diff --git a/.github/workflows/ci-pages.yml b/.github/workflows/ci-pages.yml
index 00e7a96f4..fbecb3498 100644
--- a/.github/workflows/ci-pages.yml
+++ b/.github/workflows/ci-pages.yml
@@ -50,7 +50,7 @@ jobs:
         with:
           fetch-depth: 0 # otherwise, you will fail to push refs to dest repo
 
-      - uses: prefix-dev/setup-pixi@v0.9.6 # https://github.com/prefix-dev/setup-pixi
+      - uses: prefix-dev/setup-pixi@v0.10.0 # https://github.com/prefix-dev/setup-pixi
         with:
           pixi-version: v0.68.0
           environments: docs
@@ -79,4 +79,4 @@ jobs:
           publish_dir: ./docs/_build/html/
           # Rewrite gh-pages as a single orphan commit each publish. The site
           # is multi-MB; without this the branch history grows unbounded.
-          force_orphan: true
\ No newline at end of file
+          force_orphan: true
diff --git a/.github/workflows/pr-profiling.yml b/.github/workflows/pr-profiling.yml
index 627671883..a11f65f6b 100644
--- a/.github/workflows/pr-profiling.yml
+++ b/.github/workflows/pr-profiling.yml
@@ -1,7 +1,7 @@
 name: PR Profiling
 
 on:
-  pull_request_target:
+  pull_request:
     branches:
       - main
     paths:
@@ -19,8 +19,8 @@ jobs:
     name: Profile and Track Performance
     runs-on: ubuntu-latest
     permissions:
-      pull-requests: write
       contents: read
+      pull-requests: write
     steps:
       - uses: actions/checkout@v7
         with:
@@ -29,7 +29,7 @@ jobs:
           persist-credentials: false
 
       - name: Setup Pixi
-        uses: prefix-dev/setup-pixi@v0.9.6
+        uses: prefix-dev/setup-pixi@v0.10.0
         with:
           pixi-version: v0.68.0
           environments: profile
@@ -53,7 +53,7 @@ jobs:
 
       - name: Save Profiling History
         uses: actions/cache/save@v6
-        if: always()
+        if: always() && github.event.pull_request.head.repo.full_name == github.repository
         with:
           path: output/profiling_history.json
           key: profiling-history-${{ github.event.pull_request.number }}-${{ github.run_id }}
@@ -72,9 +72,10 @@ jobs:
 
       - name: Post Comment
         uses: thollander/actions-comment-pull-request@v3
+        if: github.event.pull_request.head.repo.full_name == github.repository
         with:
           file-path: output/profiling_comment.md
           comment-tag: profiling-results
           mode: upsert
           create-if-not-exists: true
-          github-token: ${{ secrets.GITHUB_TOKEN }}
\ No newline at end of file
+          github-token: ${{ secrets.GITHUB_TOKEN }}
diff --git a/.github/workflows/pr-tests.yml b/.github/workflows/pr-tests.yml
index a0e5f6997..4ef4fd105 100644
--- a/.github/workflows/pr-tests.yml
+++ b/.github/workflows/pr-tests.yml
@@ -19,7 +19,7 @@ jobs:
             with:
               ref: ${{ github.event.pull_request.head.sha || github.ref }}
 
-          - uses: prefix-dev/setup-pixi@v0.9.6 # https://github.com/prefix-dev/setup-pixi
+          - uses: prefix-dev/setup-pixi@v0.10.0 # https://github.com/prefix-dev/setup-pixi
             with:
               pixi-version: v0.68.0
               cache: true
@@ -41,11 +41,11 @@ jobs:
           with:
             ref: ${{ github.event.pull_request.head.sha || github.ref }}
 
-        - uses: prefix-dev/setup-pixi@v0.9.6
+        - uses: prefix-dev/setup-pixi@v0.10.0
           with:
             pixi-version: v0.68.0
             environments: tests
             cache: true
 
         - name: Runs Tests
-          run: pixi run -e tests test
\ No newline at end of file
+          run: pixi run -e tests test
diff --git a/CHANGELOG.md b/CHANGELOG.md
index b2c7e3b48..a7301efc5 100644
--- a/CHANGELOG.md
+++ b/CHANGELOG.md
@@ -1,6 +1,13 @@
 # CHANGELOG
 
 
+## Unreleased
+
+### Feature
+
+* feat: add collapsible DNV capacity results sidecar to the viewer
+
+
 
 ## v0.28.0 (2026-07-03)
 
diff --git a/deploy/helm/adapy-viewer/README.md b/deploy/helm/adapy-viewer/README.md
index e53a3fad6..628359ec5 100644
--- a/deploy/helm/adapy-viewer/README.md
+++ b/deploy/helm/adapy-viewer/README.md
@@ -1,4 +1,4 @@
-# adapy-viewer Helm chart
+    # adapy-viewer Helm chart
 
 Deploys the hosted ada-py viewer: a single-pod web app that loads
 3D model files (FEA, CAD, GLB) from S3-compatible storage and renders
@@ -59,6 +59,53 @@ helm install viewer ./deploy/helm/adapy-viewer \
   --set storage.local.existingClaim=my-pvc
 ```
 
+## DNV-RP-C201 Capacity Result Sidecars
+
+The viewer can visualize DNV-RP-C201 capacity results for SIN-derived FEA
+models when a capacity sidecar is available. The normal SIN bake still provides
+the geometry and FE result fields; the sidecar adds capacity model membership,
+usage factors, check details, and per-element visual fields.
+
+Preferred colocated artefacts:
+
+```text
+model.SIN
+_derived/model.SIN.fea/fea.manifest.json
+_derived/model.SIN.fea/capacity.results.json
+```
+
+The manifest may also advertise a sidecar explicitly:
+
+```json
+{
+  "capacity": {
+    "version": 1,
+    "results_url": "capacity.results.json",
+    "default_run_id": "run-001",
+    "field_strategy": "json"
+  }
+}
+```
+
+If the manifest has no `capacity` section, the frontend tries these fallback
+locations:
+
+- `_derived/<source>.fea/capacity.results.json`
+- `<source-stem>.c201.json`
+- `<source-stem>.capacity.json`
+- `capacity.results.json` next to the source
+
+Generate the sidecar from the DNV-RP-C201 package:
+
+```bash
+run-codecheck --sin model.SIN --group Mini_area_dbl_btm --export-viewer out/
+```
+
+When the sidecar is found, the Capacity panel appears in the simulation
+controls. It supports Definition and Results modes, result-case and metric
+selection, failed-only filtering, usage-factor coloring, capacity boundary
+outlines, and element-pick to capacity-model selection.
+
 ## Ingress
 
 ```yaml
diff --git a/pixi.lock b/pixi.lock
index 53af9b383..bdc0b66b0 100644
--- a/pixi.lock
+++ b/pixi.lock
@@ -1014,11 +1014,11 @@ environments:
       - conda: https://conda.anaconda.org/conda-forge/win-64/lcms2-2.19.1-hf2c6c5f_1.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/lerc-4.1.0-hd936e49_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libaec-1.1.5-haf901d7_0.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/libblas-3.11.0-8_h8455456_mkl.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/libblas-3.11.0-8_h0adab6e_openblas.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libboost-1.88.0-h9dfe17d_7.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libboost-devel-1.88.0-h1c1089f_7.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libboost-headers-1.88.0-h57928b3_7.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/libcblas-3.11.0-8_h2a3cdd5_mkl.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/libcblas-3.11.0-8_h2a8eebe_openblas.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libcurl-8.20.0-h8206538_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libdeflate-1.25-h51727cc_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libexpat-2.8.1-hac47afa_0.conda
@@ -1030,13 +1030,13 @@ environments:
       - conda: https://conda.anaconda.org/conda-forge/win-64/libgfortran5-15.2.0-h44d81a7_19.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libglib-2.88.1-h7ce1215_2.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libgomp-15.2.0-h8ee18e1_19.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/libhwloc-2.13.0-default_h049141e_1000.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libiconv-1.18-hc1393d2_2.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libintl-0.22.5-h5728263_3.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libjpeg-turbo-3.1.4.1-hfd05255_0.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/liblapack-3.11.0-8_hf9ab0e9_mkl.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/liblapack-3.11.0-8_hd232482_openblas.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/liblzma-5.8.3-hfd05255_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libmed-4.2-nompi_hbaf3de0_28.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/libopenblas-0.3.33-pthreads_h877e47f_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libpng-1.6.58-h7351971_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libraw-0.22.1-h345c428_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libsodium-1.0.22-h6a83c73_1.conda
@@ -1055,11 +1055,9 @@ environments:
       - conda: https://conda.anaconda.org/conda-forge/win-64/lxml-6.1.1-py312h2f35c63_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/lz4-c-1.10.0-h2466b09_1.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/markupsafe-3.0.3-py312h05f76fc_1.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/mkl-2026.0.0-hac47afa_908.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/mpfr-4.2.2-h883a981_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/numpy-2.4.6-py312ha3f287d_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/occt-7.9.3-novtk_h1b358ef_103.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/onemkl-license-2026.0.0-h57928b3_908.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/openexr-3.4.12-h7faf11f_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/openjpeg-2.5.4-h0e57b4f_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/openjph-0.27.3-hf13a347_0.conda
@@ -1089,7 +1087,6 @@ environments:
       - conda: https://conda.anaconda.org/conda-forge/win-64/shapely-2.1.2-py312h37f46ab_2.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/simplejson-4.1.1-py312he06e257_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/snappy-1.2.2-h7fa0ca8_1.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/tbb-2023.0.0-hd3d4ead_2.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/tk-8.6.13-h6ed50ae_3.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/tornado-6.5.6-py312he06e257_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/ucrt-10.0.26100.0-h57928b3_0.conda
@@ -1962,11 +1959,11 @@ environments:
       - conda: https://conda.anaconda.org/conda-forge/win-64/lcms2-2.19.1-hf2c6c5f_1.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/lerc-4.1.0-hd936e49_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libaec-1.1.5-haf901d7_0.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/libblas-3.11.0-8_h8455456_mkl.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/libblas-3.11.0-8_h0adab6e_openblas.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libboost-1.88.0-h9dfe17d_7.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libboost-devel-1.88.0-h1c1089f_7.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libboost-headers-1.88.0-h57928b3_7.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/libcblas-3.11.0-8_h2a3cdd5_mkl.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/libcblas-3.11.0-8_h2a8eebe_openblas.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libcurl-8.20.0-h8206538_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libdeflate-1.25-h51727cc_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libexpat-2.8.1-hac47afa_0.conda
@@ -1978,13 +1975,13 @@ environments:
       - conda: https://conda.anaconda.org/conda-forge/win-64/libgfortran5-15.2.0-h44d81a7_19.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libglib-2.88.1-h7ce1215_2.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libgomp-15.2.0-h8ee18e1_19.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/libhwloc-2.13.0-default_h049141e_1000.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libiconv-1.18-hc1393d2_2.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libintl-0.22.5-h5728263_3.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libjpeg-turbo-3.1.4.1-hfd05255_0.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/liblapack-3.11.0-8_hf9ab0e9_mkl.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/liblapack-3.11.0-8_hd232482_openblas.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/liblzma-5.8.3-hfd05255_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libmed-4.2-nompi_hbaf3de0_28.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/libopenblas-0.3.33-pthreads_h877e47f_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libpng-1.6.58-h7351971_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libraw-0.22.1-h345c428_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libsodium-1.0.22-h6a83c73_1.conda
@@ -2003,11 +2000,9 @@ environments:
       - conda: https://conda.anaconda.org/conda-forge/win-64/lxml-6.1.1-py312h2f35c63_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/lz4-c-1.10.0-h2466b09_1.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/markupsafe-3.0.3-py312h05f76fc_1.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/mkl-2026.0.0-hac47afa_908.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/mpfr-4.2.2-h883a981_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/numpy-2.4.6-py312ha3f287d_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/occt-7.9.3-novtk_h1b358ef_103.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/onemkl-license-2026.0.0-h57928b3_908.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/openexr-3.4.12-h7faf11f_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/openjpeg-2.5.4-h0e57b4f_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/openjph-0.27.3-hf13a347_0.conda
@@ -2036,7 +2031,6 @@ environments:
       - conda: https://conda.anaconda.org/conda-forge/win-64/shapely-2.1.2-py312h37f46ab_2.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/simplejson-4.1.1-py312he06e257_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/snappy-1.2.2-h7fa0ca8_1.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/tbb-2023.0.0-hd3d4ead_2.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/tk-8.6.13-h6ed50ae_3.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/tornado-6.5.6-py312he06e257_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/ucrt-10.0.26100.0-h57928b3_0.conda
@@ -2620,11 +2614,11 @@ environments:
       - conda: https://conda.anaconda.org/conda-forge/win-64/lcms2-2.19.1-hf2c6c5f_1.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/lerc-4.1.0-hd936e49_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libaec-1.1.5-haf901d7_0.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/libblas-3.11.0-8_h8455456_mkl.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/libblas-3.11.0-8_h0adab6e_openblas.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libboost-1.88.0-h9dfe17d_7.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libboost-devel-1.88.0-h1c1089f_7.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libboost-headers-1.88.0-h57928b3_7.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/libcblas-3.11.0-8_h2a3cdd5_mkl.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/libcblas-3.11.0-8_h2a8eebe_openblas.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libcurl-8.20.0-h8206538_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libdeflate-1.25-h51727cc_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libexpat-2.8.1-hac47afa_0.conda
@@ -2636,13 +2630,13 @@ environments:
       - conda: https://conda.anaconda.org/conda-forge/win-64/libgfortran5-15.2.0-h44d81a7_19.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libglib-2.88.1-h7ce1215_2.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libgomp-15.2.0-h8ee18e1_19.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/libhwloc-2.13.0-default_h049141e_1000.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libiconv-1.18-hc1393d2_2.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libintl-0.22.5-h5728263_3.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libjpeg-turbo-3.1.4.1-hfd05255_0.conda
-      - conda: https://conda.anaconda.org/conda-forge/win-64/liblapack-3.11.0-8_hf9ab0e9_mkl.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/liblapack-3.11.0-8_hd232482_openblas.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/liblzma-5.8.3-hfd05255_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libmed-4.2-nompi_hbaf3de0_28.conda
+      - conda: https://conda.anaconda.org/conda-forge/win-64/libopenblas-0.3.33-pthreads_h877e47f_0.conda
       - conda: https://conda.anaconda.org/conda-forge/win-64/libpng-1.6.58-h7351971_0.conda
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@@ -25621,6 +25586,7 @@ packages:
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   license: BSD-3-Clause
   license_family: BSD
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+  purls: []
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@@ -26665,6 +26632,30 @@ packages:
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   size: 34463
   timestamp: 1769221960556
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+  build_number: 8
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+  md5: a5ed6575e8cc7028c8327f1b5167caa6
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+  - libopenblas >=0.3.33,<1.0a0
+  constrains:
+  - mkl <2027
+  - libcblas   3.11.0   8*_openblas
+  - blas 2.308   openblas
+  - liblapack  3.11.0   8*_openblas
+  - liblapacke 3.11.0   8*_openblas
+  track_features:
+  - blas_openblas
+  - blas_openblas_2
+  license: BSD-3-Clause
+  license_family: BSD
+  purls: []
+  run_exports:
+    weak:
+    - libblas >=3.11.0,<4.0a0
+  size: 68058
+  timestamp: 1779859607236
 - conda: https://conda.anaconda.org/conda-forge/win-64/libblas-3.11.0-8_h8455456_mkl.conda
   build_number: 8
   sha256: 43a87b59e6d4c68d80b2e4de487b1b54d66fe1f9a06636909b5a5ab9eae27269
@@ -26774,6 +26765,26 @@ packages:
   purls: []
   size: 68443
   timestamp: 1779859701498
+- conda: https://conda.anaconda.org/conda-forge/win-64/libcblas-3.11.0-8_h2a8eebe_openblas.conda
+  build_number: 8
+  sha256: 15ed9a069e722471c159573b299d94762a516dde6ac9cd44e24b05dcde7d2416
+  md5: 91b2c920695d5f69081279743858ecef
+  depends:
+  - libblas 3.11.0 8_h0adab6e_openblas
+  constrains:
+  - blas 2.308   openblas
+  - liblapack  3.11.0   8*_openblas
+  - liblapacke 3.11.0   8*_openblas
+  track_features:
+  - blas_openblas
+  license: BSD-3-Clause
+  license_family: BSD
+  purls: []
+  run_exports:
+    weak:
+    - libcblas >=3.11.0,<4.0a0
+  size: 68309
+  timestamp: 1779859619968
 - conda: https://conda.anaconda.org/conda-forge/win-64/libcurl-8.20.0-h8206538_0.conda
   sha256: f4ce5aa835a698532feaa368e804365a7e45a9edebe006a8e1c80505d893c24e
   md5: 7bee27a8f0a295117ccb864f30d2d87e
@@ -26876,6 +26887,7 @@ packages:
   - libgfortran-ng ==15.2.0=*_19
   license: GPL-3.0-only WITH GCC-exception-3.1
   license_family: GPL
+  purls: []
   size: 51402
   timestamp: 1778273257466
 - conda: https://conda.anaconda.org/conda-forge/win-64/libgfortran5-15.2.0-h44d81a7_19.conda
@@ -26888,6 +26900,7 @@ packages:
   - libgfortran 15.2.0
   license: GPL-3.0-only WITH GCC-exception-3.1
   license_family: GPL
+  purls: []
   size: 2792696
   timestamp: 1778273047082
 - conda: https://conda.anaconda.org/conda-forge/win-64/libglib-2.88.1-h7ce1215_2.conda
@@ -26998,6 +27011,26 @@ packages:
   purls: []
   size: 1194926
   timestamp: 1777065171989
+- conda: https://conda.anaconda.org/conda-forge/win-64/liblapack-3.11.0-8_hd232482_openblas.conda
+  build_number: 8
+  sha256: db0174b9786c13bf1c10c743252c1bad67ea9521ac8c6f65060f66a80102de31
+  md5: 7363b5f4caa1312e2eff8a99b95e0ede
+  depends:
+  - libblas 3.11.0 8_h0adab6e_openblas
+  constrains:
+  - libcblas   3.11.0   8*_openblas
+  - blas 2.308   openblas
+  - liblapacke 3.11.0   8*_openblas
+  track_features:
+  - blas_openblas
+  license: BSD-3-Clause
+  license_family: BSD
+  purls: []
+  run_exports:
+    weak:
+    - liblapack >=3.11.0,<3.12.0a0
+  size: 80600
+  timestamp: 1779859632574
 - conda: https://conda.anaconda.org/conda-forge/win-64/liblapack-3.11.0-8_hf9ab0e9_mkl.conda
   build_number: 8
   sha256: 44999ed04bc0a56de44ee0ac8bd5b3702efd411a8b29491c0e3d3deb8619c94e
@@ -27105,6 +27138,23 @@ packages:
   purls: []
   size: 35040
   timestamp: 1745826086628
+- conda: https://conda.anaconda.org/conda-forge/win-64/libopenblas-0.3.33-pthreads_h877e47f_0.conda
+  sha256: 104bba89eaed090ab7dd6de17376ba7c14be7f4d44807346012e50a493f18ec9
+  md5: 51d4c0bc3695f63375d095004dc2597c
+  depends:
+  - ucrt >=10.0.20348.0
+  - vc >=14.3,<15
+  - vc14_runtime >=14.44.35208
+  constrains:
+  - openblas >=0.3.33,<0.3.34.0a0
+  license: BSD-3-Clause
+  license_family: BSD
+  purls: []
+  run_exports:
+    weak:
+    - libopenblas >=0.3.33,<1.0a0
+  size: 4046868
+  timestamp: 1776999773412
 - conda: https://conda.anaconda.org/conda-forge/win-64/libopus-1.6.1-h6a83c73_0.conda
   sha256: c3678f111866235b44fa65265966abae7d90b6387178f1459afaedcee8b4a997
   md5: 0ed21da5b6e3a0393e05762b3cce2878
@@ -27207,6 +27257,7 @@ packages:
   - libstdcxx-ng ==15.2.0=*_19
   license: GPL-3.0-only WITH GCC-exception-3.1
   license_family: GPL
+  purls: []
   size: 6461114
   timestamp: 1778273060138
 - conda: https://conda.anaconda.org/conda-forge/win-64/libtheora-1.1.1-hc70643c_1006.conda
diff --git a/pixi.toml b/pixi.toml
index 47aa0572a..a5eba4e69 100644
--- a/pixi.toml
+++ b/pixi.toml
@@ -186,6 +186,10 @@ test-all = { cmd = "pytest tests --ignore=tests/comms/rest --ignore=tests/fem/vi
 python = "3.12.*"
 bcf-client = "*"
 numpy = "*"
+# Force the OpenBLAS BLAS/LAPACK backend. The MKL 2026 preview that the
+# solver otherwise picks (mkl_avx10.3) SEH-crashes (0xc06d007f) on np.linalg
+# (svd/gemm) on Windows here, taking down the FEA bake and any svd path.
+libblas = { version = "*", build = "*openblas" }
 hdf5 = "*"
 h5py = "*"
 ifcopenshell = "*"
@@ -318,6 +322,13 @@ audit-repro = { cmd = "python scripts/audit_repro.py", env = { "PYTHONPATH" = "$
 viewer-upload = { cmd = "python scripts/viewer_upload.py", env = { "PYTHONPATH" = "$PIXI_PROJECT_ROOT/src" } }
 glb-face-classify = { cmd = "python scripts/glb_face_classify.py", env = { "PYTHONPATH" = "$PIXI_PROJECT_ROOT/src" } }
 
+# Windows: PYTHONPATH uses ';' as separator, so the ':'-joined overlay prefix above turns the whole
+# value into one bogus path and `python -m ada.comms.rest` dies with ModuleNotFoundError. The
+# /opt/adacpp-overlay prefix is a Linux-deploy concern only, so the win-64 override drops it.
+[feature.viewer-api.target.win-64.tasks]
+viewer-api = { cmd = "python -m ada.comms.rest", env = { "PYTHONPATH" = "$PIXI_PROJECT_ROOT/src" } }
+viewer-worker = { cmd = "python -m ada.comms.rest.worker", env = { "PYTHONPATH" = "$PIXI_PROJECT_ROOT/src" } }
+
 # NOTE: meshopt GLB compression (ada.visit.gltf.meshopt) no longer pulls the PyPI
 # `meshoptimizer` package — it is sdist-only (no wheels) so every viewer/worker image
 # tried to compile it from source and failed (no g++). The EXT_meshopt_compression
diff --git a/src/ada/fem/capacity/__init__.py b/src/ada/fem/capacity/__init__.py
new file mode 100644
index 000000000..93ae64af5
--- /dev/null
+++ b/src/ada/fem/capacity/__init__.py
@@ -0,0 +1,50 @@
+"""Capacity Manager — reconstruct DNV-RP-C201 capacity models from FE results.
+
+This subpackage reproduces what DNV Genie's *Capacity Manager* does: from a
+meshed Sesam model (read via :mod:`ada.fem.formats.sesam.results.read_sin`) it
+assembles *capacity models* (panel groups of plates + stiffeners), derives each
+plate field's geometry / material / stiffener profile, and resolves the FE
+membrane stresses into the design variables a DNV-RP-C201 buckling check needs.
+
+The output is a *neutral*, serializable :class:`~ada.fem.capacity.model.CapacityModel`
+(plus per-result-case :class:`~ada.fem.capacity.model.ResolvedCase`). adapy does
+**not** run the code check itself and has **no dependency** on any code-check
+package; a downstream consumer (e.g. ``codecheck.dnv_rp_c201``) reads the neutral
+output. A Genie-compatible ``model.json`` mirror can also be emitted for
+field-by-field validation.
+
+See ``further_work/capacity_manager_adapy_stiffened_plate.md`` in the
+``codecheck`` repo for the design and progress tracker.
+"""
+
+from __future__ import annotations
+
+from ada.fem.capacity.manager import CapacityManager
+from ada.fem.capacity.model import (
+    CapacityModel,
+    CapMaterial,
+    CapPlate,
+    CapSection,
+    CapStiffener,
+    ResolvedCase,
+)
+from ada.fem.capacity.sources import (
+    ModelJsonSource,
+    PanelGroupSource,
+    PanelGroupSpec,
+    SinSource,
+)
+
+__all__ = [
+    "CapacityManager",
+    "CapacityModel",
+    "CapMaterial",
+    "CapPlate",
+    "CapSection",
+    "CapStiffener",
+    "ResolvedCase",
+    "PanelGroupSource",
+    "PanelGroupSpec",
+    "ModelJsonSource",
+    "SinSource",
+]
diff --git a/src/ada/fem/capacity/extract.py b/src/ada/fem/capacity/extract.py
new file mode 100644
index 000000000..c58049bc0
--- /dev/null
+++ b/src/ada/fem/capacity/extract.py
@@ -0,0 +1,465 @@
+"""Low-level FE extraction helpers for the capacity manager.
+
+These read the few records the high-level :class:`~ada.fem.results.common.Mesh`
+does not surface (plate thickness ``GELTH``, eccentricity ``GECCEN``) directly
+from the SIN via the low-level ``sin_reader`` — keeping ``ada`` core unchanged —
+and provide geometry helpers (element node coordinates, edge spans) used to
+derive plate-field dimensions and stiffener spans.
+"""
+
+from __future__ import annotations
+
+import pathlib
+from dataclasses import dataclass, field
+
+import numpy as np
+
+from ada.fem.capacity.model import CapSection, dominant_flange
+from ada.fem.results.common import Mesh
+
+
+@dataclass
+class AuxRecords:
+    """SIN records not surfaced by :class:`Mesh`, keyed by ``geono``/id.
+
+    Carries the plate thicknesses (``GELTH``), shell pressures (``BEUSLO``),
+    and, as a compatibility fallback, the stiffener cross-sections parsed
+    straight from the raw section cards (``GIORH`` / ``GBOX`` / ``GLSEC``).
+    """
+
+    thickness_by_geono: dict[int, float] = field(default_factory=dict)
+    section_by_geono: dict[int, CapSection] = field(default_factory=dict)
+    result_point_coords_by_element: dict[int, dict[int, np.ndarray]] = field(default_factory=dict)
+    element_transform_by_element: dict[int, np.ndarray] = field(default_factory=dict)
+    concept_name_by_element: dict[int, str] = field(default_factory=dict)
+    pressure_by_case_element: dict[int, dict[int, float]] = field(default_factory=dict)
+
+    @classmethod
+    def from_sin(cls, sin_path: str | pathlib.Path) -> "AuxRecords":
+        from ada.fem.formats.sesam.results.sin_reader import open_sin
+
+        sin = open_sin(sin_path)
+        try:
+            thickness: dict[int, float] = {}
+            if "GELTH" in sin.type_blocks:
+                # GELTH record: (GEONO, TH, ...) — GELREF1.geono of a shell
+                # element references this thickness entry.
+                for rec in sin.iter_records("GELTH"):
+                    if len(rec) >= 2:
+                        thickness[int(rec[0])] = float(rec[1])
+            names = _section_names(sin)
+            sections = _parse_sections(sin, names)
+            result_points, transforms = _parse_rdpoints(sin)
+            return cls(
+                thickness_by_geono=thickness,
+                section_by_geono=sections,
+                result_point_coords_by_element=result_points,
+                element_transform_by_element=transforms,
+                concept_name_by_element=_parse_concept_names(sin),
+                pressure_by_case_element=_parse_shell_pressures(sin),
+            )
+        finally:
+            sin.close()
+
+
+# Genie SectionType code for Holland-profile / bulb-flat sections.
+_BULB = 7
+
+
+def _section_names(sin) -> dict[int, str]:
+    out: dict[int, str] = {}
+    if "TDSECT" not in sin.type_blocks:
+        return out
+    for prefix, text in sin.iter_text_records("TDSECT"):
+        if prefix and text:
+            out[int(prefix[0])] = text
+    return out
+
+
+def _parse_sections(sin, names: dict[int, str]) -> dict[int, CapSection]:
+    """Stiffener cross-sections by ``geono`` from the raw beam-section cards.
+
+    * ``GIORH`` [geono, H, tw, Bt, Tt, Bb, Tb] — I/T girders. Genie encodes a
+      missing flange as a dummy (width == ``tw``, token thickness), and a
+      T-girder is an unsymmetrical I whose real flange can sit in *either*
+      slot, so the governing flange is picked via
+      :func:`~ada.fem.capacity.model.dominant_flange`.
+    * ``GLSEC`` [geono, H, tw, b, tf] — L-sections, incl. idealized bulb flats
+      (``HP*`` names → tagged as bulb so the consumer applies the bulb→angle
+      web-height rule).
+    * ``GBOX``  [geono, H, ...] — box; carried with zero flange.
+    """
+    out: dict[int, CapSection] = {}
+    for rec in sin.iter_records("GIORH") if "GIORH" in sin.type_blocks else []:
+        g = int(rec[0])
+        h, tw = float(rec[1]), float(rec[2])
+        top = (float(rec[3]), float(rec[4]))
+        bottom = (float(rec[5]), float(rec[6])) if len(rec) >= 7 else (None, None)
+        bf, tf = dominant_flange(tw, top, bottom)
+        out[g] = CapSection(names.get(g, ""), 0, h, tw, bf, tf)
+    for rec in sin.iter_records("GLSEC") if "GLSEC" in sin.type_blocks else []:
+        g = int(rec[0])
+        h, tw, b, tf = float(rec[1]), float(rec[2]), float(rec[3]), float(rec[4])
+        is_bulb = names.get(g, "").upper().startswith("HP")
+        out[g] = CapSection(names.get(g, ""), _BULB if is_bulb else 0, h, tw, b, tf)
+    for rec in sin.iter_records("GBOX") if "GBOX" in sin.type_blocks else []:
+        g = int(rec[0])
+        out[g] = CapSection(names.get(g, ""), 0, float(rec[1]), float(rec[2]), 0.0, 0.0)
+    return out
+
+
+def _parse_rdpoints(sin) -> tuple[dict[int, dict[int, np.ndarray]], dict[int, np.ndarray]]:
+    """Result-point coordinates and element transforms by element id.
+
+    SIN ``RDPOINTS`` stores absolute coordinates in the variable-width bulk
+    payload as ``point id, x, y, z`` groups, with optional ``-1`` separators,
+    followed by the element transform matrix. The public result field keeps only
+    the point number, so the capacity resolver surfaces the coordinates and
+    local-to-global stress basis here.
+    """
+    if "RDPOINTS" not in sin.type_blocks:
+        return {}, {}
+
+    out: dict[int, dict[int, np.ndarray]] = {}
+    transforms: dict[int, np.ndarray] = {}
+    for rec in sin.iter_records("RDPOINTS"):
+        if len(rec) < 9:
+            continue
+        elno = int(rec[1])
+        nsptra = int(rec[6])
+        transform_len = nsptra * 9
+        bulk = rec[8:-transform_len] if transform_len else rec[8:]
+        if transform_len:
+            transform = np.array(rec[-transform_len:], dtype=float).reshape((nsptra, 3, 3))
+            if len(transform):
+                transforms[elno] = transform[0]
+        points: dict[int, np.ndarray] = {}
+        i = 0
+        while i < len(bulk):
+            point_id = int(bulk[i])
+            i += 1
+            if point_id == -1:
+                continue
+            if i + 2 >= len(bulk):
+                break
+            points[point_id] = np.array((float(bulk[i]), float(bulk[i + 1]), float(bulk[i + 2])), dtype=float)
+            i += 3
+        if points:
+            out[elno] = points
+    return out, transforms
+
+
+def _parse_concept_names(sin) -> dict[int, str]:
+    """Map FEM element ids to Sesam concept names from TDSCONC/SCONCEPT/SCONMESH."""
+    if not all(name in sin.type_blocks for name in ("TDSCONC", "SCONCEPT", "SCONMESH")):
+        return {}
+
+    names = {int(prefix[0]): text for prefix, text in sin.iter_text_records("TDSCONC") if prefix and text}
+    concept_to_mesh = {
+        int(rec[0]): int(rec[-1]) for rec in sin.iter_records("SCONCEPT") if len(rec) >= 7 and int(rec[1]) == 7
+    }
+    mesh_to_elements = {
+        int(rec[0]): tuple(int(e) for e in rec[4:]) for rec in sin.iter_records("SCONMESH") if len(rec) >= 5
+    }
+
+    out: dict[int, str] = {}
+    for concept_id, mesh_id in concept_to_mesh.items():
+        name = names.get(concept_id)
+        if not name:
+            continue
+        for element_id in mesh_to_elements.get(mesh_id, ()):
+            out[element_id] = name
+    return out
+
+
+def _parse_shell_pressures(sin) -> dict[int, dict[int, float]]:
+    """Mean signed shell pressure from ``BEUSLO`` records by case and element.
+
+    Observed SIN records store ``load case, ..., element id, n values, ...``
+    followed by one pressure value per shell node. Values are in SI pressure
+    units and retain the Sesam sign convention; the capacity resolver maps them
+    to the DNV line-load input without changing that sign.
+    """
+    if "BEUSLO" not in sin.type_blocks:
+        return {}
+
+    out: dict[int, dict[int, float]] = {}
+    for rec in sin.iter_records("BEUSLO"):
+        if len(rec) < 9:
+            continue
+        case = int(rec[0])
+        element_id = int(rec[4])
+        n_values = int(rec[5]) if len(rec) > 5 and rec[5] > 0 else len(rec) - 8
+        values = [float(x) for x in rec[8 : 8 + n_values]]
+        if not values:
+            continue
+        out.setdefault(case, {})[element_id] = float(np.mean(values))
+    return out
+
+
+def geono_of(mesh: Mesh, element_id: int) -> int:
+    """GELREF1 geometry id (geono) of an element."""
+    row = mesh.elem_data[np.where(mesh.elem_data[:, 0] == element_id)[0]]
+    if row.size == 0:
+        raise KeyError(f"element {element_id} not in mesh")
+    return int(row[0][2])
+
+
+def matno_of(mesh: Mesh, element_id: int) -> int:
+    row = mesh.elem_data[np.where(mesh.elem_data[:, 0] == element_id)[0]]
+    if row.size == 0:
+        raise KeyError(f"element {element_id} not in mesh")
+    return int(row[0][1])
+
+
+@dataclass
+class _NodeIndex:
+    """One-pass connectivity index for a mesh, cached on the mesh.
+
+    Element/node lookups via :func:`element_node_ids` / ``element_node_coords``
+    and the tributary search used to scan every block (``np.where`` per call,
+    O(n_elements) each), making panel reconstruction O(n^2) — ~23 h on a 128k-
+    element topside. This builds the maps once (O(n_elements)) so every lookup
+    is O(1) and tributary is O(node degree).
+    """
+
+    elem_nodes: dict[int, tuple[int, ...]]
+    node_coord: dict[int, np.ndarray]
+    node_elems: dict[int, list[int]]
+    area: dict[int, float] = field(default_factory=dict)
+
+
+def element_area(mesh: Mesh, element_id: int) -> float:
+    """Planar polygon area of a shell element (cached).
+
+    Frame-invariant, so the rectangularity test can sum cached areas instead of
+    re-projecting and shoelacing every plate on every merge attempt.
+    """
+    idx = _ensure_index(mesh)
+    cached = idx.area.get(element_id)
+    if cached is not None:
+        return cached
+    coords = element_node_coords(mesh, element_id)
+    if len(coords) < 3:
+        a = 0.0
+    else:
+        normal_sum = np.zeros(3)
+        for i in range(1, len(coords) - 1):
+            normal_sum = normal_sum + np.cross(coords[i] - coords[0], coords[i + 1] - coords[0])
+        a = 0.5 * float(np.linalg.norm(normal_sum))
+    idx.area[element_id] = a
+    return a
+
+
+def _ensure_index(mesh: Mesh) -> _NodeIndex:
+    idx = getattr(mesh, "_cap_node_index", None)
+    if idx is not None:
+        return idx
+    from collections import defaultdict
+
+    elem_nodes: dict[int, tuple[int, ...]] = {}
+    node_coord: dict[int, np.ndarray] = {}
+    node_elems: dict[int, list[int]] = defaultdict(list)
+    for block in mesh.elements:
+        ids = [int(x) for x in block.identifiers]
+        refs = block.node_refs
+        if block.node_refs_are_indices:
+            flat = sorted({int(r) for row in refs for r in row})
+            nodes = mesh.nodes.get_node_by_index(flat)
+            id_by_ref = {ref: int(n.id) for ref, n in zip(flat, nodes)}
+            coord_by_ref = {ref: np.asarray(n.p, dtype=float) for ref, n in zip(flat, nodes)}
+            rows = [[id_by_ref[int(r)] for r in row] for row in refs]
+            for row_refs, row_ids in zip(refs, rows):
+                for ref, nid in zip(row_refs, row_ids):
+                    node_coord[nid] = coord_by_ref[int(ref)]
+        else:
+            flat = sorted({int(r) for row in refs for r in row})
+            coord_by_id = {int(n.id): np.asarray(n.p, dtype=float) for n in mesh.nodes.get_node_by_id(flat)}
+            rows = [[int(r) for r in row] for row in refs]
+            node_coord.update(coord_by_id)
+        for element_id, row in zip(ids, rows):
+            elem_nodes[element_id] = tuple(row)
+            for nid in row:
+                node_elems[nid].append(element_id)
+    idx = _NodeIndex(elem_nodes=elem_nodes, node_coord=node_coord, node_elems=dict(node_elems))
+    try:
+        mesh._cap_node_index = idx  # type: ignore[attr-defined]
+    except Exception:
+        pass
+    return idx
+
+
+def element_node_ids(mesh: Mesh, element_id: int) -> list[int]:
+    """Node ids of an element, in connectivity order."""
+    idx = _ensure_index(mesh)
+    nodes = idx.elem_nodes.get(element_id)
+    if nodes is None:
+        raise KeyError(f"element {element_id} not in mesh")
+    return list(nodes)
+
+
+def tributary_plate_ids(mesh: Mesh, beam_element_ids: tuple[int, ...], candidate_plate_ids: list[int]) -> list[int]:
+    """Plate elements that border a stiffener = those sharing all the beam's nodes.
+
+    A stiffener beam edge is shared by the (up to two) adjacent plate elements;
+    those plates carry the stiffener's tributary membrane stresses.
+    """
+    idx = _ensure_index(mesh)
+    beam_nodes: set[int] = set()
+    for be in beam_element_ids:
+        beam_nodes.update(idx.elem_nodes.get(be, ()))
+    if not beam_nodes:
+        return []
+    # Candidate plates are those sharing at least one of the beam's nodes; a
+    # node→element map makes this O(degree) instead of scanning every plate.
+    candidates: set[int] = set()
+    for nid in beam_nodes:
+        candidates.update(idx.node_elems.get(nid, ()))
+    allowed = candidates.intersection(candidate_plate_ids)
+    return [pe for pe in candidate_plate_ids if pe in allowed and beam_nodes.issubset(idx.elem_nodes.get(pe, ()))]
+
+
+def _point_segment_dist2(p: np.ndarray, a: np.ndarray, b: np.ndarray) -> float:
+    """Squared distance from point ``p`` to segment ``a``-``b`` (no BLAS)."""
+    ab = b - a
+    ab2 = float((ab * ab).sum())
+    if ab2 <= 1e-20:
+        d = p - a
+        return float((d * d).sum())
+    t = float(((p - a) * ab).sum()) / ab2
+    t = 0.0 if t < 0.0 else 1.0 if t > 1.0 else t
+    d = p - (a + t * ab)
+    return float((d * d).sum())
+
+
+def partition_plates_by_nearest_stiffener(
+    mesh: Mesh,
+    stiffener_lines: list[tuple[str, tuple[int, ...]]],
+    plate_ids: list[int],
+) -> dict[str, list[int]]:
+    """Assign every plate element to its nearest stiffener (full-coverage tributary).
+
+    Unlike :func:`tributary_plate_ids` (only the plates sharing a stiffener's full
+    edge), this partitions *all* the panel's plate elements — quads and triangles
+    alike — among the stiffeners by centroid distance to each stiffener segment,
+    so no element is left uncoloured in the per-stiffener ("individual UF") view.
+    Pure indexing/elementwise maths — crash-safe on any BLAS backend.
+    """
+    segments: list[tuple[str, np.ndarray, np.ndarray]] = []
+    for name, eids in stiffener_lines:
+        ids = tuple(int(e) for e in eids)
+        if not ids:
+            continue
+        first = element_node_coords(mesh, ids[0])
+        last = element_node_coords(mesh, ids[-1])
+        segments.append((name, np.asarray(first[0], float), np.asarray(last[-1], float)))
+
+    out: dict[str, list[int]] = {name: [] for name, _ in stiffener_lines}
+    if not segments:
+        return out
+    for pe in plate_ids:
+        centroid = element_node_coords(mesh, int(pe)).mean(axis=0)
+        best_name = segments[0][0]
+        best_d2 = _point_segment_dist2(centroid, segments[0][1], segments[0][2])
+        for name, a, b in segments[1:]:
+            d2 = _point_segment_dist2(centroid, a, b)
+            if d2 < best_d2:
+                best_d2 = d2
+                best_name = name
+        out.setdefault(best_name, []).append(int(pe))
+    return out
+
+
+def element_node_coords(mesh: Mesh, element_id: int) -> np.ndarray:
+    """(n_nodes, 3) node coordinates of an element, in connectivity order."""
+    idx = _ensure_index(mesh)
+    nodes = idx.elem_nodes.get(element_id)
+    if nodes is None:
+        raise KeyError(f"element {element_id} not in mesh")
+    return np.array([idx.node_coord[n] for n in nodes], dtype=float)
+
+
+def beam_axis_and_span(mesh: Mesh, element_ids: tuple[int, ...]) -> tuple[np.ndarray, float]:
+    """Unit axis vector and total length of a (chain of) beam element(s).
+
+    Span = sum of element lengths; axis = unit vector from the first node to the
+    last along the chain (good enough for straight stiffeners).
+    """
+    coords = [element_node_coords(mesh, e) for e in element_ids]
+    span = sum(float(np.linalg.norm(c[-1] - c[0])) for c in coords)
+    start = coords[0][0]
+    end = coords[-1][-1]
+    axis = end - start
+    n = np.linalg.norm(axis)
+    axis = axis / n if n else np.array([0.0, 0.0, 1.0])
+    return axis, span
+
+
+def stiffener_stations(mesh: Mesh, element_ids: tuple[int, ...]) -> list[list[float]]:
+    """The 3 Section-5 stations [start, mid, end] along a stiffener span.
+
+    These are the points where the resolved design stresses/forces are sampled
+    (positions 1/2/3): ``start`` = the first node of the chain, ``end`` = the
+    last node, ``mid`` = their midpoint. Returns ``[]`` for an empty chain.
+    Pure indexing/averaging — no BLAS, so it stays crash-safe on any backend.
+    """
+    ids = tuple(int(e) for e in element_ids)
+    if not ids:
+        return []
+    coords = [element_node_coords(mesh, e) for e in ids]
+    start = np.asarray(coords[0][0], dtype=float)
+    end = np.asarray(coords[-1][-1], dtype=float)
+    mid = (start + end) / 2.0
+    return [start.tolist(), mid.tolist(), end.tolist()]
+
+
+def stiffener_discretization(mesh: Mesh, element_ids: tuple[int, ...]) -> dict[str, int | bool]:
+    """Mesh discretization of a stiffener vs DNV-RP-C201 [6.4.3] (SCM2).
+
+    [6.4.3] requires a minimum of four (4) elements along the stiffener length for
+    first-order elements, and a minimum of one (1) for second-order elements.
+    Element order is inferred from the node count of the line elements (2 nodes →
+    first order, 3 nodes → second order LINE3). Returns
+    ``{elements_along, element_order, min_required, ok}``.
+    """
+    ids = tuple(int(e) for e in element_ids)
+    n = len(ids)
+    order = 1
+    if ids:
+        order = 2 if len(element_node_ids(mesh, ids[0])) >= 3 else 1
+    min_required = 4 if order == 1 else 1
+    return {
+        "elements_along": n,
+        "element_order": order,
+        "min_required": min_required,
+        "ok": n >= min_required,
+    }
+
+
+def plate_dimensions(mesh: Mesh, element_ids: tuple[int, ...], stiffener_axis: np.ndarray) -> tuple[float, float]:
+    """(length, width) of a plate field, oriented by the stiffener axis.
+
+    ``length`` is the extent along the stiffener (span direction); ``width`` is
+    the extent perpendicular to it (spacing direction). Computed as the bounding
+    extent of the field's element nodes projected onto the stiffener axis and an
+    in-plane perpendicular.
+    """
+    pts = np.vstack([element_node_coords(mesh, e) for e in element_ids])
+    pts = pts - pts.mean(axis=0)
+
+    axis = np.asarray(stiffener_axis, dtype=float)
+    axis = axis / (np.linalg.norm(axis) or 1.0)
+
+    # Plate normal from the first element's first three nodes.
+    first = element_node_coords(mesh, element_ids[0])
+    normal = np.cross(first[1] - first[0], first[2] - first[0])
+    nn = np.linalg.norm(normal)
+    normal = normal / nn if nn else np.array([1.0, 0.0, 0.0])
+
+    perp = np.cross(normal, axis)
+    pn = np.linalg.norm(perp)
+    perp = perp / pn if pn else axis
+
+    length = float(pts @ axis).real if pts.ndim == 1 else float(np.ptp(pts @ axis))
+    width = float(np.ptp(pts @ perp))
+    return length, width
diff --git a/src/ada/fem/capacity/girder.py b/src/ada/fem/capacity/girder.py
new file mode 100644
index 000000000..d4ae4778c
--- /dev/null
+++ b/src/ada/fem/capacity/girder.py
@@ -0,0 +1,1185 @@
+"""Girder capacity models + DNV-RP-C201 Section-7 load resolve from a SIN.
+
+The stiffened-panel pipeline identifies the *secondary* stiffeners and builds
+panel groups around them (:mod:`.sources`); the girders are the plate-bordering
+beam profiles it filters out. This module turns those primary beam runs into
+girder capacity models — one model per girder *bay* (a colinear run between
+crossings with other girders / perpendicular plate junctions) — and resolves the
+Section-7 design loads (N_G, M_G, V, tau, sigma_x, p) for them per result case.
+
+Everything is SI (m, Pa, N). The DNV-RP-C201 check itself lives downstream (the
+``structural-codecheck`` package); this module only reconstructs its inputs from
+the FE model + results, mirroring what :mod:`.stress_resolve` does for the
+stiffened-panel checks.
+"""
+
+from __future__ import annotations
+
+import hashlib
+import json
+import pathlib
+from collections.abc import Callable
+from dataclasses import asdict, dataclass, field
+from types import SimpleNamespace
+from typing import Any
+
+import numpy as np
+
+from ada.config import logger
+from ada.fem.capacity import extract
+from ada.fem.capacity.model import CapacityModel, CapMaterial, CapSection
+from ada.fem.capacity.sources import (
+    SinSource,
+    _connected_colinear_runs,
+    _split_runs_at_supports,
+)
+from ada.fem.capacity.stiffened_plate import _cap_material, _section_of
+from ada.fem.capacity.stress_resolve import (
+    _accum_blocks,
+    _area_weighted_element_mean,
+    _area_weighted_pressure,
+    _element_area,
+    _element_membrane_point_records,
+    _point_tuples,
+    _recovered_stress_blocks,
+    _rotation_cossin,
+    _rows_for_element,
+    _round_source_value,
+    _station_stress_provenance,
+    _station_values,
+    _superpose_into,
+    _term,
+)
+from ada.fem.results.common import Mesh
+
+#: A flanking panel's stiffeners must run roughly perpendicular to the girder
+#: (|cos| below this) for the panel to feed the girder's l / s / As / Is.
+_PERPENDICULAR_COS_TOL = 0.35
+#: The girder axis must lie in a flanking panel's plane (|cos(axis, normal)|).
+_PLANE_CONTAINS_AXIS_TOL = 0.2
+#: Max out-of-plane offset of the girder line from a flanking panel's plane [m].
+_COPLANAR_TOL = 0.02
+#: A flanking panel must share nodes with the girder line over at least this
+#: fraction of the bay span — a corner touch is not support.
+_MIN_LINE_CONTACT_FRACTION = 0.5
+
+# FORCES block value columns (after the two id columns elem, pos):
+# [NXX, NXY, NXZ, MXX, MXY, MXZ] — see read_sif.FORCE_MAP.
+_FORCE_AXIAL = 0  # NXX
+_FORCE_SHEAR_Z = 2  # NXZ — shear normal to the plate (girder web plane)
+_FORCE_MOMENT_Y = 4  # MXY — bending in the plate-normal plane
+_MAX_PROVENANCE_SOURCES = 8
+
+
+@dataclass(frozen=True)
+class GirderCapacityModel:
+    """One girder bay and everything the Section-7 check needs from the model.
+
+    ``l``/``s``/``t``/``As``/``Is`` come from the *flanking* stiffened panels
+    (the panels whose stiffeners the girder supports); ``notes`` records the
+    aggregation choices so a report can surface them.
+    """
+
+    name: str
+    id: str
+    element_ids: tuple[int, ...]
+    tributary_plate_ids: tuple[int, ...]
+    section: CapSection
+    material: CapMaterial
+    LG: float  # girder span (this bay) [m]
+    l: float  # effective stiffener span = 0.5*(l1 + l2) [m]  # noqa: E741
+    l1: float  # adjacent stiffener span on one side of the girder [m]
+    l2: float  # adjacent stiffener span on the other side of the girder [m]
+    s: float  # stiffener spacing of the flanking panels [m]
+    t: float  # plate thickness [m]
+    As: float  # aggregate stiffener area (excl. plate) [m^2]
+    Is: float  # stiffener inertia with full plate width s as flange [m^4]
+    stiffener_section: CapSection | None = None
+    continuous: bool = True
+    stiffener_continuous_through: bool = True
+    stations: tuple[tuple[float, float, float], ...] = ()
+    #: Supported-stiffener lines (2-point polylines, clipped to the tributary
+    #: strip) — viewer decoration showing which stiffeners the girder carries.
+    stiffener_stations: tuple[tuple[tuple[float, float, float], ...], ...] = ()
+    notes: tuple[str, ...] = ()
+
+
+@dataclass(frozen=True)
+class ResolvedGirderCase:
+    """Section-7 design loads for one (result case, girder bay).
+
+    ``vectors`` hold the 3 along-span positions (end 1 / mid / end 2, [5.3]):
+    ``NG`` axial force [N] (compression positive), ``MG`` bending moment [Nm]
+    (tension in plate flange positive), ``Tau`` plate shear [Pa]. ``variables``
+    carry ``SigmaXSd`` (stress in the stiffener direction, compression
+    positive), ``PSd`` (lateral pressure) and ``VSd`` (max web shear force).
+    """
+
+    result_case: int
+    girder: str
+    capacity_model_id: str = ""
+    variables: dict[str, float] = field(default_factory=dict)
+    vectors: dict[str, list[float]] = field(default_factory=dict)
+    provenance: dict[str, Any] = field(default_factory=dict)
+
+
+# --------------------------------------------------------------------------- #
+# Girder identification
+# --------------------------------------------------------------------------- #
+def girder_runs(
+    mesh: Mesh,
+    aux: extract.AuxRecords | None = None,
+    *,
+    group: str | list[str] | None = None,
+) -> list[tuple[str, tuple[int, ...]]]:
+    """Identify girder bays: primary plate-bordering beam runs between supports.
+
+    Returns ``(name, ordered element ids)`` per bay. Primary beams are the
+    plate-bordering profiles that are *not* the dominant (secondary-stiffener)
+    profile; colinear same-profile chains are split at crossings with other
+    primaries and at perpendicular plate junctions, so each run is one
+    DNV-RP-C201 girder span L_G.
+    """
+    from ada.fem.shapes.definitions import LineShapes, ShellShapes
+
+    beam_ids: list[int] = []
+    shell_ids: list[int] = []
+    for block in mesh.elements:
+        etype = block.elem_info.type
+        ids = [int(x) for x in block.identifiers]
+        if isinstance(etype, LineShapes):
+            beam_ids.extend(ids)
+        elif isinstance(etype, ShellShapes):
+            shell_ids.extend(ids)
+
+    all_line_ids = set(beam_ids)
+    all_shell_ids = set(shell_ids)
+
+    if group is not None:
+        members = SinSource._scoped_set_members(mesh, group)
+        beam_ids = [b for b in beam_ids if b in members]
+        # A plate-only scope still has its girders on the plate boundary; pull in
+        # the beams bordering the scoped plates.
+        plate_members = members.intersection(all_shell_ids)
+        if plate_members:
+            from ada.fem.capacity.sources import _beams_bordering_plates
+
+            beam_ids = sorted(set(beam_ids) | _beams_bordering_plates(mesh, sorted(all_line_ids), plate_members))
+
+    bordering = [b for b in beam_ids if extract.tributary_plate_ids(mesh, (b,), shell_ids)]
+    secondary = set(SinSource._secondary_stiffener_ids(mesh, bordering))
+    primary = [b for b in bordering if b not in secondary]
+    if not primary:
+        return []
+
+    runs = _connected_colinear_runs(mesh, primary)
+    # Split each chain at its supports. ``secondary_ids`` excludes the
+    # stiffeners from the support test, so a stiffener crossing the girder does
+    # NOT end the bay while a perpendicular girder / plate junction does.
+    runs = _split_runs_at_supports(mesh, runs, secondary, all_line_ids, all_shell_ids)
+
+    concept_names = getattr(aux, "concept_name_by_element", {}) if aux is not None else {}
+    from ada.fem.capacity.sources import _concept_base
+
+    named: list[tuple[str, tuple[int, ...]]] = []
+    counts: dict[str, int] = {}
+    for run in runs:
+        base = _concept_base(concept_names.get(run[0], f"el{run[0]}"))
+        counts[base] = counts.get(base, 0) + 1
+        named.append((base, run))
+    seen: dict[str, int] = {}
+    out: list[tuple[str, tuple[int, ...]]] = []
+    for base, run in named:
+        if counts[base] > 1:
+            seen[base] = seen.get(base, 0) + 1
+            out.append((f"Girder_{base}@{seen[base]}", run))
+        else:
+            out.append((f"Girder_{base}", run))
+    return out
+
+
+# --------------------------------------------------------------------------- #
+# Girder capacity models
+# --------------------------------------------------------------------------- #
+def build_girder_models(
+    mesh: Mesh,
+    aux: extract.AuxRecords,
+    panel_models: list[CapacityModel],
+    *,
+    group: str | list[str] | None = None,
+    on_progress: Callable[[int, int], None] | None = None,
+) -> list[GirderCapacityModel]:
+    """Build one :class:`GirderCapacityModel` per girder bay.
+
+    ``panel_models`` are the stiffened-panel capacity models already built for
+    this mesh; the panels flanking a girder supply its stiffener span ``l``,
+    stiffener spacing ``s``, plate thickness ``t`` and the aggregate stiffener
+    properties ``As`` / ``Is``. Girder bays without any perpendicular flanking
+    panel are skipped (logged) — there is nothing for the girder to support.
+    """
+    runs = girder_runs(mesh, aux, group=group)
+    idx = extract._ensure_index(mesh)
+
+    # Per panel: plate nodes (line-contact test), stiffener axis
+    # (perpendicularity test) and plate plane (coplanarity test), computed once.
+    panel_info: list[_PanelInfo] = []
+    for pm in panel_models:
+        if not pm.stiffeners or not pm.plates:
+            continue
+        st = pm.stiffeners[0]
+        if not st.element_ids:
+            continue
+        st_axis, _ = extract.beam_axis_and_span(mesh, st.element_ids)
+        nodes = {n for p in pm.plates for e in p.element_ids for n in idx.elem_nodes.get(e, ())}
+        first_plate_elem = next((e for p in pm.plates for e in p.element_ids), None)
+        if first_plate_elem is None:
+            continue
+        coords = extract.element_node_coords(mesh, first_plate_elem)
+        if len(coords) < 3:
+            continue
+        normal = np.cross(coords[1] - coords[0], coords[2] - coords[0])
+        norm = float(np.linalg.norm(normal))
+        if norm <= 0.0:
+            continue
+        panel_info.append(
+            _PanelInfo(
+                model=pm,
+                nodes=nodes,
+                stiffener_axis=st_axis,
+                plane_normal=normal / norm,
+                plane_point=coords[0],
+            )
+        )
+
+    # Phase 1: per bay, the flanking panels + section/bay dims (no tributary yet).
+    prepared: list[_PreparedGirder] = []
+    total = len(runs)
+    for i, (name, run) in enumerate(runs, start=1):
+        pre = _prepare_girder(mesh, aux, name, run, panel_info, idx)
+        if pre is not None:
+            prepared.append(pre)
+        if on_progress is not None:
+            on_progress(i, total)
+
+    # Phase 2: partition the flanking plate elements between girders. An
+    # element within a girder's bay window and half-span (l_i/2) is a claim;
+    # among *parallel* claimants the nearest girder wins (so parallel girders'
+    # strips never overlap, also with mixed bay widths), while *perpendicular*
+    # claimants each keep the element — the corner square at a girder crossing
+    # genuinely serves both, and dropping it would carve the rectangles.
+    claims: dict[int, list[tuple[float, int]]] = {}  # element -> [(distance, prepared idx)]
+    centroid_cache: dict[int, np.ndarray] = {}
+    for gi, pre in enumerate(prepared):
+        seen: set[int] = set()
+        for pm in pre.strip_panels:
+            for p in pm.plates:
+                for e in p.element_ids:
+                    e = int(e)
+                    if e in seen:
+                        continue
+                    seen.add(e)
+                    centroid = centroid_cache.get(e)
+                    if centroid is None:
+                        coords = [idx.node_coord[n] for n in idx.elem_nodes.get(e, ()) if n in idx.node_coord]
+                        if not coords:
+                            continue
+                        centroid = np.mean(np.asarray(coords), axis=0)
+                        centroid_cache[e] = centroid
+                    rel = centroid - pre.origin
+                    along = float(np.dot(rel, pre.axis))
+                    if along < -1e-3 or along > pre.a_max + 1e-3:
+                        continue
+                    signed = float(np.dot(rel, pre.perp_dir))
+                    half = pre.half_by_side.get(1 if signed >= 0.0 else -1, 0.0)
+                    if abs(signed) > half + 1e-3:
+                        continue
+                    claims.setdefault(e, []).append((abs(signed), gi))
+
+    trib_by_girder: dict[int, list[int]] = {}
+    for e, entries in claims.items():
+        for distance, gi in entries:
+            axis = prepared[gi].axis
+            beaten = any(
+                other_gi != gi
+                # Ties (element exactly mid-way between two parallel girders)
+                # break on the girder index so exactly one side keeps it.
+                and (other_d, other_gi) < (distance, gi) and abs(float(np.dot(prepared[other_gi].axis, axis))) > 0.7
+                for other_d, other_gi in entries
+            )
+            if not beaten:
+                trib_by_girder.setdefault(gi, []).append(e)
+
+    # Phase 3: assemble the models.
+    out: list[GirderCapacityModel] = []
+    for gi, pre in enumerate(prepared):
+        trib = sorted(trib_by_girder.get(gi, []))
+        if not trib:
+            logger.info("capacity girder: empty tributary strip for %s - skipped", pre.name)
+            continue
+        stations = extract.stiffener_stations(mesh, pre.run)
+        l1, l2 = _adjacent_stiffener_spans(pre.half_by_side, pre.l_span)
+        out.append(
+            GirderCapacityModel(
+                name=pre.name,
+                id=_girder_model_id(pre.name, pre.run),
+                element_ids=tuple(pre.run),
+                tributary_plate_ids=tuple(trib),
+                section=pre.section,
+                material=_cap_material(mesh, pre.run[0]),
+                LG=float(pre.span),
+                l=pre.l_span,
+                l1=l1,
+                l2=l2,
+                s=pre.s_spacing,
+                t=pre.t,
+                As=pre.As,
+                Is=pre.Is,
+                stiffener_section=pre.st_section,
+                stations=tuple(tuple(p) for p in stations or ()),
+                stiffener_stations=_supported_stiffener_lines(mesh, pre),
+                notes=tuple(pre.notes),
+            )
+        )
+    return out
+
+
+def _adjacent_stiffener_spans(half_by_side: dict[int, float], fallback: float) -> tuple[float, float]:
+    """Return the two adjacent stiffener spans carried by a girder.
+
+    The capacity equations consume the effective width ``l``. Stipla DNV-G and
+    DNV-RP-C201 Figure 5-4 keep the two neighbouring panel spans separately as
+    L1/L2, with the effective plate flange width equal to their mean. For an
+    edge/single-sided girder, mirror the one available side so the effective
+    width stays unchanged and both exported spans remain positive.
+    """
+    spans = [2.0 * half_by_side[side] for side in sorted(half_by_side) if half_by_side[side] > 0.0]
+    if len(spans) >= 2:
+        return float(spans[0]), float(spans[1])
+    if len(spans) == 1:
+        return float(spans[0]), float(spans[0])
+    return float(fallback), float(fallback)
+
+
+def _supported_stiffener_lines(mesh: Mesh, pre: _PreparedGirder) -> tuple[tuple[tuple[float, float, float], ...], ...]:
+    """The supported stiffeners as 2-point lines clipped to the tributary strip.
+
+    Viewer decoration: each strip panel's stiffener line, cut to this bay's
+    along-extent and to the per-side rectangle, so the girder capacity model can
+    show the stiffeners it carries without spilling into the neighbours.
+    """
+    half_plus = pre.half_by_side.get(1, 0.0)
+    half_minus = pre.half_by_side.get(-1, 0.0)
+    out: list[tuple[tuple[float, float, float], ...]] = []
+    for pm in pre.strip_panels:
+        for st in pm.stiffeners:
+            if not st.element_ids:
+                continue
+            stations = extract.stiffener_stations(mesh, st.element_ids)
+            if not stations or len(stations) < 2:
+                continue
+            p0 = np.asarray(stations[0], dtype=float)
+            p1 = np.asarray(stations[-1], dtype=float)
+            clipped = _clip_segment_to_strip(p0, p1, pre, half_plus, half_minus)
+            if clipped is not None:
+                out.append((tuple(float(v) for v in clipped[0]), tuple(float(v) for v in clipped[1])))
+    return tuple(out)
+
+
+def _clip_segment_to_strip(
+    p0: np.ndarray,
+    p1: np.ndarray,
+    pre: _PreparedGirder,
+    half_plus: float,
+    half_minus: float,
+) -> tuple[np.ndarray, np.ndarray] | None:
+    """Clip a segment to along in [0, a_max] and signed perp in [-half-, +half+]."""
+    r0 = p0 - pre.origin
+    r1 = p1 - pre.origin
+    a0, a1 = float(np.dot(r0, pre.axis)), float(np.dot(r1, pre.axis))
+    s0, s1 = float(np.dot(r0, pre.perp_dir)), float(np.dot(r1, pre.perp_dir))
+    t_lo, t_hi = 0.0, 1.0
+    for value0, value1, lo, hi in (
+        (a0, a1, -1e-3, pre.a_max + 1e-3),
+        (s0, s1, -half_minus - 1e-3, half_plus + 1e-3),
+    ):
+        dv = value1 - value0
+        if abs(dv) < 1e-12:
+            if value0 < lo or value0 > hi:
+                return None
+            continue
+        t_at_lo = (lo - value0) / dv
+        t_at_hi = (hi - value0) / dv
+        t_min, t_max = min(t_at_lo, t_at_hi), max(t_at_lo, t_at_hi)
+        t_lo, t_hi = max(t_lo, t_min), min(t_hi, t_max)
+    if t_hi - t_lo < 1e-3:
+        return None
+    return p0 + t_lo * (p1 - p0), p0 + t_hi * (p1 - p0)
+
+
+@dataclass(frozen=True)
+class _PanelInfo:
+    """Case-invariant flanking-candidate facts for one stiffened panel."""
+
+    model: CapacityModel
+    nodes: frozenset[int] | set[int]
+    stiffener_axis: np.ndarray
+    plane_normal: np.ndarray
+    plane_point: np.ndarray
+
+
+@dataclass(frozen=True)
+class _PreparedGirder:
+    """One girder bay with its flanking panels resolved (tributary pending)."""
+
+    name: str
+    run: tuple[int, ...]
+    axis: np.ndarray
+    origin: np.ndarray
+    a_max: float
+    span: float
+    flanking: list[CapacityModel]
+    strip_panels: list[CapacityModel]
+    perp_dir: np.ndarray
+    half_by_side: dict[int, float]  # {+1/-1: rectangle half-width on that side}
+    l_span: float
+    s_spacing: float
+    t: float
+    As: float
+    Is: float
+    st_section: CapSection
+    section: CapSection
+    notes: list[str]
+
+
+def _prepare_girder(
+    mesh: Mesh,
+    aux: extract.AuxRecords,
+    name: str,
+    run: tuple[int, ...],
+    panel_info: list[_PanelInfo],
+    idx,
+) -> _PreparedGirder | None:
+    axis, span = extract.beam_axis_and_span(mesh, run)
+    if span <= 0.0:
+        return None
+    run_nodes = {n for e in run for n in idx.elem_nodes.get(e, ()) if n in idx.node_coord}
+    if not run_nodes:
+        return None
+    ref_coord = idx.node_coord[next(iter(run_nodes))]
+    run_alongs = [float(np.dot(idx.node_coord[n] - ref_coord, axis)) for n in run_nodes]
+    origin = ref_coord + min(run_alongs) * axis  # bay start on the girder line
+    a_max = max(run_alongs) - min(run_alongs)
+
+    # A flanking panel supports the girder when (a) its stiffeners run
+    # perpendicular to it, (b) the girder line lies IN the panel's plane (a
+    # deck girder must not adopt wall panels it merely touches at a corner),
+    # and (c) it shares at least an edge with the girder line. A girder that
+    # only carries parallel-stiffener panels (a primary supporting secondary
+    # girders) gets no flanking panels here and is skipped: the check targets
+    # girders that directly support stiffeners.
+    candidates: list[tuple[_PanelInfo, tuple[float, float, float], tuple[float, float]]] = []
+    for info in panel_info:
+        if abs(float(np.dot(info.stiffener_axis, axis))) > _PERPENDICULAR_COS_TOL:
+            continue
+        if abs(float(np.dot(info.plane_normal, axis))) > _PLANE_CONTAINS_AXIS_TOL:
+            continue
+        if abs(float(np.dot(info.plane_normal, origin - info.plane_point))) > _COPLANAR_TOL:
+            continue
+        shared = run_nodes & info.nodes
+        if len(shared) < 2:
+            continue
+        alongs = [float(np.dot(idx.node_coord[n] - origin, axis)) for n in shared if n in idx.node_coord]
+        if len(alongs) < 2:
+            continue
+        interval = (min(alongs), max(alongs))
+        plane_key = tuple(float(v) for v in np.round(np.abs(info.plane_normal), 1))
+        candidates.append((info, plane_key, interval))
+    if not candidates:
+        logger.info("capacity girder: no perpendicular flanking panel for %s - skipped", name)
+        return None
+
+    # A girder on a plane junction (deck edge) can be flanked in two planes;
+    # the capacity model must live in one. Keep the plane with the most line
+    # contact and note what was dropped. The girder qualifies only when the
+    # union of its in-plane contact intervals covers a real fraction of the
+    # bay — corner touches alone are not support.
+    notes: list[str] = []
+    contact_by_plane: dict[tuple[float, float, float], float] = {}
+    for _info, plane_key, interval in candidates:
+        contact_by_plane[plane_key] = contact_by_plane.get(plane_key, 0.0) + (interval[1] - interval[0])
+    best_plane = max(contact_by_plane, key=lambda k: contact_by_plane[k])
+    if len(contact_by_plane) > 1:
+        notes.append(
+            "girder lies on a plane junction; capacity model uses the dominant "
+            f"plane (normal ~{best_plane}), panels in the other plane(s) dropped"
+        )
+    in_plane = [(info, interval) for info, plane_key, interval in candidates if plane_key == best_plane]
+    coverage = _interval_union_length([iv for _, iv in in_plane])
+    if coverage < _MIN_LINE_CONTACT_FRACTION * span:
+        logger.info(
+            "capacity girder: %s supported over only %.0f%% of the bay - skipped", name, 100.0 * coverage / span
+        )
+        return None
+    # The tributary strip takes every in-plane panel touching the girder line
+    # (partial-bay panels fill the strip to the bay ends); the *support
+    # properties* (l, s, t, As, Is) come from the panels with substantial line
+    # contact — a small edge touch says nothing about what the girder carries.
+    strip_panels = [info.model for info, _ in in_plane]
+    flanking = [
+        info.model for info, interval in in_plane if interval[1] - interval[0] >= _MIN_LINE_CONTACT_FRACTION * span
+    ]
+    if not flanking:
+        # No single panel dominates the bay (e.g. two half-bay panels): use
+        # every in-plane panel for the dims too.
+        flanking = strip_panels
+
+    # Per-side half-widths of the tributary rectangle: the dominant (largest
+    # line contact) panel on each side of the girder line sets that side's
+    # reach as its half-span l_side/2. Clipping every candidate element to
+    # these two explicit rectangles is what keeps the strip rectangular even
+    # when panels of different widths meet along the girder.
+    perp_dir = np.cross(in_plane[0][0].plane_normal, axis)
+    perp_norm = float(np.linalg.norm(perp_dir))
+    perp_dir = perp_dir / perp_norm if perp_norm > 0.0 else perp_dir
+    best_contact_by_side: dict[int, float] = {}
+    half_by_side: dict[int, float] = {}
+    for info, interval in in_plane:
+        coords = [idx.node_coord[n] for n in info.nodes if n in idx.node_coord]
+        if not coords:
+            continue
+        centroid = np.mean(np.asarray(coords), axis=0)
+        side = 1 if float(np.dot(centroid - origin, perp_dir)) >= 0.0 else -1
+        contact = interval[1] - interval[0]
+        l_i = info.model.plates[0].length if info.model.plates else 0.0
+        if l_i > 0.0 and contact > best_contact_by_side.get(side, 0.0):
+            best_contact_by_side[side] = contact
+            half_by_side[side] = l_i / 2.0
+
+    plates = [pm.plates[0] for pm in flanking if pm.plates]
+    spans = [p.length for p in plates if p.length > 0.0]
+    spacings = [p.width for p in plates if p.width > 0.0]
+    thicknesses = [p.thickness for p in plates if p.thickness > 0.0]
+    if not spans or not spacings or not thicknesses:
+        logger.info("capacity girder: flanking panels of %s carry no usable plate dims - skipped", name)
+        return None
+    l1_span, l2_span = _adjacent_stiffener_spans(half_by_side, float(np.mean(spans)))
+    l_span = 0.5 * (l1_span + l2_span)
+    s_spacing = float(np.mean(spacings))
+    if span <= s_spacing:
+        # A bay shorter than the stiffener spacing supports no stiffener — a stub
+        # member (bracket/reinforcement), not a girder ([7.8.3] needs s < L_G).
+        logger.info("capacity girder: %s span %.3f m <= stiffener spacing %.3f m - skipped", name, span, s_spacing)
+        return None
+    t = float(min(thicknesses))
+    if len(set(np.round(thicknesses, 6))) > 1:
+        notes.append(f"flanking panels have mixed plate thickness; min used (t={t:.4f} m)")
+    if len(flanking) == 1:
+        notes.append("girder flanked by a panel on one side only; l taken from that side")
+
+    st_section = flanking[0].stiffeners[0].section
+    As, Is = _stiffener_As_Is(st_section, s_spacing, t)
+    if st_section.is_bulb:
+        notes.append("stiffener As/Is from raw bulb dims (no bulb->angle idealization)")
+
+    section = _section_of(mesh, aux, run[0])
+    if section.height <= 0.0 or section.web_thickness <= 0.0:
+        logger.info("capacity girder: no usable girder section for %s - skipped", name)
+        return None
+
+    return _PreparedGirder(
+        name=name,
+        run=run,
+        axis=axis,
+        origin=origin,
+        a_max=a_max,
+        span=float(span),
+        flanking=flanking,
+        strip_panels=strip_panels,
+        perp_dir=perp_dir,
+        half_by_side=half_by_side,
+        l_span=l_span,
+        s_spacing=s_spacing,
+        t=t,
+        As=As,
+        Is=Is,
+        st_section=st_section,
+        section=section,
+        notes=notes,
+    )
+
+
+def _interval_union_length(intervals: list[tuple[float, float]]) -> float:
+    """Total length covered by the union of 1-D intervals."""
+    if not intervals:
+        return 0.0
+    merged = 0.0
+    current_start, current_end = None, None
+    for start, end in sorted(intervals):
+        if current_end is None or start > current_end:
+            if current_end is not None:
+                merged += current_end - current_start
+            current_start, current_end = start, end
+        else:
+            current_end = max(current_end, end)
+    merged += current_end - current_start
+    return merged
+
+
+def _girder_model_id(name: str, run: tuple[int, ...]) -> str:
+    payload = json.dumps(sorted(int(e) for e in run), separators=(",", ":"))
+    digest = hashlib.blake2s(payload.encode("ascii"), digest_size=6).hexdigest()
+    return f"{name}#{digest}"
+
+
+def _stiffener_As_Is(section: CapSection, s: float, t: float) -> tuple[float, float]:
+    """Aggregate stiffener properties for the girder check.
+
+    ``As`` — stiffener area excluding the plate. ``Is`` — moment of inertia of
+    the stiffener with the full plate width ``s`` acting as flange (used in
+    DNV-RP-C201 eqs. (7.40)/(6.51)/(7.3)), from the composite plate + web +
+    flange section about its own neutral axis (z measured from the plate
+    mid-plane).
+    """
+    h = float(section.height)
+    tw = float(section.web_thickness)
+    bf = float(section.flange_width)
+    tf = float(section.flange_thickness)
+    if h <= 0.0 or tw <= 0.0:
+        return 0.0, 0.0
+    hw = max(h - tf, 0.0) if (bf > 0.0 and tf > 0.0) else h
+
+    parts = [(s * t, 0.0, s * t**3 / 12.0)]  # (A, z_centroid, I_local)
+    parts.append((hw * tw, t / 2.0 + hw / 2.0, tw * hw**3 / 12.0))
+    if bf > 0.0 and tf > 0.0:
+        parts.append((bf * tf, t / 2.0 + hw + tf / 2.0, bf * tf**3 / 12.0))
+
+    area = sum(a for a, _, _ in parts)
+    if area <= 0.0:
+        return 0.0, 0.0
+    zc = sum(a * z for a, z, _ in parts) / area
+    inertia = sum(i_local + a * (z - zc) ** 2 for a, z, i_local in parts)
+    a_stiffener = sum(a for a, _, _ in parts[1:])
+    return a_stiffener, inertia
+
+
+def _girder_section_area(section: CapSection) -> float:
+    h = float(section.height)
+    tw = float(section.web_thickness)
+    bf = float(section.flange_width)
+    tf = float(section.flange_thickness)
+    if h <= 0.0 or tw <= 0.0:
+        return 0.0
+    hw = max(h - tf, 0.0) if (bf > 0.0 and tf > 0.0) else h
+    return hw * tw + max(bf, 0.0) * max(tf, 0.0)
+
+
+# --------------------------------------------------------------------------- #
+# Section-7 load resolve
+# --------------------------------------------------------------------------- #
+@dataclass
+class _GirderGeom:
+    """Case-invariant per-girder geometry (mirrors ``_StiffGeom``)."""
+
+    element_ids: tuple[int, ...]
+    axis: np.ndarray
+    origin: np.ndarray
+    trib: list[int]
+    cs_by_element: dict[int, tuple[float, float]]
+    area_by_element: dict[int, float]
+    elem_along: dict[int, tuple[float, float]]  # element -> (along start, along end)
+
+
+def _build_girder_geom(mesh: Mesh, aux: extract.AuxRecords, gm: GirderCapacityModel) -> _GirderGeom:
+    axis, _ = extract.beam_axis_and_span(mesh, gm.element_ids)
+    origin = extract.element_node_coords(mesh, gm.element_ids[0])[0]
+
+    elem_along: dict[int, tuple[float, float]] = {}
+    for e in gm.element_ids:
+        coords = extract.element_node_coords(mesh, e)
+        a0 = float(np.dot(coords[0] - origin, axis))
+        a1 = float(np.dot(coords[-1] - origin, axis))
+        elem_along[e] = (min(a0, a1), max(a0, a1))
+
+    cs_by_element: dict[int, tuple[float, float]] = {}
+    area_by_element: dict[int, float] = {}
+    for pe in gm.tributary_plate_ids:
+        transform = aux.element_transform_by_element.get(pe)
+        cs_by_element[pe] = _rotation_cossin(mesh, pe, axis, transform)
+        area_by_element[pe] = _element_area(mesh, pe)
+
+    return _GirderGeom(
+        element_ids=gm.element_ids,
+        axis=axis,
+        origin=origin,
+        trib=list(gm.tributary_plate_ids),
+        cs_by_element=cs_by_element,
+        area_by_element=area_by_element,
+        elem_along=elem_along,
+    )
+
+
+def _beam_run_stations(
+    force_blocks,
+    geom: _GirderGeom,
+    component: int,
+    *,
+    sign: float = 1.0,
+) -> list[float]:
+    """Force component at the run's end 1 / mid / end 2 ([5.3] positions).
+
+    Unlike the per-element station average used for single-bay stiffeners, a
+    girder bay is a chain of beam elements: each force sample is placed at its
+    along-run coordinate (element start / mid / end for result-point positions
+    1/2/3) and the three stations read the samples nearest the run ends and
+    midpoint.
+    """
+    samples: list[tuple[float, float]] = []
+    for el in geom.element_ids:
+        a0, a1 = geom.elem_along.get(el, (0.0, 0.0))
+        for sub in _rows_for_element(force_blocks, el):
+            for row in sub:
+                pos = int(row[1])
+                along = a0 if pos == 1 else (a1 if pos == 3 else 0.5 * (a0 + a1))
+                samples.append((along, float(row[2 + component]) * sign))
+    if not samples:
+        return [0.0, 0.0, 0.0]
+    along = np.array([a for a, _ in samples])
+    values = np.array([v for _, v in samples])
+    span = float(np.ptp(along))
+    if span <= 1e-12:
+        mean = float(values.mean())
+        return [mean, mean, mean]
+    tol = max(span * 1e-6, 1e-6)
+    start = float(values[along <= along.min() + tol].mean())
+    end = float(values[along >= along.max() - tol].mean())
+    mid_coord = 0.5 * (float(along.min()) + float(along.max()))
+    mid = float(values[np.abs(along - mid_coord) == np.abs(along - mid_coord).min()].mean())
+    return [start, mid, end]
+
+
+def _beam_position_nodes(node_ids: list[int], position: int) -> list[int]:
+    if not node_ids:
+        return []
+    if position == 1:
+        return [int(node_ids[0])]
+    if position == 3:
+        return [int(node_ids[-1])]
+    if len(node_ids) >= 3:
+        return [int(node_ids[2])]
+    return [int(n) for n in node_ids]
+
+
+def _beam_run_station_data(
+    mesh: Mesh,
+    force_blocks,
+    geom: _GirderGeom,
+    component: int,
+    *,
+    sign: float = 1.0,
+    unit: str,
+    component_label: str,
+) -> tuple[list[float], dict[int, dict[str, Any]]]:
+    samples: list[dict[str, Any]] = []
+    for el in geom.element_ids:
+        a0, a1 = geom.elem_along.get(el, (0.0, 0.0))
+        nodes = extract.element_node_ids(mesh, el)
+        for sub in _rows_for_element(force_blocks, el):
+            for row in sub:
+                pos = int(row[1])
+                along = a0 if pos == 1 else (a1 if pos == 3 else 0.5 * (a0 + a1))
+                raw = float(row[2 + component])
+                samples.append(
+                    {
+                        "element_id": int(el),
+                        "node_ids": _beam_position_nodes(nodes, pos),
+                        "force_position": pos,
+                        "along_m": _round_source_value(along),
+                        "_along_exact": along,
+                        "raw_value": _round_source_value(raw),
+                        "value": _round_source_value(raw * sign),
+                        "_exact": raw * sign,
+                        "unit": unit,
+                    }
+                )
+    if not samples:
+        empty = {
+            pos: {
+                "label": f"{component_label} station {pos}",
+                "position": pos,
+                "calculation": "No matching beam FORCE rows were found; value resolved to zero.",
+                "formula": "0",
+                "source_sets": [],
+            }
+            for pos in (1, 2, 3)
+        }
+        return [0.0, 0.0, 0.0], empty
+
+    along = np.array([float(s["_along_exact"]) for s in samples])
+    values = np.array([float(s["_exact"]) for s in samples])
+    span = float(np.ptp(along))
+    if span <= 1e-12:
+        value_sets = {pos: samples for pos in (1, 2, 3)}
+        values_out = [float(values.mean())] * 3
+    else:
+        tol = max(span * 1e-6, 1e-6)
+        start_samples = [s for s, a in zip(samples, along) if a <= along.min() + tol]
+        end_samples = [s for s, a in zip(samples, along) if a >= along.max() - tol]
+        mid_coord = 0.5 * (float(along.min()) + float(along.max()))
+        mid_dist = np.abs(along - mid_coord)
+        min_mid_dist = float(mid_dist.min())
+        mid_samples = [s for s, d in zip(samples, mid_dist) if d == min_mid_dist]
+        value_sets = {1: start_samples, 2: mid_samples, 3: end_samples}
+        values_out = [
+            float(np.mean([float(s["_exact"]) for s in value_sets[pos]])) if value_sets[pos] else 0.0
+            for pos in (1, 2, 3)
+        ]
+
+    provenance = {}
+    for pos in (1, 2, 3):
+        src = [
+            {k: v for k, v in s.items() if k not in {"_exact", "_along_exact"}}
+            for s in value_sets[pos]
+        ]
+        provenance[pos] = {
+            "label": f"{component_label} station {pos}",
+            "position": pos,
+            "calculation": (
+                "FORCES rows are placed at their along-girder coordinate "
+                "(element start/mid/end for force positions 1/2/3). Station 1 and 3 "
+                "use rows at the run ends; station 2 uses rows nearest the run midpoint."
+            ),
+            "formula": f"mean({component_label} rows selected by along-girder station)",
+            "source_sets": [
+                {
+                    "label": "beam FORCE result rows",
+                    "source_count": len(src),
+                    "element_ids": sorted({int(s["element_id"]) for s in src}),
+                    "sources": src[:_MAX_PROVENANCE_SOURCES],
+                    "truncated_source_count": max(0, len(src) - _MAX_PROVENANCE_SOURCES),
+                }
+            ],
+        }
+    return values_out, provenance
+
+
+def _beam_run_max_abs(force_blocks, geom: _GirderGeom, component: int) -> float:
+    values = [
+        float(row[2 + component])
+        for el in geom.element_ids
+        for sub in _rows_for_element(force_blocks, el)
+        for row in sub
+    ]
+    return max((abs(v) for v in values), default=0.0)
+
+
+def _beam_run_max_abs_data(
+    mesh: Mesh,
+    force_blocks,
+    geom: _GirderGeom,
+    component: int,
+    *,
+    unit: str,
+    component_label: str,
+) -> tuple[float, dict[str, Any]]:
+    sources: list[dict[str, Any]] = []
+    values: list[float] = []
+    for el in geom.element_ids:
+        nodes = extract.element_node_ids(mesh, el)
+        for sub in _rows_for_element(force_blocks, el):
+            for row in sub:
+                pos = int(row[1])
+                raw = float(row[2 + component])
+                values.append(raw)
+                sources.append(
+                    {
+                        "element_id": int(el),
+                        "node_ids": _beam_position_nodes(nodes, pos),
+                        "force_position": pos,
+                        "raw_value": _round_source_value(raw),
+                        "value": _round_source_value(abs(raw)),
+                        "unit": unit,
+                    }
+                )
+    value = max((abs(v) for v in values), default=0.0)
+    return value, {
+        "label": component_label,
+        "calculation": "Maximum absolute value over all girder beam FORCE rows.",
+        "formula": f"max(abs({component_label} FORCES rows))",
+        "source_sets": [
+            {
+                "label": "beam FORCE result rows",
+                "source_count": len(sources),
+                "element_ids": sorted({int(s["element_id"]) for s in sources}),
+                "sources": sources[:_MAX_PROVENANCE_SOURCES],
+                "truncated_source_count": max(0, len(sources) - _MAX_PROVENANCE_SOURCES),
+            }
+        ],
+    }
+
+
+def _resolve_girder(
+    mesh: Mesh,
+    aux: extract.AuxRecords,
+    gm: GirderCapacityModel,
+    case: int,
+    stress_blocks,
+    force_blocks,
+    geom: _GirderGeom,
+) -> ResolvedGirderCase:
+    # Membrane stresses over the tributary plates, rotated into the girder frame
+    # (xx along the girder, yy = stiffener direction, xy shear). Negated to the
+    # compression-positive design convention, as in the stiffened-panel resolve.
+    point_records_by_element = {
+        pe: _element_membrane_point_records(mesh, aux, stress_blocks, pe, geom.axis, geom.cs_by_element.get(pe))
+        for pe in geom.trib
+    }
+    points_by_element = {pe: _point_tuples(records) for pe, records in point_records_by_element.items()}
+    points = [pt for pts in points_by_element.values() for pt in pts]
+    point_records = [record for records in point_records_by_element.values() for record in records]
+    weighted = _area_weighted_element_mean(mesh, points_by_element, geom.area_by_element)
+    overall = -weighted if weighted is not None else np.zeros(3)
+
+    sigma_x_pos = [-x for x in _station_values(points, geom.origin, geom.axis, 1, -float(overall[1]))]
+    tau_pos = [abs(x) for x in _station_values(points, geom.origin, geom.axis, 2, -float(overall[2]))]
+    # [7.8.5]: maximum compressive linearized value within 0.25*L_G of midspan.
+    sigma_x_sd = max(
+        sigma_x_pos[1] + 0.5 * (sigma_x_pos[0] - sigma_x_pos[1]),
+        sigma_x_pos[1],
+        sigma_x_pos[1] + 0.5 * (sigma_x_pos[2] - sigma_x_pos[1]),
+        0.0,
+    )
+
+    # Girder beam force resultants. Axial: compression positive (sign -1 from the
+    # FE tension-positive NXX). Moment: MXY sign-flipped to tension-in-plate-
+    # flange positive — the same convention the stiffened-panel resolve is
+    # calibrated to; verify per model (see further_work girder plan, item 4h).
+    n_g, n_g_provenance = _beam_run_station_data(
+        mesh,
+        force_blocks,
+        geom,
+        _FORCE_AXIAL,
+        sign=-1.0,
+        unit="N",
+        component_label="girder axial force NXX",
+    )
+    m_g, m_g_provenance = _beam_run_station_data(
+        mesh,
+        force_blocks,
+        geom,
+        _FORCE_MOMENT_Y,
+        sign=-1.0,
+        unit="Nm",
+        component_label="girder moment MXY",
+    )
+    v_sd, v_sd_provenance = _beam_run_max_abs_data(
+        mesh,
+        force_blocks,
+        geom,
+        _FORCE_SHEAR_Z,
+        unit="N",
+        component_label="girder web shear NXZ",
+    )
+    p_sd = _area_weighted_pressure(mesh, aux, case, geom.trib, geom.area_by_element)
+
+    axial_area = _girder_section_area(gm.section) + gm.l * gm.t
+    provenance: dict[str, Any] = {
+        "V_Sd": v_sd_provenance,
+        "p_Sd": {
+            "label": "Lateral pressure",
+            "calculation": "Area-weighted mean shell pressure over the girder tributary plate elements.",
+            "formula": "p_Sd = area-weighted mean(BEUSLO pressure)",
+            "source_sets": [
+                {
+                    "label": "tributary plate elements",
+                    "source_count": len(geom.trib),
+                    "element_ids": [int(e) for e in geom.trib],
+                    "sources": [],
+                    "truncated_source_count": 0,
+                }
+            ],
+        },
+    }
+    for pos in (1, 2, 3):
+        i = pos - 1
+        provenance[f"sigma_x_{pos}"] = _station_stress_provenance(
+            records=point_records,
+            origin=geom.origin,
+            axis=geom.axis,
+            position=pos,
+            component=1,
+            label=f"Stiffener-direction stress position {pos}",
+            calculation=(
+                "Shell top/bottom STRESS result points on the girder tributary plate "
+                "elements are averaged to membrane stress, rotated into the girder frame, "
+                "and converted to compression-positive stiffener-direction stress."
+            ),
+            formula="sigma_x,i = - rotated tributary membrane stress component yy at station i",
+            sign=-1.0,
+        )
+        provenance[f"tau_{pos}"] = _station_stress_provenance(
+            records=point_records,
+            origin=geom.origin,
+            axis=geom.axis,
+            position=pos,
+            component=2,
+            label=f"Shear stress position {pos}",
+            calculation=(
+                "Shell membrane shear on the girder tributary plate elements is rotated "
+                "into the girder frame and reported as an absolute design shear stress."
+            ),
+            formula="tau_i = abs(rotated tributary membrane shear at station i)",
+            absolute=True,
+        )
+        provenance[f"N_G{pos}"] = n_g_provenance[pos]
+        provenance[f"M_G{pos}"] = m_g_provenance[pos]
+        provenance[f"sigma_y_{pos}"] = {
+            "label": f"Girder membrane stress position {pos}",
+            "position": pos,
+            "calculation": (
+                "Displayed girder-direction membrane stress is back-calculated from the "
+                "resolved girder axial force and the girder-plus-plate-flange area."
+            ),
+            "formula": "sigma_y,i = N_Gi / (A_G + l*t)",
+            "terms": [
+                _term("N_Gi", n_g[i], "N"),
+                _term("A_G + l*t", axial_area, "m^2"),
+                _term("sigma_y,i", n_g[i] / axial_area if axial_area else 0.0, "Pa"),
+            ],
+            "source_sets": n_g_provenance[pos]["source_sets"],
+        }
+
+    return ResolvedGirderCase(
+        result_case=case,
+        girder=gm.name,
+        capacity_model_id=gm.id,
+        variables={
+            "SigmaXSd": sigma_x_sd,
+            "PSd": float(p_sd),
+            "VSd": float(v_sd),
+        },
+        vectors={
+            "NG": [float(x) for x in n_g],
+            "MG": [float(x) for x in m_g],
+            "Tau": [float(x) for x in tau_pos],
+            "AverageStiffenerDirectionMembraneStresses": [float(x) for x in sigma_x_pos],
+        },
+        provenance=provenance,
+    )
+
+
+def resolve_girder_cases(
+    sin_path: str | pathlib.Path,
+    models: list[GirderCapacityModel],
+    result_cases: list[int] | None = None,
+    *,
+    on_progress: Callable[[int, int], None] | None = None,
+) -> list[ResolvedGirderCase]:
+    """Resolve Section-7 design loads for every (result case, girder bay).
+
+    Accepts basic result cases and RDRESCMB combinations, superposing the FE
+    field blocks exactly like the stiffened-panel
+    :func:`~ada.fem.capacity.stress_resolve.resolve_cases` (the two share the
+    same streaming/superposition machinery).
+    """
+    from ada.fem.formats.sesam.results.read_sin import (
+        iter_sin_step_results,
+        read_sin_metadata,
+    )
+
+    meta = read_sin_metadata(sin_path)
+    available = set(meta.steps)
+    combinations = meta.combinations
+    if result_cases is None:
+        result_cases = meta.steps
+
+    direct: list[int] = []
+    combo_plan: dict[int, dict[int, float]] = {}
+    for c in result_cases:
+        ci = int(c)
+        if ci in combinations:
+            comps = combinations[ci]
+            if not comps:
+                raise ValueError(f"result combination {ci} lists no basic cases")
+            combo_plan[ci] = comps
+        elif ci in available:
+            direct.append(ci)
+        else:
+            raise ValueError(
+                f"requested result case {ci} is not in the SIN. "
+                f"Available basic cases: {sorted(available)}; "
+                f"available combinations: {sorted(combinations)}"
+            )
+    needed_combo_steps = {s for comps in combo_plan.values() for s in comps}
+    missing = sorted(needed_combo_steps - available)
+    if missing:
+        raise ValueError(
+            f"result combination(s) reference basic case(s) {missing} that are not "
+            f"stored in the SIN. Available basic cases: {sorted(available)}"
+        )
+    direct_set = set(direct)
+    needed_steps = sorted(direct_set | needed_combo_steps)
+
+    aux = extract.AuxRecords.from_sin(sin_path)
+    forces_elements = {int(e) for gm in models for e in gm.element_ids}
+    material_by_element: dict[int, tuple[float, float]] | None = None
+
+    out: list[ResolvedGirderCase] = []
+    total = len(direct) + len(combo_plan)
+    done = 0
+    accums: dict[int, dict] = {case: {} for case in combo_plan}
+    geom_cache: dict[str, _GirderGeom] = {}
+
+    def _resolve_step_girders(mesh, case: int, results) -> None:
+        nonlocal material_by_element
+        stress_blocks = [r for r in results if r.name == "STRESS"]
+        force_blocks = [r for r in results if r.name == "FORCES"]
+        if material_by_element is None:
+            material_by_element = {}
+            for gm in models:
+                for element_id in gm.tributary_plate_ids:
+                    mat = _cap_material(mesh, int(element_id))
+                    material_by_element[int(element_id)] = (mat.E, mat.poisson)
+        if not stress_blocks:
+            shim = SimpleNamespace(results=list(results))
+            stress_blocks = _recovered_stress_blocks(
+                mesh, aux, shim, case, material_by_element, log=done == 0
+            )
+        for gm in models:
+            geom = geom_cache.get(gm.id)
+            if geom is None:
+                geom = _build_girder_geom(mesh, aux, gm)
+                geom_cache[gm.id] = geom
+            out.append(_resolve_girder(mesh, aux, gm, case, stress_blocks, force_blocks, geom))
+
+    mesh = None
+    for step, res in iter_sin_step_results(sin_path, needed_steps, forces_elements=forces_elements):
+        if mesh is None:
+            mesh = res.mesh
+        for case, comps in combo_plan.items():
+            factor = comps.get(step)
+            if factor:
+                _superpose_into(accums[case], res.results, float(factor))
+        if step in direct_set:
+            _resolve_step_girders(mesh, step, res.results)
+            done += 1
+            if on_progress is not None:
+                on_progress(done, total)
+
+    for case in combo_plan:
+        _resolve_step_girders(mesh, case, _accum_blocks(accums[case]))
+        done += 1
+        if on_progress is not None:
+            on_progress(done, total)
+    return out
+
+
+# --------------------------------------------------------------------------- #
+# Neutral serialization
+# --------------------------------------------------------------------------- #
+def girders_to_neutral(models: list[GirderCapacityModel], cases: list[ResolvedGirderCase]) -> dict:
+    """Serialize girder capacity models + resolved cases to a neutral dict."""
+    return {
+        "format": "adapy-capacity-girder/1",
+        "girders": [asdict(m) for m in models],
+        "girder_cases": [asdict(c) for c in cases],
+    }
diff --git a/src/ada/fem/capacity/manager.py b/src/ada/fem/capacity/manager.py
new file mode 100644
index 000000000..7af6dffdd
--- /dev/null
+++ b/src/ada/fem/capacity/manager.py
@@ -0,0 +1,164 @@
+"""CapacityManager — orchestrate capacity-model reconstruction from a SIN.
+
+Public entry point. Reads a Sesam ``.SIN`` via the existing
+:func:`~ada.fem.formats.sesam.results.read_sin.read_sin_file`, assembles panel
+groups from a :class:`~ada.fem.capacity.sources.PanelGroupSource`, and builds
+neutral :class:`~ada.fem.capacity.model.CapacityModel` objects with a
+:class:`~ada.fem.capacity.stiffened_plate.CapacityModelBuilder`.
+"""
+
+from __future__ import annotations
+
+import pathlib
+from collections.abc import Callable
+
+from ada.fem.capacity import serialize
+from ada.fem.capacity.extract import AuxRecords
+from ada.fem.capacity.model import CapacityModel, ResolvedCase, write_neutral_json
+from ada.fem.capacity.sources import PanelGroupSource
+from ada.fem.capacity.stiffened_plate import CapacityModelBuilder, StiffenedPlateBuilder
+
+
+class CapacityManager:
+    def __init__(
+        self,
+        sin_path: str | pathlib.Path,
+        source: PanelGroupSource,
+        *,
+        builder: CapacityModelBuilder | None = None,
+    ) -> None:
+        self.sin_path = pathlib.Path(sin_path)
+        self.source = source
+        self.builder = builder or StiffenedPlateBuilder()
+        self._aux: AuxRecords | None = None
+        self._mesh = None
+        self._groups = None
+        self._models: list[CapacityModel] | None = None
+        self._girder_models = None
+
+    # ── construction ──────────────────────────────────────────────────
+    @classmethod
+    def from_sin(
+        cls,
+        sin_path: str | pathlib.Path,
+        source: PanelGroupSource,
+        *,
+        builder: CapacityModelBuilder | None = None,
+    ) -> "CapacityManager":
+        return cls(sin_path, source, builder=builder)
+
+    @property
+    def mesh(self):
+        if self._mesh is None:
+            from ada.fem.formats.sesam.results.read_sin import read_sin_file
+
+            # Step 1 is enough for geometry; the mesh is step-invariant.
+            self._mesh = read_sin_file(self.sin_path, step=1).mesh
+        return self._mesh
+
+    @property
+    def aux(self) -> AuxRecords:
+        if self._aux is None:
+            self._aux = AuxRecords.from_sin(self.sin_path)
+        return self._aux
+
+    # ── capacity models ───────────────────────────────────────────────
+    def panel_groups(self):
+        """Identify (and cache) the panel-group membership.
+
+        Exposed separately from :meth:`capacity_models` because on a large SIN
+        the grouping is the slow part (mesh read + geometric panel
+        reconstruction); a caller can report it as its own progress phase.
+        """
+        if self._groups is None:
+            self._groups = list(self.source.groups(self.mesh, self.aux))
+        return self._groups
+
+    def capacity_models(
+        self,
+        *,
+        on_progress: Callable[[int, int], None] | None = None,
+    ) -> list[CapacityModel]:
+        """Build (and cache) the capacity models.
+
+        ``on_progress(completed, total)`` is called once per built model so a
+        caller can drive a progress bar without this package depending on it.
+        """
+        if self._models is None:
+            groups = self.panel_groups()
+            total = len(groups)
+            models: list[CapacityModel] = []
+            for index, group in enumerate(groups, start=1):
+                models.append(self.builder.build(self.mesh, self.aux, group))
+                if on_progress is not None:
+                    on_progress(index, total)
+            self._models = models
+        elif on_progress is not None:
+            count = len(self._models)
+            on_progress(count, count)
+        return self._models
+
+    # ── resolved design variables (Phase 3) ───────────────────────────
+    def resolve_cases(
+        self,
+        result_cases: list[int] | None = None,
+        *,
+        on_progress: Callable[[int, int], None] | None = None,
+    ) -> list[ResolvedCase]:
+        from ada.fem.capacity.stress_resolve import resolve_cases
+
+        return resolve_cases(
+            self.sin_path,
+            self.capacity_models(),
+            result_cases=result_cases,
+            on_progress=on_progress,
+        )
+
+    # ── girder capacity models (DNV-RP-C201 Section 7) ─────────────────
+    def girder_models(
+        self,
+        *,
+        on_progress: Callable[[int, int], None] | None = None,
+    ):
+        """Build (and cache) the girder capacity models.
+
+        The stiffened-panel models are built first (the girders derive their
+        flanking-panel geometry — l, s, t, As, Is — from them).
+        """
+        if self._girder_models is None:
+            from ada.fem.capacity.girder import build_girder_models
+
+            group = getattr(self.source, "group", None)
+            self._girder_models = build_girder_models(
+                self.mesh,
+                self.aux,
+                self.capacity_models(),
+                group=group,
+                on_progress=on_progress,
+            )
+        elif on_progress is not None:
+            count = len(self._girder_models)
+            on_progress(count, count)
+        return self._girder_models
+
+    def resolve_girder_cases(
+        self,
+        result_cases: list[int] | None = None,
+        *,
+        on_progress: Callable[[int, int], None] | None = None,
+    ):
+        from ada.fem.capacity.girder import resolve_girder_cases
+
+        return resolve_girder_cases(
+            self.sin_path,
+            self.girder_models(),
+            result_cases=result_cases,
+            on_progress=on_progress,
+        )
+
+    # ── serialization ─────────────────────────────────────────────────
+    def to_genie_json(self, path: str | pathlib.Path) -> None:
+        serialize.write_genie_json(path, self.capacity_models())
+
+    def to_neutral_json(self, path: str | pathlib.Path, result_cases: list[int] | None = None) -> None:
+        write_neutral_json(path, self.capacity_models(), self.resolve_cases(result_cases))
diff --git a/src/ada/fem/capacity/model.py b/src/ada/fem/capacity/model.py
new file mode 100644
index 000000000..2e27f5d44
--- /dev/null
+++ b/src/ada/fem/capacity/model.py
@@ -0,0 +1,169 @@
+"""Neutral, serializable capacity-model data structures.
+
+These mirror the semantics of Genie's ``model.json`` (BucklingModels → Plates,
+Stiffeners) and ``*__CriteriaResults.json`` (resolved design Variables /
+VariableVectors), so that:
+
+* a Genie-compatible ``model.json`` mirror is a trivial serialization, and
+* a downstream code-check adapter can consume the neutral JSON 1:1.
+
+All quantities are SI (m, Pa, N). Frozen dataclasses keep models hashable and
+safe to share across result cases.
+"""
+
+from __future__ import annotations
+
+import json
+import pathlib
+from dataclasses import asdict, dataclass, field
+from typing import Any
+
+# Genie SectionType enum value for Holland-profile / bulb-flat sections.
+SECTION_TYPE_BULB = 7
+
+
+@dataclass(frozen=True)
+class CapMaterial:
+    """Plate/stiffener material. ``E``, ``fy``, ``G`` in Pa."""
+
+    E: float
+    fy: float
+    poisson: float = 0.3
+    gamma_m: float = 1.15
+    G: float | None = None
+    name: str = "steel"
+
+
+@dataclass(frozen=True)
+class CapSection:
+    """Stiffener cross-section, described the way Genie's ``model.json`` does.
+
+    ``section_type`` is Genie's ``SectionType`` code (``7`` = bulb/Holland). The
+    web/flange dimensions are the *raw* profile dimensions; the bulb→angle
+    idealization for the actual check is the consumer's responsibility (it lives
+    in the code-check package, not here).
+    """
+
+    name: str
+    section_type: int
+    height: float
+    web_thickness: float
+    flange_width: float = 0.0
+    flange_thickness: float = 0.0
+
+    @property
+    def is_bulb(self) -> bool:
+        return self.section_type == SECTION_TYPE_BULB
+
+
+def dominant_flange(
+    web_thickness: float,
+    top: tuple[float | None, float | None],
+    bottom: tuple[float | None, float | None] = (None, None),
+) -> tuple[float, float]:
+    """Pick the governing (real) flange of an I/T profile description, in m.
+
+    Genie models T-girders as *unsymmetrical I-sections* with one dummy flange:
+    width equal to the web thickness (the GIORH "no flange when B == tw"
+    convention) and a token thickness (~0.1 mm). Taking whichever flange happens
+    to sit in the "top" slot therefore silently drops the real flange (e.g.
+    TG850x300x16x20 checked with a 16 x 0.1 mm flange). Treat a dummy flange as
+    absent and return the larger of the remaining flanges as ``(width,
+    thickness)``; ``(0, 0)`` if the profile genuinely has none.
+    """
+
+    def real(flange: tuple[float | None, float | None]) -> tuple[float, float] | None:
+        b, t = flange
+        if b is None or t is None:
+            return None
+        b, t = float(b), float(t)
+        if b <= 0.0 or t <= 0.0:
+            return None
+        if b <= web_thickness * (1.0 + 1e-6):  # Genie dummy: width == tw
+            return None
+        if t < 5e-4:  # token thickness (0.1 mm dummy flanges)
+            return None
+        return b, t
+
+    candidates = [f for f in (real(top), real(bottom)) if f is not None]
+    if not candidates:
+        return 0.0, 0.0
+    return max(candidates, key=lambda f: f[0] * f[1])
+
+
+@dataclass(frozen=True)
+class CapPlate:
+    """One plate field of a capacity model."""
+
+    name: str
+    thickness: float
+    length: float  # span direction (along stiffener) [m]
+    width: float  # stiffener spacing direction [m]
+    material: CapMaterial
+    element_ids: tuple[int, ...] = ()
+
+
+@dataclass(frozen=True)
+class CapStiffener:
+    """One stiffener of a capacity model."""
+
+    name: str
+    section: CapSection
+    material: CapMaterial
+    span: float  # stiffener length l [m]
+    element_ids: tuple[int, ...] = ()
+    eccentricity: float = 0.0  # working-point offset from plate mid-plane [m]
+    continuous: bool = True
+
+
+@dataclass(frozen=True)
+class CapacityModel:
+    """A capacity model = panel group of plates + stiffeners (one Genie ``BucklingModel``)."""
+
+    name: str
+    plates: tuple[CapPlate, ...] = ()
+    stiffeners: tuple[CapStiffener, ...] = ()
+    id: str = ""
+
+    def stiffener(self, name: str) -> CapStiffener:
+        for s in self.stiffeners:
+            if s.name == name:
+                return s
+        raise KeyError(name)
+
+
+@dataclass(frozen=True)
+class ResolvedCase:
+    """Resolved design variables for one (result case, stiffener).
+
+    Keys in ``variables`` / ``vectors`` mirror Genie's ``Variables`` /
+    ``VariableVectors`` (``SigmaXSd``, ``TauSd``, ``Qdir``,
+    ``AverageTransverseMembraneStresses`` …) so the downstream adapter reads
+    them without translation. ``vectors`` hold the 3 along-span positions
+    (start, mid, end).
+    """
+
+    result_case: int
+    stiffener: str
+    panel_group: str = ""
+    capacity_model_id: str = ""
+    continuous: bool = True
+    variables: dict[str, float] = field(default_factory=dict)
+    vectors: dict[str, list[float]] = field(default_factory=dict)
+    provenance: dict[str, Any] = field(default_factory=dict)
+
+
+# --------------------------------------------------------------------------- #
+# Neutral JSON (de)serialization
+# --------------------------------------------------------------------------- #
+def to_neutral_dict(models: list[CapacityModel], cases: list[ResolvedCase]) -> dict:
+    """Serialize capacity models + resolved cases to a neutral dict."""
+    return {
+        "format": "adapy-capacity/1",
+        "models": [asdict(m) for m in models],
+        "cases": [asdict(c) for c in cases],
+    }
+
+
+def write_neutral_json(path: str | pathlib.Path, models: list[CapacityModel], cases: list[ResolvedCase]) -> None:
+    pathlib.Path(path).write_text(json.dumps(to_neutral_dict(models, cases), indent=2), encoding="utf-8")
diff --git a/src/ada/fem/capacity/serialize.py b/src/ada/fem/capacity/serialize.py
new file mode 100644
index 000000000..6a3fd3f03
--- /dev/null
+++ b/src/ada/fem/capacity/serialize.py
@@ -0,0 +1,71 @@
+"""Serialize a :class:`CapacityModel` to a Genie-compatible ``model.json`` mirror.
+
+The mirror mimics the subset of Genie's ``model.json`` schema needed for
+field-by-field validation (geometry, material, section, element ids), so a
+derived model can be diffed against the reference ``Cc2.run1/model.json``.
+"""
+
+from __future__ import annotations
+
+import json
+import pathlib
+
+from ada.fem.capacity.model import CapacityModel, CapMaterial, CapSection
+
+
+def _material(m: CapMaterial) -> dict:
+    return {
+        "E": m.E,
+        "G": m.G if m.G is not None else m.E / (2.0 * (1.0 + m.poisson)),
+        "fy": m.fy,
+        "GammaM": m.gamma_m,
+        "PoissonRatio": m.poisson,
+    }
+
+
+def _section(s: CapSection) -> dict:
+    return {
+        "SectionName": s.name,
+        "SectionType": s.section_type,
+        "SectionParameters": {
+            "Height": s.height,
+            "WebThickness": s.web_thickness,
+            "FlangeWidth": s.flange_width,
+            "FlangeThickness": s.flange_thickness,
+        },
+    }
+
+
+def to_genie_dict(models: list[CapacityModel]) -> dict:
+    buckling_models = []
+    for i, m in enumerate(models, start=1):
+        plates = [
+            {
+                "Id": j,
+                "Name": p.name,
+                "Type": 0,
+                "Material": _material(p.material),
+                "Geometry": {"Thickness": p.thickness, "Length": p.length, "Width": p.width},
+                "FiniteElements": list(p.element_ids),
+            }
+            for j, p in enumerate(m.plates, start=1)
+        ]
+        stiffeners = [
+            {
+                "Id": j,
+                "Name": s.name,
+                "Type": 1,
+                "Material": _material(s.material),
+                "Sections": [_section(s.section)],
+                "FiniteElements": list(s.element_ids),
+                "SupportAtFirstCrossSection": 0 if s.continuous else 1,
+                "SupportAtSecondCrossSection": 0 if s.continuous else 1,
+            }
+            for j, s in enumerate(m.stiffeners, start=1)
+        ]
+        buckling_models.append({"Id": i, "Name": m.name, "Type": 1, "Plates": plates, "Stiffeners": stiffeners})
+    return {"BucklingModels": buckling_models}
+
+
+def write_genie_json(path: str | pathlib.Path, models: list[CapacityModel]) -> None:
+    pathlib.Path(path).write_text(json.dumps(to_genie_dict(models), indent=2), encoding="utf-8")
diff --git a/src/ada/fem/capacity/sources.py b/src/ada/fem/capacity/sources.py
new file mode 100644
index 000000000..518a49940
--- /dev/null
+++ b/src/ada/fem/capacity/sources.py
@@ -0,0 +1,1231 @@
+"""Panel-group *grouping* sources.
+
+A capacity model is a panel group = a set of plate elements bound by a set of
+stiffener (beam) elements. Genie's Capacity Manager identifies these groups from
+the concept model and mesh. ``SinSource`` uses the SIN concept records when
+available and falls back to mesh/profile geometry when they are not; the source
+stays pluggable behind the :class:`PanelGroupSource` interface.
+
+``ModelJsonSource`` reads the element-id grouping from a Genie ``model.json``.
+It remains useful as an oracle source for validating the SIN-native path against
+the matched reference dataset.
+"""
+
+from __future__ import annotations
+
+import itertools
+import json
+import pathlib
+import re
+from abc import ABC, abstractmethod
+from collections import defaultdict
+from dataclasses import dataclass, field
+
+import numpy as np
+
+from ada.config import logger
+from ada.fem.capacity.model import CapSection
+
+
+@dataclass(frozen=True)
+class PlateSpec:
+    name: str
+    element_ids: tuple[int, ...]
+
+
+@dataclass(frozen=True)
+class StiffenerSpec:
+    name: str
+    element_ids: tuple[int, ...]
+    continuous: bool = True
+    # Section params the SIN reader cannot recover for bulb flats. ``None`` means
+    # "derive from the SIN section" (works for I/box profiles adapy parses).
+    section: CapSection | None = None
+    eccentricity: float | None = None
+
+
+@dataclass(frozen=True)
+class PanelGroupSpec:
+    """A panel group's membership: which plate/stiffener elements belong to it."""
+
+    name: str
+    plates: tuple[PlateSpec, ...] = ()
+    stiffeners: tuple[StiffenerSpec, ...] = ()
+
+
+class PanelGroupSource(ABC):
+    """Yields the panel-group membership for a model.
+
+    ``mesh`` is the SIN :class:`~ada.fem.results.common.Mesh`; a source may use it
+    (e.g. :class:`SinSource`) or ignore it (e.g. :class:`ModelJsonSource`).
+    """
+
+    @abstractmethod
+    def groups(self, mesh, aux=None) -> list[PanelGroupSpec]:  # pragma: no cover - interface
+        ...
+
+
+# --------------------------------------------------------------------------- #
+# Genie model.json grouping source (milestone 1)
+# --------------------------------------------------------------------------- #
+_DBL = -1.7976931348623157e308  # Genie's "unset" sentinel for section params
+
+
+def _section_from_genie(sec: dict) -> CapSection:
+    params = sec.get("SectionParameters", {})
+
+    def _val(key: str) -> float:
+        v = params.get(key, 0.0)
+        return 0.0 if (v is None or v <= _DBL) else float(v)
+
+    return CapSection(
+        name=sec.get("SectionName", ""),
+        section_type=int(sec.get("SectionType", -1)),
+        height=_val("Height"),
+        web_thickness=_val("WebThickness"),
+        flange_width=_val("FlangeWidth"),
+        flange_thickness=_val("FlangeThickness"),
+    )
+
+
+# Genie criterion-id → continuous?
+_CONTINUOUS_BY_SUPPORT = {0: True, 1: False}
+
+
+@dataclass
+class ModelJsonSource(PanelGroupSource):
+    """Read panel-group membership from a Genie ``model.json``."""
+
+    model_json: str | pathlib.Path
+    _data: dict = field(default_factory=dict, init=False, repr=False)
+
+    def __post_init__(self) -> None:
+        self._data = json.loads(pathlib.Path(self.model_json).read_text(encoding="utf-8"))
+
+    def groups(self, mesh=None, aux=None) -> list[PanelGroupSpec]:
+        out: list[PanelGroupSpec] = []
+        for bm in self._data.get("BucklingModels", []):
+            plates = tuple(
+                PlateSpec(
+                    name=p.get("Name", ""),
+                    element_ids=tuple(int(e) for e in p.get("FiniteElements", [])),
+                )
+                for p in bm.get("Plates", [])
+            )
+            stiffeners = tuple(
+                StiffenerSpec(
+                    name=s.get("Name", ""),
+                    element_ids=tuple(int(e) for e in s.get("FiniteElements", [])),
+                    continuous=self._is_continuous(s),
+                    section=_section_from_genie((s.get("Sections") or [{}])[0]),
+                )
+                for s in bm.get("Stiffeners", [])
+            )
+            out.append(PanelGroupSpec(name=bm.get("Name", ""), plates=plates, stiffeners=stiffeners))
+        return out
+
+    @staticmethod
+    def _is_continuous(stiffener: dict) -> bool:
+        # A stiffener supported at both ends is treated as simply supported
+        # ([6.10.1]); otherwise continuous ([6.10.2]). Genie encodes support at
+        # each cross-section; default to continuous when unknown.
+        s1 = int(stiffener.get("SupportAtFirstCrossSection", 0) or 0)
+        s2 = int(stiffener.get("SupportAtSecondCrossSection", 0) or 0)
+        return not (s1 and s2)
+
+
+# --------------------------------------------------------------------------- #
+# SIN-native grouping source (no Genie model.json required)
+# --------------------------------------------------------------------------- #
+@dataclass
+class SinSource(PanelGroupSource):
+    """Identify panel groups straight from the SIN mesh.
+
+    Beam candidates are taken from the scoped mesh/set, filtered to the
+    secondary-stiffener profile when primary girders are present, and grouped
+    with the plate elements that border them. With SIN concept names available
+    this reproduces Genie's panel-group names, stiffener names, and plate-field
+    element tuples, so the stiffened-plate check runs without a Genie capacity
+    run. Section dimensions come from the parsed mesh sections, with raw section
+    cards in :class:`~ada.fem.capacity.extract.AuxRecords` as fallback.
+
+    ``group`` optionally restricts the stiffeners to a named Sesam set/group
+    present in the SIN; bordering plates are always included. ``continuous``
+    sets the support assumption ([6.10.2] vs [6.10.1]) for every stiffener.
+
+    When concept names are absent, stiffener/plate names are synthesised from
+    element ids and multi-element stiffener chains are treated one beam element
+    at a time.
+
+    Genie's Capacity Manager does not keep one panel group per concept plate
+    cell: it fuses adjacent cells into the *maximal rectangular stiffened field*
+    a DNV-RP-C201 check operates on (e.g. the double bottom, where girders run in
+    two directions, is split by both girder families into cells that are then
+    re-merged across the longitudinal girders into full-width panels). With
+    ``merge_panels`` (default) the concept cells are merged the same way, by a
+    geometric rule rather than a per-region special case: coplanar, parallel,
+    same-profile, regularly-spaced stiffener strips that form one rectangle are
+    one panel. ``include_unstiffened`` additionally emits the plate fields that
+    carry no secondary stiffener as stiffener-less panel groups, ready for a
+    future unstiffened-plate check.
+    """
+
+    group: str | list[str] | None = None  # a SIN set name, or several (their union)
+    continuous: bool = True
+    classify_secondary: bool = True
+    merge_panels: bool = True
+    include_unstiffened: bool = False
+
+    def groups(self, mesh, aux=None) -> list[PanelGroupSpec]:
+        from ada.fem.shapes.definitions import LineShapes, ShellShapes
+
+        beam_ids: list[int] = []
+        shell_ids: list[int] = []
+        for block in mesh.elements:
+            etype = block.elem_info.type
+            ids = [int(x) for x in block.identifiers]
+            if isinstance(etype, LineShapes):
+                beam_ids.extend(ids)
+            elif isinstance(etype, ShellShapes):
+                shell_ids.extend(ids)
+
+        # Full, model-wide element sets — kept before any scoping so the support
+        # split can see transverse girders/frames and bulkhead plates that lie
+        # outside the scoped plate set but still terminate a stiffener's span.
+        all_line_ids = set(beam_ids)
+        all_shell_ids = set(shell_ids)
+
+        if self.group is not None:
+            members = self._scoped_set_members(mesh, self.group)
+            scoped = [b for b in beam_ids if b in members]
+            # A scope may be a plate set (e.g. ``Pl_T100`` — plates only, no
+            # stiffener beams). Pull in the stiffeners that border those plates
+            # so a plate set still produces its stiffened panels.
+            plate_members = members.intersection(shell_ids)
+            if plate_members:
+                scoped = sorted(set(scoped) | _beams_bordering_plates(mesh, beam_ids, plate_members))
+            beam_ids = scoped
+
+        from ada.fem.capacity.extract import tributary_plate_ids
+
+        trib_by_beam: dict[int, list[int]] = {}
+        for beam in beam_ids:
+            plate_els = tributary_plate_ids(mesh, (beam,), shell_ids)
+            if not plate_els:
+                continue  # a free beam (no bordering plate) is not a stiffener
+            trib_by_beam[beam] = plate_els
+
+        if self.group is not None:
+            # Restrict the plate side to the scoped region (its plate members plus
+            # the stiffeners' tributary plates). The plate-field bounding and the
+            # merge then work over the scope, not every shell in the model.
+            relevant = members.intersection(shell_ids)
+            relevant.update(p for plates in trib_by_beam.values() for p in plates)
+            shell_ids = sorted(relevant)
+
+        concept_names = getattr(aux, "concept_name_by_element", {}) if aux is not None else {}
+
+        if self.classify_secondary:
+            beam_ids = self._secondary_stiffener_ids(mesh, list(trib_by_beam))
+        else:
+            beam_ids = list(trib_by_beam)
+
+        stiffened = self._geometric_groups(
+            mesh, beam_ids, shell_ids, trib_by_beam, concept_names, all_line_ids, all_shell_ids
+        )
+
+        if self.merge_panels:
+            stiffened = _merge_panels(mesh, stiffened, aux)
+
+        # Subdivide each panel's plate into one field per inter-stiffener strip,
+        # the way Genie does (#fields = #stiffeners + 1). Done once on the final
+        # panel so the bays span its full width regardless of how the concept
+        # cells were merged.
+        stiffened = [_subdivide_plate_fields(mesh, spec) for spec in stiffened]
+
+        out = list(stiffened)
+        if self.include_unstiffened:
+            out.extend(_unstiffened_panels(mesh, shell_ids, stiffened, concept_names))
+        return out
+
+    @staticmethod
+    def _set_members(mesh, group: str) -> set[int]:
+        sets = mesh.sets or {}
+        fs = sets.get(group)
+        if fs is None:
+            if not sets:
+                raise KeyError(
+                    f"set/group {group!r} cannot be scoped: this SIN carries no set membership "
+                    "(GSETMEMB) records - it is a concept-model export with set names only. "
+                    "Run without a group to check the whole model."
+                )
+            available = ", ".join(sorted(sets))
+            raise KeyError(f"set/group {group!r} not found in SIN. Available: {available}")
+        ids = getattr(fs, "_member_ids", None)
+        if ids:
+            return {int(x) for x in ids}
+        return {int(getattr(m, "id", m)) for m in getattr(fs, "members", []) or []}
+
+    @staticmethod
+    def _scoped_set_members(mesh, group: str | list[str]) -> set[int]:
+        if not isinstance(group, str):
+            out: set[int] = set()
+            for one in group:
+                out |= SinSource._scoped_set_members(mesh, one)
+            return out
+        members = SinSource._set_members(mesh, group)
+        prefix, _, area = group.partition("_area_")
+        if not area:
+            return members
+
+        # Sesam concept models often carry broad area sets plus grid-plane sets.
+        # Genie's Capacity Manager scopes a named area to the active x-grid
+        # plane; in the Mini reference this is Mini_area_* ∩ Mini_grid_x100.
+        grid_sets = sorted(
+            name for name in (mesh.sets or {}) if name.startswith(f"{prefix}_grid_x") and name != f"{prefix}_grid_x"
+        )
+        for grid in grid_sets:
+            scoped = members & SinSource._set_members(mesh, grid)
+            if scoped:
+                return scoped
+        return members
+
+    @staticmethod
+    def _secondary_stiffener_ids(mesh, beam_ids: list[int]) -> list[int]:
+        """Filter out primary girders when several beam profiles share a set.
+
+        Purely geometric — independent of any concept-naming convention. The
+        secondary stiffener is the *dominant* plate-bordering profile: there are
+        far more stiffeners than girders or stub members, so the most frequent
+        section (plus any of essentially the same depth) is the stiffener. This
+        replaces the old ``*_sbmN`` concept-role test and the "shallowest
+        profile" rule (which mis-fired on models with tiny stub beams below the
+        real stiffeners).
+        """
+        if not beam_ids:
+            return []
+
+        from ada.fem.capacity.extract import geono_of
+
+        beams_by_geono: dict[int, list[int]] = {}
+        for beam in beam_ids:
+            beams_by_geono.setdefault(geono_of(mesh, beam), []).append(beam)
+        if len(beams_by_geono) == 1:
+            return beam_ids
+
+        dominant = max(beams_by_geono, key=lambda g: len(beams_by_geono[g]))
+        dominant_depth = SinSource._section_depth(mesh, dominant)
+        if dominant_depth <= 0.0:
+            return beam_ids
+        min_count = max(2, int(0.02 * len(beams_by_geono[dominant])))
+        keep_geonos = {
+            geono
+            for geono, beams in beams_by_geono.items()
+            if (
+                abs(SinSource._section_depth(mesh, geono) - dominant_depth) <= 0.05 * dominant_depth
+                or (
+                    len(beams) >= min_count
+                    and 0.25 * dominant_depth <= SinSource._section_depth(mesh, geono) <= 1.25 * dominant_depth
+                )
+            )
+        }
+        return [beam for beam in beam_ids if geono_of(mesh, beam) in keep_geonos]
+
+    @staticmethod
+    def _section_depth(mesh, geono: int) -> float:
+        sec = mesh.sections.get(geono)
+        name_depth = _flatbar_depth_from_name(str(getattr(sec, "name", "")))
+        if name_depth is not None:
+            return name_depth
+        for attr in ("h", "r", "w_top", "w_btn"):
+            value = getattr(sec, attr, None)
+            if value:
+                scale = 2.0 if attr == "r" else 1.0
+                return float(value) * scale
+        return 0.0
+
+    def _geometric_groups(
+        self,
+        mesh,
+        beam_ids: list[int],
+        shell_ids: list[int],
+        trib_by_beam: dict[int, list[int]],
+        concept_names: dict[int, str],
+        all_line_ids: set[int] | None = None,
+        all_shell_ids: set[int] | None = None,
+    ) -> list[PanelGroupSpec]:
+        """Atomic panels from geometry plus optional SIN concept-run identity.
+
+        Each stiffener run (a colinear, node-connected, same-profile chain of
+        beam elements, broken at girder lines) plus its bounded rectangular plate
+        strip is one atomic panel; :func:`_merge_panels` then fuses adjacent
+        strips into Genie's maximal panels. Concept names, when present, are used
+        only to *label* the panels/stiffeners — never to decide grouping.
+        """
+        # Concept names, when present, define support-aware multi-element
+        # stiffener runs; unnamed meshes keep a one-beam fallback.
+        runs = _stiffener_runs(mesh, beam_ids, concept_names)
+        # A SIN concept name spans the *whole physical stiffener*, crossing every
+        # transverse girder/frame/bulkhead it passes. The DNV-RP-C201 span is the
+        # bay between those supports, so split each named run there: a stiffener
+        # carried over a 19.5 m deck by five frames is six ~3.9 m spans, not one
+        # 19.5 m girder-scale span. Without it the check sees girder spans.
+        runs = _split_runs_at_supports(mesh, runs, set(beam_ids), all_line_ids, all_shell_ids)
+        shell_coords = _shell_coords(mesh, shell_ids)
+
+        out: list[PanelGroupSpec] = []
+        used_plate_ids: set[int] = set()
+        for run in sorted(runs, key=min):
+            edge_plate_ids = sorted({p for beam in run for p in trib_by_beam.get(beam, [])})
+            plate_ids = _bounded_plate_ids(mesh, shell_ids, shell_coords, list(run), edge_plate_ids)
+            unique_plate_ids = [plate_id for plate_id in plate_ids if plate_id not in used_plate_ids]
+            if not unique_plate_ids:
+                continue
+            if not _is_rectangular_plate_field(mesh, shell_coords, unique_plate_ids, list(run)):
+                continue
+            used_plate_ids.update(unique_plate_ids)
+            base = _run_label_base(run, concept_names)
+            out.append(
+                PanelGroupSpec(
+                    name=f"panelGroup({base})",
+                    # One raw field here; ``_subdivide_plate_fields`` splits it into
+                    # per-stiffener-bay fields once the panel is final (post-merge).
+                    plates=(PlateSpec(name=f"Plate({base})", element_ids=tuple(sorted(unique_plate_ids))),),
+                    stiffeners=(
+                        StiffenerSpec(
+                            name=_run_stiffener_label(run, concept_names),
+                            element_ids=tuple(run),
+                            continuous=self.continuous,
+                        ),
+                    ),
+                )
+            )
+        return out
+
+
+# Stiffener beam-segment suffix. Used ONLY to derive human-readable panel/
+# stiffener *labels* from concept names — never for a grouping decision.
+_BEAM_SUFFIX_RE = re.compile(r"_[sgr]bm\d+$", re.IGNORECASE)
+
+
+def _concept_base(name: str) -> str:
+    return _BEAM_SUFFIX_RE.sub("", name)
+
+
+def _stiffener_name(name: str) -> str:
+    if name.startswith("Stiffener_") or name.startswith("el"):
+        return name
+    return f"Stiffener_{name}"
+
+
+def _run_label_base(run: tuple[int, ...], concept_names: dict[int, str]) -> str:
+    """Label base for an atomic panel — the (alphabetically first) concept cell
+    its stiffener belongs to, or a synthetic ``elN`` when concepts are absent.
+    Cosmetic only; merged-panel names union these bases via ``_combine_specs``."""
+    bases = sorted({_concept_base(concept_names.get(beam, f"el{beam}")) for beam in run})
+    return bases[0] if bases else f"el{run[0]}"
+
+
+def _run_stiffener_label(run: tuple[int, ...], concept_names: dict[int, str]) -> str:
+    return _stiffener_name(concept_names.get(run[0], f"el{run[0]}"))
+
+
+def _stiffener_runs(
+    mesh,
+    beam_ids: list[int],
+    concept_names: dict[int, str] | None = None,
+) -> list[tuple[int, ...]]:
+    """Return support-aware stiffener runs when concept names are available.
+
+    The atomic unit is a single beam; :func:`_merge_panels` then fuses the
+    bordering strips into Genie's panels. Chaining colinear beams into a single
+    multi-element stiffener is deliberately *not* done here: a physical stiffener
+    is split by Genie at every support — girders **and** the perpendicular-plate
+    floors/bulkheads that the FE mesh does not expose as beams — so a purely
+    geometric chain (which can only see girder beams) over-merges across those
+    floor lines and changes the panel reconstruction. Per-beam keeps the panels
+    correct and the grouping fully naming-independent.
+    """
+    # The paragraph above documents the fallback. Named SIN beams carry a better
+    # support-aware identity, so group connected colinear segments by exact name.
+    if not concept_names:
+        return [(beam,) for beam in beam_ids]
+
+    by_name: dict[str, list[int]] = defaultdict(list)
+    unnamed: list[int] = []
+    for beam in beam_ids:
+        name = concept_names.get(beam)
+        if name:
+            by_name[name].append(beam)
+        else:
+            unnamed.append(beam)
+
+    runs: list[tuple[int, ...]] = []
+    for beams in by_name.values():
+        runs.extend(_connected_colinear_runs(mesh, beams))
+    runs.extend((beam,) for beam in unnamed)
+    return sorted(runs, key=lambda run: min(run))
+
+
+_FLATBAR_NAME_RE = re.compile(r"^(?:fbar|fb)(\d+(?:[._]\d+)?)x(\d+(?:[._]\d+)?)$", re.IGNORECASE)
+
+
+def _flatbar_depth_from_name(name: str) -> float | None:
+    match = _FLATBAR_NAME_RE.match(name.strip())
+    if match is None:
+        return None
+    return float(match.group(1).replace("_", ".")) / 1000.0
+
+
+def _connected_colinear_runs(mesh, beam_ids: list[int]) -> list[tuple[int, ...]]:
+    if len(beam_ids) <= 1:
+        return [tuple(beam_ids)] if beam_ids else []
+
+    from ada.fem.capacity.extract import _ensure_index, element_node_coords, geono_of
+
+    idx = _ensure_index(mesh)
+    axes: dict[int, np.ndarray] = {}
+    endpoints: dict[int, tuple[int, int]] = {}
+    by_node: dict[int, list[int]] = defaultdict(list)
+    geono: dict[int, int] = {}
+    for beam in beam_ids:
+        coords = element_node_coords(mesh, beam)
+        axis = coords[-1] - coords[0]
+        norm = np.linalg.norm(axis)
+        if norm <= 0.0:
+            continue
+        axes[beam] = axis / norm
+        nodes = idx.elem_nodes.get(beam)
+        if not nodes:
+            continue
+        endpoints[beam] = (nodes[0], nodes[-1])
+        by_node[nodes[0]].append(beam)
+        by_node[nodes[-1]].append(beam)
+        geono[beam] = geono_of(mesh, beam)
+
+    adjacent: dict[int, set[int]] = defaultdict(set)
+    for beam, nodes in endpoints.items():
+        for node in nodes:
+            for other in by_node[node]:
+                if other == beam:
+                    continue
+                if geono.get(other) != geono[beam]:
+                    continue
+                if abs(float(axes[beam] @ axes[other])) < _COLINEAR_TOL:
+                    continue
+                adjacent[beam].add(other)
+                adjacent[other].add(beam)
+
+    seen: set[int] = set()
+    out: list[tuple[int, ...]] = []
+    for beam in sorted(endpoints):
+        if beam in seen:
+            continue
+        stack = [beam]
+        seen.add(beam)
+        component: list[int] = []
+        while stack:
+            current = stack.pop()
+            component.append(current)
+            for other in adjacent[current]:
+                if other not in seen:
+                    seen.add(other)
+                    stack.append(other)
+        out.append(_order_colinear_run(mesh, component))
+    return out
+
+
+# --------------------------------------------------------------------------- #
+# Support split — cut a named stiffener run into its per-bay spans
+# --------------------------------------------------------------------------- #
+# A Sesam concept name labels the *whole physical stiffener*, so a name-grouped,
+# colinear run runs the full length of the member and crosses every transverse
+# support it passes (girders, frames, and the floors/bulkheads the FE mesh
+# carries as perpendicular plates rather than beams). The DNV-RP-C201 stiffened-
+# plate span ``l`` is the distance between those supports, not the full member
+# length, so each run is cut at its interior support nodes. This works whether a
+# region has girders in one direction, in two, or terminates at a bulkhead — the
+# rule is geometric (a perpendicular member at the node), not naming-based.
+
+
+def _split_runs_at_supports(
+    mesh,
+    runs: list[tuple[int, ...]],
+    secondary_ids: set[int],
+    all_line_ids: set[int] | None,
+    all_shell_ids: set[int] | None,
+) -> list[tuple[int, ...]]:
+    if not all_line_ids and not all_shell_ids:
+        return runs
+    line_ids = all_line_ids or set()
+    shell_ids = all_shell_ids or set()
+    out: list[tuple[int, ...]] = []
+    for run in runs:
+        out.extend(_split_run_at_supports(mesh, run, secondary_ids, line_ids, shell_ids))
+    return sorted(out, key=min)
+
+
+def _split_run_at_supports(
+    mesh,
+    run: tuple[int, ...],
+    secondary_ids: set[int],
+    line_ids: set[int],
+    shell_ids: set[int],
+) -> list[tuple[int, ...]]:
+    if len(run) <= 1:
+        return [run]
+    from ada.fem.capacity.extract import _ensure_index, element_node_coords
+
+    idx = _ensure_index(mesh)
+    beams = list(_order_colinear_run(mesh, list(run)))
+    start = element_node_coords(mesh, beams[0])[0]
+    end = element_node_coords(mesh, beams[-1])[-1]
+    axis = end - start
+    norm = np.linalg.norm(axis)
+    if norm <= 0.0:
+        return [run]
+    axis = axis / norm
+
+    subs: list[tuple[int, ...]] = []
+    current: list[int] = [beams[0]]
+    for prev, beam in zip(beams, beams[1:]):
+        shared = set(idx.elem_nodes.get(prev, ())) & set(idx.elem_nodes.get(beam, ()))
+        node = next(iter(shared), None)
+        if node is not None and _is_support_node(mesh, node, axis, secondary_ids, line_ids, shell_ids):
+            subs.append(tuple(current))
+            current = [beam]
+        else:
+            current.append(beam)
+    subs.append(tuple(current))
+    return subs
+
+
+def _is_support_node(
+    mesh,
+    node: int,
+    run_axis: np.ndarray,
+    secondary_ids: set[int],
+    line_ids: set[int],
+    shell_ids: set[int],
+) -> bool:
+    """Does a transverse support terminate the stiffener span at this node?
+
+    A support is either a perpendicular *girder/frame* (a line element that is
+    not itself a secondary stiffener, crossing the run roughly at right angles)
+    or a perpendicular *plate junction* — a floor/bulkhead the mesh exposes as
+    shells in a second plane meeting the panel plate here.
+    """
+    from ada.fem.capacity.extract import _ensure_index, element_node_coords
+
+    idx = _ensure_index(mesh)
+    attached = idx.node_elems.get(node, ())
+
+    for elem in attached:
+        if elem in line_ids and elem not in secondary_ids:
+            coords = element_node_coords(mesh, elem)
+            vec = coords[-1] - coords[0]
+            n = np.linalg.norm(vec)
+            if n > 0.0 and abs(float((vec / n) @ run_axis)) < _COLINEAR_TOL:
+                return True
+
+    normals: set[tuple] = set()
+    for elem in attached:
+        if elem in shell_ids:
+            normal = _plane_normal(element_node_coords(mesh, elem))
+            if normal is not None:
+                normals.add(tuple(np.round(normal, 1)))
+                if len(normals) > 1:
+                    return True
+    return False
+
+
+def _order_colinear_run(mesh, beam_ids: list[int]) -> tuple[int, ...]:
+    if len(beam_ids) <= 1:
+        return tuple(beam_ids)
+
+    from ada.fem.capacity.extract import element_node_coords
+
+    first = element_node_coords(mesh, beam_ids[0])
+    axis = first[-1] - first[0]
+    axis = axis / (np.linalg.norm(axis) or 1.0)
+    origin = first[0]
+
+    def key(beam: int) -> float:
+        coords = element_node_coords(mesh, beam)
+        return float(np.min((coords - origin) @ axis))
+
+    return tuple(sorted(beam_ids, key=key))
+
+
+_STIFFENER_PERP_TOL = 0.02  # m, cluster colinear beam elements onto one stiffener line
+
+
+def _subdivide_plate_fields(mesh, spec: PanelGroupSpec) -> PanelGroupSpec:
+    """Split a panel's plate into one field per inter-stiffener strip.
+
+    Genie's plate fields are the strips a DNV-RP-C201 check averages over: one
+    between each pair of adjacent stiffeners, plus the two edge strips, so
+    ``#fields == #stiffeners + 1``. The split is geometric — a plate element
+    belongs to the bay its perpendicular centroid falls in — which works for any
+    orientation and mesh density without per-region rules.
+    """
+    plate_ids = [e for p in spec.plates for e in p.element_ids]
+    beams = [e for s in spec.stiffeners for e in s.element_ids]
+    if not plate_ids or not beams:
+        return spec
+    from ada.fem.capacity.extract import element_node_coords
+
+    coords = {e: element_node_coords(mesh, e) for e in plate_ids + beams}
+    fields = _plate_fields_by_bay(mesh, coords, plate_ids, beams)
+    match = _PANEL_NAME_RE.match(spec.name)
+    base = match.group(1).split(",")[0].strip() if match else spec.name
+    plates = tuple(PlateSpec(name=f"Plate({base}, {i})", element_ids=group) for i, group in enumerate(fields, start=1))
+    return PanelGroupSpec(name=spec.name, plates=plates, stiffeners=spec.stiffeners)
+
+
+def _plate_fields_by_bay(
+    mesh, coords: dict[int, np.ndarray], plate_ids: list[int], beams: list[int]
+) -> list[tuple[int, ...]]:
+    axes = _plate_field_axes(mesh, coords, plate_ids, beams)
+    if axes is None:
+        return [tuple(sorted(plate_ids))]
+    origin, _axis, perp, _normal = axes
+
+    # Distinct stiffener lines by perpendicular position (colinear beam segments
+    # of one stiffener collapse to a single line).
+    raw = sorted(float(((coords[b] - origin) @ perp).mean()) for b in beams)
+    lines: list[float] = []
+    for value in raw:
+        if not lines or value - lines[-1] > _STIFFENER_PERP_TOL:
+            lines.append(value)
+    if not lines:
+        return [tuple(sorted(plate_ids))]
+
+    bays: dict[int, list[int]] = defaultdict(list)
+    for plate_id in plate_ids:
+        position = float(((coords[plate_id] - origin) @ perp).mean())
+        bay = sum(1 for line in lines if line < position)
+        bays[bay].append(plate_id)
+    return [tuple(sorted(bays[bay])) for bay in sorted(bays)]
+
+
+def _shell_coords(mesh, shell_ids: list[int]) -> dict[int, np.ndarray]:
+    from ada.fem.capacity.extract import element_node_coords
+
+    return {element_id: element_node_coords(mesh, element_id) for element_id in shell_ids}
+
+
+def _bounded_plate_ids(
+    mesh,
+    shell_ids: list[int],
+    shell_coords: dict[int, np.ndarray],
+    beams: list[int],
+    edge_plate_ids: list[int],
+) -> list[int]:
+    """Fill a concept panel from its adjacent plate edges in local geometry.
+
+    The previous SIN-native fallback used a numeric element-id range between the
+    stiffeners and their edge plates. That happens to work for small scoped
+    references, but on larger sets it pulls in unrelated shell elements whose ids
+    are interleaved. Here the adjacent plates define the actual rectangular
+    panel envelope, and candidate shells are accepted only when all their nodes
+    lie on the same plane and inside that local envelope.
+    """
+    if not beams or not edge_plate_ids:
+        return sorted(edge_plate_ids)
+
+    axes = _plate_field_axes(mesh, shell_coords, edge_plate_ids, beams)
+    if axes is None:
+        return sorted(edge_plate_ids)
+    origin, axis, perp, normal = axes
+
+    edge_points = np.vstack([shell_coords[element_id] for element_id in edge_plate_ids])
+    rel = edge_points - origin
+    x = rel @ axis
+    y = rel @ perp
+    tol = 1e-6
+    xmin, xmax = float(x.min()) - tol, float(x.max()) + tol
+    ymin, ymax = float(y.min()) - tol, float(y.max()) + tol
+    plane_tol = 1e-4
+
+    out: list[int] = []
+    for element_id in shell_ids:
+        coords = shell_coords[element_id]
+        rel = coords - origin
+        if float(np.max(np.abs(rel @ normal))) > plane_tol:
+            continue
+        xe = rel @ axis
+        ye = rel @ perp
+        if float(xe.min()) >= xmin and float(xe.max()) <= xmax and float(ye.min()) >= ymin and float(ye.max()) <= ymax:
+            out.append(element_id)
+    return sorted(out)
+
+
+def _is_rectangular_plate_field(
+    mesh,
+    shell_coords: dict[int, np.ndarray],
+    plate_ids: list[int],
+    beams: list[int],
+    *,
+    min_area_ratio: float = 0.95,
+) -> bool:
+    if not plate_ids or not beams:
+        return False
+    from ada.fem.capacity.extract import element_area
+
+    axes = _plate_field_axes(mesh, shell_coords, plate_ids, beams)
+    if axes is None:
+        return False
+    origin, axis, perp, _normal = axes
+
+    # Plate area is frame-invariant → sum the cached per-plate areas instead of
+    # re-shoelacing every plate on every merge attempt. Only the bbox needs the
+    # in-plane projection.
+    area = sum(element_area(mesh, element_id) for element_id in plate_ids)
+    rel = np.vstack([shell_coords[element_id] for element_id in plate_ids]) - origin
+    # Elementwise dot (not ``@``) — the local pixi env's threaded BLAS faults
+    # (0xc06d007f) on batched matmuls of this shape.
+    bbox_area = float(np.ptp((rel * axis).sum(axis=1)) * np.ptp((rel * perp).sum(axis=1)))
+    if bbox_area <= 0.0:
+        return False
+    return area / bbox_area >= min_area_ratio
+
+
+def _plate_field_axes(
+    mesh,
+    shell_coords: dict[int, np.ndarray],
+    plate_ids: list[int],
+    beams: list[int],
+) -> tuple[np.ndarray, np.ndarray, np.ndarray, np.ndarray] | None:
+    from ada.fem.capacity.extract import beam_axis_and_span
+
+    if not plate_ids or not beams:
+        return None
+    axis, _span = beam_axis_and_span(mesh, (beams[0],))
+    axis = np.asarray(axis, dtype=float)
+    axis_norm = np.linalg.norm(axis)
+    if axis_norm <= 0.0:
+        return None
+    axis = axis / axis_norm
+
+    first = shell_coords[plate_ids[0]]
+    if len(first) < 3:
+        return None
+    normal = np.cross(first[1] - first[0], first[2] - first[0])
+    normal_norm = np.linalg.norm(normal)
+    if normal_norm <= 0.0:
+        return None
+    normal = normal / normal_norm
+
+    perp = np.cross(normal, axis)
+    perp_norm = np.linalg.norm(perp)
+    if perp_norm <= 0.0:
+        return None
+    perp = perp / perp_norm
+
+    points = np.vstack([shell_coords[element_id] for element_id in plate_ids])
+    origin = points.mean(axis=0)
+    return origin, axis, perp, normal
+
+
+def _polygon_area_2d(xy: np.ndarray) -> float:
+    x = xy[:, 0]
+    y = xy[:, 1]
+    return 0.5 * abs(float(np.dot(x, np.roll(y, -1)) - np.dot(y, np.roll(x, -1))))
+
+
+def _beams_bordering_plates(mesh, beam_ids: list[int], plate_members: set[int]) -> set[int]:
+    """Stiffener beams sharing an edge (>=2 nodes) with one of ``plate_members``.
+
+    Lets a plate-only scope (e.g. ``Pl_T100``) pull in the stiffeners that border
+    its plates so the capacity models for that region can still be built. Uses the
+    cached node index, so it is O(plate nodes), not a per-beam scan.
+    """
+    from ada.fem.capacity.extract import _ensure_index
+
+    idx = _ensure_index(mesh)
+    beam_set = set(beam_ids)
+    out: set[int] = set()
+    for plate in plate_members:
+        plate_nodes = idx.elem_nodes.get(plate)
+        if not plate_nodes:
+            continue
+        plate_node_set = set(plate_nodes)
+        for nid in plate_nodes:
+            for elem in idx.node_elems.get(nid, ()):
+                if (
+                    elem in beam_set
+                    and elem not in out
+                    and len(plate_node_set.intersection(idx.elem_nodes.get(elem, ()))) >= 2
+                ):
+                    out.add(elem)
+    return out
+
+
+# --------------------------------------------------------------------------- #
+# Geometric panel merge — reproduce Genie's maximal rectangular stiffened panels
+# --------------------------------------------------------------------------- #
+# Genie's concept model splits a plate at every supporting member, so a region
+# crossed by girders in two directions becomes a grid of small cells. A
+# DNV-RP-C201 capacity model is the *maximal rectangular stiffened field*, so the
+# cells are merged back together. Two cells are one panel when they are
+# coplanar, their stiffeners are parallel and of the same profile, and their
+# union is a rectangle reinforced at a regular spacing sitting side by side in
+# the same span bay (a lateral merge across a girder that runs parallel to the
+# stiffeners). A girder line that interrupts the field shows up as a doubled
+# lateral gap and stops the merge — which is why the double-bottom webs and the
+# deck cells separated by frames stay split. Cells stacked end to end along the
+# stiffener (different span bays) are deliberately *not* merged: whether the
+# stiffener is continuous over the intervening transverse girder ([6.10.2]) or
+# simply supported ([6.10.1]) is a property of Genie's concept model that the
+# shared FE mesh does not expose, and over-splitting is the conservative choice.
+
+_PANEL_NAME_RE = re.compile(r"^panelGroup\((.*)\)$")
+_COLINEAR_TOL = 0.999  # |u·v| above which two unit vectors count as parallel
+_PLANE_NORMAL_DECIMALS = 2
+_PLANE_OFFSET_DECIMALS = 2
+_WINDOW_TOL = 0.05  # m, span-window coincidence → strips share a bay
+_GAP_RATIO = 1.6  # a lateral gap above this × the regular spacing = a girder line / edge
+_BBOX_GAP = 1.0  # m, bbox-adjacency slack for the merge spatial prune
+
+
+def _bbox_adjacent(a: tuple[np.ndarray, np.ndarray], b: tuple[np.ndarray, np.ndarray]) -> bool:
+    """Do two plate bounding boxes overlap or touch within ``_BBOX_GAP`` on every axis?
+
+    A necessary (cheap) condition for two panels to be mergeable into one
+    rectangle; lets the merge skip the expensive geometry test on far pairs.
+    """
+    return bool(np.all(a[0] - _BBOX_GAP <= b[1]) and np.all(b[0] - _BBOX_GAP <= a[1]))
+
+
+def _merge_panels(mesh, specs: list[PanelGroupSpec], aux=None) -> list[PanelGroupSpec]:
+    """Fuse adjacent stiffened cells into maximal rectangular panels (Genie-style).
+
+    A plate-thickness change is a panel boundary: a buckling panel is a region of
+    constant plate thickness ([4]/[6]), and the stiffener axial force integrates
+    that thickness over the tributary (eq (5.1)). Cells of different plate
+    thickness are therefore put in different buckets and never merged, so a panel
+    never spans (e.g.) 8/20/40 mm plate regions. ``aux`` supplies the GELTH
+    thickness per geono; when absent, thickness is not gated (legacy behaviour).
+    """
+    from ada.fem.capacity.extract import (
+        beam_axis_and_span,
+        element_node_coords,
+        geono_of,
+    )
+
+    def _plate_thickness(pids: list[int]) -> float:
+        if aux is None or not pids:
+            return 0.0
+        return round(float(aux.thickness_by_geono.get(geono_of(mesh, pids[0]), 0.0)), 6)
+
+    specs = list(specs)
+    coords: dict[int, np.ndarray] = {}
+    for spec in specs:
+        for e in _spec_plate_ids(spec) + _spec_beam_ids(spec):
+            if e not in coords:
+                coords[e] = element_node_coords(mesh, e)
+
+    axis_by_spec: dict[int, np.ndarray] = {}
+    bucket_of: dict[int, tuple] = {}
+    for i, spec in enumerate(specs):
+        pids, bids = _spec_plate_ids(spec), _spec_beam_ids(spec)
+        if not pids or not bids:
+            continue  # not a stiffened panel (e.g. already an unstiffened field) — leave as is
+        normal = _plane_normal(coords[pids[0]])
+        if normal is None:
+            continue
+        axis, _ = beam_axis_and_span(mesh, (bids[0],))
+        axis = np.asarray(axis, float)
+        norm = np.linalg.norm(axis)
+        if norm <= 0.0:
+            continue
+        axis_by_spec[i] = axis / norm
+        offset = float(np.vstack([coords[e] for e in pids]).mean(0) @ normal)
+        bucket_of[i] = (
+            geono_of(mesh, bids[0]),
+            tuple(np.round(normal, _PLANE_NORMAL_DECIMALS)),
+            round(offset, _PLANE_OFFSET_DECIMALS),
+            _plate_thickness(pids),  # a thickness change is a panel boundary
+        )
+
+    # Plate bounding box per spec (global coords) — a merge only ever joins
+    # spatially adjacent panels, so a cheap bbox-adjacency test prunes the vast
+    # majority of pairs before the expensive rectangularity / spacing checks.
+    pbbox: dict[int, tuple[np.ndarray, np.ndarray]] = {}
+    for i in bucket_of:
+        pts = np.vstack([coords[e] for e in _spec_plate_ids(specs[i])])
+        pbbox[i] = (pts.min(axis=0), pts.max(axis=0))
+
+    parent = list(range(len(specs)))
+
+    def find(x: int) -> int:
+        while parent[x] != x:
+            parent[x] = parent[parent[x]]
+            x = parent[x]
+        return x
+
+    buckets: dict[tuple, list[int]] = defaultdict(list)
+    for i, key in bucket_of.items():
+        buckets[key].append(i)
+
+    for members in buckets.values():
+        changed = True
+        while changed:
+            changed = False
+            by_root: dict[int, list[int]] = defaultdict(list)
+            for i in members:
+                by_root[find(i)].append(i)
+            roots = list(by_root)
+            group_bbox = {
+                r: (
+                    np.min([pbbox[i][0] for i in by_root[r]], axis=0),
+                    np.max([pbbox[i][1] for i in by_root[r]], axis=0),
+                )
+                for r in roots
+            }
+            for ra, rb in itertools.combinations(roots, 2):
+                a, b = find(ra), find(rb)
+                if a == b:
+                    continue
+                if not _bbox_adjacent(group_bbox[a], group_bbox[b]):
+                    continue
+                if _can_merge(
+                    mesh, coords, axis_by_spec[a], _union_ids(specs, by_root[a]), _union_ids(specs, by_root[b])
+                ):
+                    parent[a] = b
+                    by_root[b] = by_root.pop(a) + by_root[b]
+                    group_bbox[b] = (
+                        np.minimum(group_bbox[a][0], group_bbox[b][0]),
+                        np.maximum(group_bbox[a][1], group_bbox[b][1]),
+                    )
+                    changed = True
+
+    by_root = defaultdict(list)
+    for i in range(len(specs)):
+        by_root[find(i)].append(i)
+
+    out: list[PanelGroupSpec] = []
+    for root in sorted(by_root, key=lambda r: min(by_root[r])):  # stable order by first constituent
+        idxs = sorted(by_root[root])
+        if len(idxs) == 1:
+            out.append(specs[idxs[0]])
+        else:
+            out.append(_combine_specs([specs[i] for i in idxs]))
+    return out
+
+
+def _spec_plate_ids(spec: PanelGroupSpec) -> list[int]:
+    return [e for p in spec.plates for e in p.element_ids]
+
+
+def _spec_beam_ids(spec: PanelGroupSpec) -> list[int]:
+    return [e for s in spec.stiffeners for e in s.element_ids]
+
+
+def _union_ids(specs: list[PanelGroupSpec], idxs: list[int]) -> tuple[list[int], list[int]]:
+    pids: list[int] = []
+    bids: list[int] = []
+    for i in idxs:
+        pids.extend(_spec_plate_ids(specs[i]))
+        bids.extend(_spec_beam_ids(specs[i]))
+    return pids, bids
+
+
+def _plane_normal(elem_coords: np.ndarray) -> np.ndarray | None:
+    if len(elem_coords) < 3:
+        return None
+    normal = np.cross(elem_coords[1] - elem_coords[0], elem_coords[2] - elem_coords[0])
+    n = np.linalg.norm(normal)
+    if n <= 0.0:
+        return None
+    normal = normal / n
+    if normal[int(np.argmax(np.abs(normal)))] < 0:  # canonical sign so coplanar normals compare equal
+        normal = -normal
+    return normal
+
+
+def _can_merge(
+    mesh,
+    coords: dict[int, np.ndarray],
+    axis: np.ndarray,
+    a: tuple[list[int], list[int]],
+    b: tuple[list[int], list[int]],
+) -> bool:
+    pids = sorted(set(a[0]) | set(b[0]))
+    bids = sorted(set(a[1]) | set(b[1]))
+    axes = _plate_field_axes(mesh, coords, pids, bids)
+    if axes is None:
+        return False
+    origin, ax, perp, _normal = axes
+    if abs(float(ax @ axis)) < _COLINEAR_TOL:
+        return False
+    if not _is_rectangular_plate_field(mesh, coords, pids, bids, min_area_ratio=0.95):
+        return False
+
+    # Only side-by-side strips in the *same* span bay are one panel. Two bays end
+    # to end along the stiffener (separated by a transverse girder) are kept apart
+    # even if the stiffener lines align: whether such a stiffener is continuous
+    # ([6.10.2]) or terminates ([6.10.1]) is a property of Genie's concept model,
+    # not recoverable from the mesh (the FE nodes are shared at the girder line
+    # either way). Over-splitting there is the safe, conservative direction.
+    if not _windows_match(_axis_window(coords, a[0], origin, ax), _axis_window(coords, b[0], origin, ax)):
+        return False
+
+    # A doubled lateral gap means a girder line was swallowed → not one panel.
+    lat = np.array(
+        sorted(_lateral_positions(coords, a[1], origin, perp) + _lateral_positions(coords, b[1], origin, perp))
+    )
+    if len(lat) >= 2:
+        gaps = np.diff(lat)
+        gmin = float(gaps.min())
+        if gmin > 1e-9 and float(gaps.max()) > _GAP_RATIO * gmin:
+            return False
+    return True
+
+
+def _lateral_positions(coords: dict[int, np.ndarray], bids: list[int], origin, perp) -> list[float]:
+    return [float(((coords[e] - origin) @ perp).mean()) for e in bids]
+
+
+def _axis_window(coords: dict[int, np.ndarray], pids: list[int], origin, axis) -> tuple[float, float]:
+    lo = hi = None
+    for e in pids:
+        proj = (coords[e] - origin) @ axis
+        emin, emax = float(proj.min()), float(proj.max())
+        lo = emin if lo is None else min(lo, emin)
+        hi = emax if hi is None else max(hi, emax)
+    return (lo or 0.0, hi or 0.0)
+
+
+def _windows_match(a: tuple[float, float], b: tuple[float, float]) -> bool:
+    return abs(a[0] - b[0]) < _WINDOW_TOL and abs(a[1] - b[1]) < _WINDOW_TOL
+
+
+def _combine_specs(specs: list[PanelGroupSpec]) -> PanelGroupSpec:
+    bases: set[str] = set()
+    for spec in specs:
+        match = _PANEL_NAME_RE.match(spec.name)
+        if match:
+            bases.update(part.strip() for part in match.group(1).split(",") if part.strip())
+        else:
+            bases.add(spec.name)
+    name = f"panelGroup({', '.join(sorted(bases))})"
+    plates = tuple(p for spec in specs for p in spec.plates)
+    stiffeners = tuple(s for spec in specs for s in spec.stiffeners)
+    return PanelGroupSpec(name=name, plates=plates, stiffeners=stiffeners)
+
+
+# --------------------------------------------------------------------------- #
+# Unstiffened plate fields — bounded plate that carries no secondary stiffener
+# --------------------------------------------------------------------------- #
+# Emitted opt-in (``SinSource(include_unstiffened=True)``) so a future
+# unstiffened-plate check ([DNV-RP-C201 Sec. 6 / Sec. 5]) has its panels. A field
+# is a maximal run of unclaimed shell elements connected across *plate* edges
+# only: a shared edge that carries a beam (girder or stiffener) bounds the field,
+# so a field never grows past a girder line into the next bay. Rectangular fields
+# are emitted; irregular remnants (around openings, brackets) are skipped with a
+# warning rather than emitted as malformed panels.
+
+
+def _unstiffened_panels(
+    mesh,
+    shell_ids: list[int],
+    stiffened: list[PanelGroupSpec],
+    concept_names: dict[int, str],
+) -> list[PanelGroupSpec]:
+    from ada.fem.capacity.extract import element_node_coords, element_node_ids
+    from ada.fem.shapes.definitions import LineShapes
+
+    claimed = {e for spec in stiffened for e in _spec_plate_ids(spec)}
+    remaining = [e for e in shell_ids if e not in claimed]
+    if not remaining:
+        return []
+
+    # An edge (unordered node pair) that a beam runs along bounds a plate field.
+    beam_edges: set[frozenset] = set()
+    for block in mesh.elements:
+        if not isinstance(block.elem_info.type, LineShapes):
+            continue
+        for e in block.identifiers:
+            ns = element_node_ids(mesh, int(e))
+            if len(ns) >= 2:
+                beam_edges.add(frozenset((ns[0], ns[-1])))
+
+    coords = {e: element_node_coords(mesh, e) for e in remaining}
+    nodes_by_elem = {e: element_node_ids(mesh, e) for e in remaining}
+    edge_to_elems: dict[frozenset, list[int]] = defaultdict(list)
+    for e, ns in nodes_by_elem.items():
+        for a, b in zip(ns, ns[1:] + ns[:1]):
+            edge_to_elems[frozenset((a, b))].append(e)
+
+    adjacent: dict[int, set[int]] = defaultdict(set)
+    for edge, elems in edge_to_elems.items():
+        if len(elems) == 2 and edge not in beam_edges:
+            adjacent[elems[0]].add(elems[1])
+            adjacent[elems[1]].add(elems[0])
+
+    seen: set[int] = set()
+    out: list[PanelGroupSpec] = []
+    for start in remaining:
+        if start in seen:
+            continue
+        stack = [start]
+        seen.add(start)
+        component: list[int] = []
+        while stack:
+            e = stack.pop()
+            component.append(e)
+            for nb in adjacent[e]:
+                if nb not in seen:
+                    seen.add(nb)
+                    stack.append(nb)
+        if not _is_coplanar_rectangle(coords, component):
+            logger.warning("capacity: skipped unstiffened plate field of %d elements (not rectangular)", len(component))
+            continue
+        name = _unstiffened_name(component, concept_names)
+        out.append(
+            PanelGroupSpec(
+                name=name,
+                plates=(PlateSpec(name=f"Plate({name})", element_ids=tuple(sorted(component))),),
+                stiffeners=(),
+            )
+        )
+    return out
+
+
+def _is_coplanar_rectangle(coords: dict[int, np.ndarray], elems: list[int], *, min_area_ratio: float = 0.95) -> bool:
+    first = coords[elems[0]]
+    normal = _plane_normal(first)
+    if normal is None:
+        return False
+    # In-plane axis from the first element edge (mesh is grid-aligned, so this
+    # hugs the rectangle without a PCA/SVD that is fragile on some LAPACK builds).
+    axis = first[1] - first[0]
+    axis = axis - (axis @ normal) * normal
+    an = np.linalg.norm(axis)
+    if an <= 0.0:
+        return False
+    axis = axis / an
+    perp = np.cross(normal, axis)
+
+    centre = np.vstack([coords[e] for e in elems]).mean(0)
+    area = 0.0
+    xy_all: list[np.ndarray] = []
+    for e in elems:
+        rel = coords[e] - centre
+        xy = np.column_stack((rel @ axis, rel @ perp))
+        xy_all.append(xy)
+        area += _polygon_area_2d(xy)
+    xy = np.vstack(xy_all)
+    bbox = float(np.ptp(xy[:, 0]) * np.ptp(xy[:, 1]))
+    if bbox <= 0.0:
+        return False
+    return area / bbox >= min_area_ratio
+
+
+def _unstiffened_name(elems: list[int], concept_names: dict[int, str]) -> str:
+    bases = sorted({_concept_base(concept_names[e]) for e in elems if e in concept_names})
+    if bases:
+        return f"unstiffenedPanel({', '.join(bases)})"
+    return f"unstiffenedPanel(el{min(elems)})"
diff --git a/src/ada/fem/capacity/stiffened_plate.py b/src/ada/fem/capacity/stiffened_plate.py
new file mode 100644
index 000000000..84aff62a6
--- /dev/null
+++ b/src/ada/fem/capacity/stiffened_plate.py
@@ -0,0 +1,199 @@
+"""Build a stiffened-plate :class:`CapacityModel` from a mesh + panel-group spec.
+
+This is the stiffened-plate specialization of the abstract
+:class:`CapacityModelBuilder`. A future girder builder implements the same
+interface and slots into :class:`~ada.fem.capacity.manager.CapacityManager`
+without touching the grouping or extraction layers.
+"""
+
+from __future__ import annotations
+
+import hashlib
+import json
+import re
+from abc import ABC, abstractmethod
+
+import numpy as np
+
+from ada.config import logger
+from ada.fem.capacity import extract
+from ada.fem.capacity.model import (
+    CapacityModel,
+    CapMaterial,
+    CapPlate,
+    CapSection,
+    CapStiffener,
+    dominant_flange,
+)
+from ada.fem.capacity.sources import PanelGroupSpec
+from ada.fem.results.common import Mesh
+
+
+def _cap_material(mesh: Mesh, element_id: int, gamma_m: float = 1.15) -> CapMaterial:
+    mat = mesh.materials.get(extract.matno_of(mesh, element_id))
+    model = getattr(mat, "model", None)
+    E = float(getattr(model, "E", 2.1e11))
+    fy = float(getattr(model, "sig_y", 355e6))
+    poisson = float(getattr(model, "poisson", None) or 0.3)
+    G = E / (2.0 * (1.0 + poisson))
+    name = getattr(mat, "name", "steel")
+    return CapMaterial(E=E, fy=fy, poisson=poisson, gamma_m=gamma_m, G=G, name=name)
+
+
+class CapacityModelBuilder(ABC):
+    """Turns a panel-group membership spec into a :class:`CapacityModel`."""
+
+    @abstractmethod
+    def build(self, mesh: Mesh, aux: extract.AuxRecords, group: PanelGroupSpec) -> CapacityModel: ...
+
+
+class StiffenedPlateBuilder(CapacityModelBuilder):
+    def build(self, mesh: Mesh, aux: extract.AuxRecords, group: PanelGroupSpec) -> CapacityModel:
+        # Stiffener axis (used to orient plate length vs width). Use the first
+        # stiffener with mesh elements; for an unstiffened field there is no
+        # stiffener, so take an in-plane edge of the first plate instead (length
+        # and width then become the two in-plane extents of the field); fall back
+        # to global z.
+        axis = np.array([0.0, 0.0, 1.0])
+        for st in group.stiffeners:
+            if st.element_ids:
+                axis, _ = extract.beam_axis_and_span(mesh, st.element_ids)
+                break
+        else:
+            inplane = _plate_inplane_axis(mesh, group)
+            if inplane is not None:
+                axis = inplane
+
+        plates: list[CapPlate] = []
+        for p in group.plates:
+            if not p.element_ids:
+                continue
+            geono = extract.geono_of(mesh, p.element_ids[0])
+            thickness = aux.thickness_by_geono.get(geono, 0.0)
+            if not thickness:
+                logger.warning("capacity: no GELTH thickness for plate %s (geono %s)", p.name, geono)
+            length, width = extract.plate_dimensions(mesh, p.element_ids, axis)
+            plates.append(
+                CapPlate(
+                    name=p.name,
+                    thickness=thickness,
+                    length=length,
+                    width=width,
+                    material=_cap_material(mesh, p.element_ids[0]),
+                    element_ids=p.element_ids,
+                )
+            )
+
+        stiffeners: list[CapStiffener] = []
+        for s in group.stiffeners:
+            if not s.element_ids:
+                continue
+            _, span = extract.beam_axis_and_span(mesh, s.element_ids)
+            section = s.section if s.section is not None else _section_of(mesh, aux, s.element_ids[0])
+            stiffeners.append(
+                CapStiffener(
+                    name=s.name,
+                    section=section,
+                    material=_cap_material(mesh, s.element_ids[0]),
+                    span=span,
+                    element_ids=s.element_ids,
+                    eccentricity=s.eccentricity or 0.0,
+                    continuous=s.continuous,
+                )
+            )
+
+        return CapacityModel(
+            name=group.name,
+            plates=tuple(plates),
+            stiffeners=tuple(stiffeners),
+            id=_capacity_model_id(group.name, plates, stiffeners),
+        )
+
+
+def _plate_inplane_axis(mesh: Mesh, group: PanelGroupSpec) -> np.ndarray | None:
+    """In-plane edge direction of a group's first plate (for unstiffened fields)."""
+    for plate in group.plates:
+        if not plate.element_ids:
+            continue
+        coords = extract.element_node_coords(mesh, plate.element_ids[0])
+        if len(coords) < 3:
+            continue
+        normal = np.cross(coords[1] - coords[0], coords[2] - coords[0])
+        norm = np.linalg.norm(normal)
+        if norm <= 0.0:
+            continue
+        normal = normal / norm
+        axis = coords[1] - coords[0]
+        axis = axis - (axis @ normal) * normal
+        an = np.linalg.norm(axis)
+        if an > 0.0:
+            return axis / an
+    return None
+
+
+def _capacity_model_id(name: str, plates: list[CapPlate], stiffeners: list[CapStiffener]) -> str:
+    plate_ids = sorted({int(element_id) for plate in plates for element_id in plate.element_ids})
+    stiffener_ids = sorted({int(element_id) for stiffener in stiffeners for element_id in stiffener.element_ids})
+    if not plate_ids and not stiffener_ids:
+        return name
+    payload = json.dumps({"p": plate_ids, "s": stiffener_ids}, separators=(",", ":"))
+    digest = hashlib.blake2s(payload.encode("ascii"), digest_size=6).hexdigest()
+    return f"{name}#{digest}"
+
+
+def _section_of(mesh: Mesh, aux: extract.AuxRecords, element_id: int) -> CapSection:
+    """CapSection for a stiffener from adapy's parsed Section, with raw-card fallback."""
+    section = _section_from_mesh(mesh, element_id)
+    if section.height > 0.0 and section.web_thickness > 0.0:
+        return section
+    geono = extract.geono_of(mesh, element_id)
+    if geono in aux.section_by_geono:
+        return aux.section_by_geono[geono]
+    return section
+
+
+def _section_from_mesh(mesh: Mesh, element_id: int) -> CapSection:
+    """Best-effort CapSection from adapy's parsed Section."""
+    sec = mesh.sections.get(extract.geono_of(mesh, element_id))
+    name = getattr(sec, "name", "")
+    flatbar = _flatbar_from_name(str(name))
+    if flatbar is not None:
+        height, thickness = flatbar
+        return CapSection(
+            name=name or "",
+            section_type=0,
+            height=height,
+            web_thickness=thickness,
+            flange_width=0.0,
+            flange_thickness=0.0,
+        )
+    h = getattr(sec, "h", None)
+    t_w = getattr(sec, "t_w", None)
+    # A Genie T-girder arrives as an unsymmetrical I whose real flange can sit
+    # in either slot (the other is a width==tw dummy) — pick the governing one.
+    bf, tf = dominant_flange(
+        float(t_w) if t_w else 0.0,
+        (getattr(sec, "w_top", None), getattr(sec, "t_ftop", None)),
+        (getattr(sec, "w_btn", None), getattr(sec, "t_fbtn", None)),
+    )
+    is_bulb = str(name).upper().startswith("HP")
+    return CapSection(
+        name=name or "",
+        section_type=7 if is_bulb else 0,
+        height=float(h) if h else 0.0,
+        web_thickness=float(t_w) if t_w else 0.0,
+        flange_width=bf,
+        flange_thickness=tf,
+    )
+
+
+_FLATBAR_NAME_RE = re.compile(r"^(?:fbar|fb)(\d+(?:[._]\d+)?)x(\d+(?:[._]\d+)?)$", re.IGNORECASE)
+
+
+def _flatbar_from_name(name: str) -> tuple[float, float] | None:
+    match = _FLATBAR_NAME_RE.match(name.strip())
+    if match is None:
+        return None
+    height = float(match.group(1).replace("_", ".")) / 1000.0
+    thickness = float(match.group(2).replace("_", ".")) / 1000.0
+    return height, thickness
diff --git a/src/ada/fem/capacity/stress_recovery.py b/src/ada/fem/capacity/stress_recovery.py
new file mode 100644
index 000000000..7a0d17626
--- /dev/null
+++ b/src/ada/fem/capacity/stress_recovery.py
@@ -0,0 +1,299 @@
+"""Recover shell element membrane stresses from nodal displacements.
+
+Some Sesam SIN files are written without element stresses (SESTRA ``RSEL
+ISEL4=-1`` — the "smart load combination" / forces-only workflow), and often
+without shell force resultants too, leaving only nodal displacements for the
+plate (shell) elements. The DNV-RP-C201 stiffened-plate check still needs the
+plate membrane stresses, so we reconstruct them the way SESTRA's postprocessing
+pass does: from the element's nodal in-plane displacements,
+
+    eps = B(xi, eta) . u_local      sigma = D . eps   (plane stress, membrane)
+
+for 3-node (TRI) and 4-node (QUAD) shells. Only the *membrane* part is recovered
+(translational DOF); bending (rotations/curvature) is not needed by the
+membrane-based capacity check.
+
+Membrane stress is evaluated **at each element corner** (not just the centre) so
+the resolver keeps the along-span stress gradient it relies on for the Section-5
+start/mid/end station values — recovering only a single centroid value flattens
+that gradient and underestimates the governing utilisations.
+
+Each returned tensor ``(sigma_xx, sigma_yy, tau_xy)`` is in the element local
+frame :func:`ada.fem.capacity.stress_resolve._rotate_to_stiffener_frame`
+assumes — ``ex`` = ``transform`` row 0 (else the first element edge), ``ez`` the
+element normal, ``ey = ez x ex`` — tension-positive like ``RVSTRESS``.
+"""
+
+from __future__ import annotations
+
+from dataclasses import dataclass
+
+import numpy as np
+
+from ada.fem.capacity import extract
+from ada.fem.results.common import Mesh
+
+# QUAD4 corner natural coordinates, CCW (matches the connectivity node order).
+_QUAD_CORNERS = ((-1.0, -1.0), (1.0, -1.0), (1.0, 1.0), (-1.0, 1.0))
+
+# NB: this module deliberately avoids ``@`` / ``np.dot`` / ``np.linalg.*``. Those
+# dispatch to native BLAS/LAPACK, which crashes (Windows SEH 0xC06D007F) on some
+# Sesam-env BLAS backends when called per element across a large model. All the
+# operands here are tiny (2x2 Jacobian, 3-vectors), so closed-form scalar /
+# elementwise arithmetic is both crash-safe and faster.
+
+
+def _norm(v: np.ndarray) -> float:
+    return float(np.sqrt((v * v).sum()))
+
+
+def _dot1(a: np.ndarray, b: np.ndarray) -> float:
+    return float((a * b).sum())
+
+
+def _element_frame(coords: np.ndarray, transform: np.ndarray | None) -> tuple[np.ndarray, np.ndarray]:
+    """Return orthonormal (ex, ey) of the element membrane plane.
+
+    Mirrors ``_rotate_to_stiffener_frame``: use the supplied Sesam element basis
+    when available (row 0 = local x, row 2 = normal), else fall back to the first
+    element edge and the triangle normal.
+    """
+    if transform is not None and np.shape(transform) == (3, 3):
+        basis = np.asarray(transform, dtype=float)
+        ex = basis[0]
+        ez = basis[2]
+        if _norm(ex) > 0 and _norm(ez) > 0:
+            ex = ex / _norm(ex)
+            ez = ez / _norm(ez)
+            ey = np.cross(ez, ex)
+            ny = _norm(ey)
+            if ny > 0:
+                return ex, ey / ny
+    ex = coords[1] - coords[0]
+    ez = np.cross(coords[1] - coords[0], coords[2] - coords[0])
+    ex = ex / (_norm(ex) or 1.0)
+    ez = ez / (_norm(ez) or 1.0)
+    ey = np.cross(ez, ex)
+    return ex, ey / (_norm(ey) or 1.0)
+
+
+def _plane_stress(eps: np.ndarray, E: float, nu: float) -> np.ndarray:
+    """Plane-stress membrane stress (sxx, syy, txy) from strain (exx, eyy, gxy)."""
+    f = E / (1.0 - nu * nu)
+    exx, eyy, gxy = float(eps[0]), float(eps[1]), float(eps[2])
+    return np.array([f * (exx + nu * eyy), f * (nu * exx + eyy), f * (1.0 - nu) / 2.0 * gxy])
+
+
+def _tri_strain(xy: np.ndarray, uv: np.ndarray) -> np.ndarray | None:
+    """Constant membrane strain of a 3-node triangle. ``xy``/``uv`` are (3, 2)."""
+    (x1, y1), (x2, y2), (x3, y3) = xy
+    two_a = (x2 - x1) * (y3 - y1) - (x3 - x1) * (y2 - y1)
+    if abs(two_a) < 1e-20:
+        return None
+    b = np.array([y2 - y3, y3 - y1, y1 - y2]) / two_a
+    c = np.array([x3 - x2, x1 - x3, x2 - x1]) / two_a
+    u = uv[:, 0]
+    v = uv[:, 1]
+    return np.array([_dot1(b, u), _dot1(c, v), _dot1(c, u) + _dot1(b, v)])
+
+
+def _quad_strain_at(xy: np.ndarray, uv: np.ndarray, xi: float, eta: float) -> np.ndarray | None:
+    """Bilinear quad membrane strain at natural coords (xi, eta). ``xy``/``uv`` (4, 2)."""
+    dn_dxi = np.array([-(1 - eta), (1 - eta), (1 + eta), -(1 + eta)]) / 4.0
+    dn_deta = np.array([-(1 - xi), -(1 + xi), (1 + xi), (1 - xi)]) / 4.0
+    # 2x2 Jacobian, closed-form determinant + inverse (no LAPACK).
+    j11 = _dot1(dn_dxi, xy[:, 0])
+    j12 = _dot1(dn_dxi, xy[:, 1])
+    j21 = _dot1(dn_deta, xy[:, 0])
+    j22 = _dot1(dn_deta, xy[:, 1])
+    det = j11 * j22 - j12 * j21
+    if abs(det) < 1e-20:
+        return None
+    # inv(J) = 1/det [[j22, -j12], [-j21, j11]]  ->  d/dx, d/dy rows
+    dn_dx = (j22 * dn_dxi - j12 * dn_deta) / det
+    dn_dy = (-j21 * dn_dxi + j11 * dn_deta) / det
+    u = uv[:, 0]
+    v = uv[:, 1]
+    return np.array([_dot1(dn_dx, u), _dot1(dn_dy, v), _dot1(dn_dy, u) + _dot1(dn_dx, v)])
+
+
+@dataclass
+class _RecoveryOp:
+    """Step-invariant displacement→corner-stress operator for one shell element.
+
+    The element frame, the planar node coordinates, and the shape-function
+    derivative operators (tri ``b``/``c`` or per-corner quad ``dn_dx``/``dn_dy``)
+    depend only on geometry, so they are built once and cached on the mesh.
+    Recovery for a result case is then just projecting that case's nodal
+    displacements and applying the cached operators — no Jacobian inverse, frame
+    construction, or coordinate projection per case.
+    """
+
+    node_ids: list[int]
+    corner_coords: list[np.ndarray]
+    ex: np.ndarray
+    ey: np.ndarray
+    E: float
+    nu: float
+    is_tri: bool
+    b: np.ndarray | None = None
+    c: np.ndarray | None = None
+    dn_dx: list[np.ndarray] | None = None
+    dn_dy: list[np.ndarray] | None = None
+
+
+def _build_recovery_op(
+    mesh: Mesh,
+    element_id: int,
+    E: float,
+    nu: float,
+    transform: np.ndarray | None,
+) -> _RecoveryOp | None:
+    """Build the cached recovery operator, or ``None`` for unsupported shapes /
+    degenerate geometry (the element then resolves to ``[]`` every case)."""
+    node_ids = extract.element_node_ids(mesh, element_id)
+    if len(node_ids) not in (3, 4):
+        return None
+    coords = extract.element_node_coords(mesh, element_id)
+    if len(coords) != len(node_ids):
+        return None
+
+    ex, ey = _element_frame(coords, transform)
+    origin = coords[0]
+    rel = coords - origin
+    xy = np.column_stack([(rel * ex).sum(axis=1), (rel * ey).sum(axis=1)])
+
+    if len(node_ids) == 3:
+        (x1, y1), (x2, y2), (x3, y3) = xy
+        two_a = (x2 - x1) * (y3 - y1) - (x3 - x1) * (y2 - y1)
+        if abs(two_a) < 1e-20:
+            return None
+        b = np.array([y2 - y3, y3 - y1, y1 - y2]) / two_a
+        c = np.array([x3 - x2, x1 - x3, x2 - x1]) / two_a
+        return _RecoveryOp(node_ids, [coords[i] for i in range(3)], ex, ey, E, nu, True, b=b, c=c)
+
+    dn_dx_l: list[np.ndarray] = []
+    dn_dy_l: list[np.ndarray] = []
+    corner_coords: list[np.ndarray] = []
+    for i, (xi, eta) in enumerate(_QUAD_CORNERS):
+        dn_dxi = np.array([-(1 - eta), (1 - eta), (1 + eta), -(1 + eta)]) / 4.0
+        dn_deta = np.array([-(1 - xi), -(1 + xi), (1 + xi), (1 - xi)]) / 4.0
+        j11 = _dot1(dn_dxi, xy[:, 0])
+        j12 = _dot1(dn_dxi, xy[:, 1])
+        j21 = _dot1(dn_deta, xy[:, 0])
+        j22 = _dot1(dn_deta, xy[:, 1])
+        det = j11 * j22 - j12 * j21
+        if abs(det) < 1e-20:
+            return None
+        dn_dx_l.append((j22 * dn_dxi - j12 * dn_deta) / det)
+        dn_dy_l.append((-j21 * dn_dxi + j11 * dn_deta) / det)
+        corner_coords.append(coords[i])
+    return _RecoveryOp(node_ids, corner_coords, ex, ey, E, nu, False, dn_dx=dn_dx_l, dn_dy=dn_dy_l)
+
+
+def _apply_recovery_op(op: _RecoveryOp, disp_by_node: dict[int, np.ndarray]):
+    try:
+        disp = np.array([disp_by_node[n][:3] for n in op.node_ids], dtype=float)
+    except KeyError:
+        return []
+    u = (disp * op.ex).sum(axis=1)
+    v = (disp * op.ey).sum(axis=1)
+    if op.is_tri:
+        strain = np.array([_dot1(op.b, u), _dot1(op.c, v), _dot1(op.c, u) + _dot1(op.b, v)])
+        tensor = _plane_stress(strain, op.E, op.nu)  # constant over a CST
+        return [(op.corner_coords[i], tensor) for i in range(3)]
+    out: list[tuple[np.ndarray, np.ndarray]] = []
+    for i in range(4):
+        dn_dx = op.dn_dx[i]
+        dn_dy = op.dn_dy[i]
+        strain = np.array([_dot1(dn_dx, u), _dot1(dn_dy, v), _dot1(dn_dy, u) + _dot1(dn_dx, v)])
+        out.append((op.corner_coords[i], _plane_stress(strain, op.E, op.nu)))
+    return out
+
+
+def recover_membrane_corner_points(
+    mesh: Mesh,
+    element_id: int,
+    disp_by_node: dict[int, np.ndarray],
+    E: float,
+    nu: float,
+    transform: np.ndarray | None = None,
+) -> list[tuple[np.ndarray, np.ndarray]]:
+    """Per-corner ``(xyz, (sxx, syy, txy))`` membrane stress for one shell element.
+
+    Returns ``[]`` for unsupported shapes, degenerate geometry, or missing nodal
+    displacements. The step-invariant operator is built once and cached on the
+    mesh, so repeated cases only project displacements (see :class:`_RecoveryOp`).
+    """
+    cache = getattr(mesh, "_cap_recovery_ops", None)
+    if cache is None:
+        cache = {}
+        try:
+            mesh._cap_recovery_ops = cache  # type: ignore[attr-defined]
+        except Exception:
+            pass
+    if element_id in cache:
+        op = cache[element_id]
+    else:
+        op = _build_recovery_op(mesh, element_id, E, nu, transform)
+        cache[element_id] = op
+    if op is None:
+        return []
+    return _apply_recovery_op(op, disp_by_node)
+
+
+def build_recovered_stress(
+    mesh: Mesh,
+    disp_by_node: dict[int, np.ndarray],
+    material_by_element: dict[int, tuple[float, float]],
+    step: int,
+    transform_by_element: dict[int, np.ndarray] | None = None,
+):
+    """Synthetic ``STRESS`` block + result-point coords for a stress-less step.
+
+    Each corner is emitted as a duplicated bottom/top pair (the membrane value on
+    both surfaces) so the resolver's top/bottom pairing yields one membrane point
+    per corner at the corner coordinate. Returns ``(ElementFieldData,
+    coords_by_element)`` where ``coords_by_element[eid]`` maps point id → xyz, to
+    merge into ``AuxRecords.result_point_coords_by_element``.
+    """
+    from ada.fem.results.field_data import ElementFieldData, FieldPosition
+
+    transform_by_element = transform_by_element or {}
+    rows: list[list[float]] = []
+    coords_by_element: dict[int, dict[int, np.ndarray]] = {}
+    for element_id, (E, nu) in material_by_element.items():
+        pts = recover_membrane_corner_points(
+            mesh, element_id, disp_by_node, E, nu, transform_by_element.get(element_id)
+        )
+        if not pts:
+            continue
+        n = len(pts)
+        cmap: dict[int, np.ndarray] = {}
+        for k, (xyz, tensor) in enumerate(pts):
+            bot, top = k + 1, k + 1 + n
+            rows.append([float(element_id), float(bot), float(tensor[0]), float(tensor[1]), float(tensor[2])])
+            rows.append([float(element_id), float(top), float(tensor[0]), float(tensor[1]), float(tensor[2])])
+            cmap[bot] = np.asarray(xyz, dtype=float)
+            cmap[top] = np.asarray(xyz, dtype=float)
+        coords_by_element[element_id] = cmap
+
+    block = ElementFieldData(
+        "STRESS",
+        int(step),
+        ["SIGXX", "SIGYY", "TAUXY"],
+        np.array(rows, dtype=float) if rows else np.empty((0, 5), dtype=float),
+        field_pos=FieldPosition.INT,
+    )
+    return block, coords_by_element
+
+
+def displacements_by_node(disp_block) -> dict[int, np.ndarray]:
+    """Map node id → translation 3-vector from an ``RVNODDIS`` field block.
+
+    The block's ``values`` rows are ``[node_id, U1, U2, U3, U4, U5, U6]``.
+    """
+    out: dict[int, np.ndarray] = {}
+    for row in disp_block.values:
+        out[int(row[0])] = np.asarray(row[1:4], dtype=float)
+    return out
diff --git a/src/ada/fem/capacity/stress_resolve.py b/src/ada/fem/capacity/stress_resolve.py
new file mode 100644
index 000000000..90a685741
--- /dev/null
+++ b/src/ada/fem/capacity/stress_resolve.py
@@ -0,0 +1,1265 @@
+"""Resolve FE element membrane stresses → DNV-RP-C201 design variables.
+
+This is the core step Genie performs *upstream* (reporting only the resolved
+values). For each (result case, stiffener) it produces the design variables a
+Section 6 check needs, keyed exactly as Genie emits them so a downstream adapter
+consumes them unchanged.
+
+Calibration status (validated against the Mini-topside ``*__CriteriaResults.json``):
+
+* ``AverageTransverseMembraneStresses`` (mid / field value) — **matches to ~1e-5
+  relative** across every stiffener and result case.
+* ``AverageShearStresses`` / ``TauSd`` — **matches to ~1e-5 relative**.
+* Axial force ``N`` = ``AvgLongitudinalMembrane·(t·s) + beam axial`` — reproduces
+  Genie's ``AxialLoads`` (and hence ``Nsd = max(N, 0)``). The longitudinal
+  membrane aggregation still carries a few-percent residual under calibration
+  (see :func:`calibration_report`); the transverse/shear path is exact.
+
+Remaining calibration: the along-span variation of the transverse stress (the
+two *end* positions; the *mid* is exact) needs result-point binning — currently
+the 3-position vectors carry the field value at all three positions.
+
+Update: the resolver now emits Section-5 position vectors for axial force and
+moment resultants, and midpoint membrane values are area-weighted by element.
+The remaining tail is the irregular multi-element cut-plane interpolation.
+
+Sign convention: Genie is compression-positive, so normal membrane stresses and
+the plate axial contribution are negated relative to the FE tension-positive
+convention.
+"""
+
+from __future__ import annotations
+
+import dataclasses
+import pathlib
+from collections.abc import Callable
+from dataclasses import dataclass
+from types import SimpleNamespace
+from typing import Any
+
+import numpy as np
+
+from ada.fem.capacity import extract
+from ada.fem.capacity.model import CapacityModel, CapSection, ResolvedCase
+from ada.fem.results.common import Mesh
+
+
+_MAX_PROVENANCE_SOURCES = 8
+
+
+def _block_elem_index(block) -> dict[int, np.ndarray]:
+    """Cache + return ``{element_id: rows}`` for a field block (column 0 = id).
+
+    ``ElementFieldData.get_by_element_id`` scans the whole block, so calling it
+    once per element across a model is quadratic. Resolving a multi-hundred-model
+    SIN that way dominates the runtime; index each block's rows by element id
+    once (cached on the block — blocks are rebuilt per step, so it stays fresh).
+    """
+    cached = getattr(block, "_cap_elem_index", None)
+    if cached is not None:
+        return cached
+    vals = block.values
+    built: dict[int, np.ndarray] = {}
+    if vals.size:
+        elem_col = vals[:, 0].astype(np.int64)
+        order = np.argsort(elem_col, kind="stable")
+        sorted_ids = elem_col[order]
+        uniq, starts = np.unique(sorted_ids, return_index=True)
+        bounds = np.append(starts, len(sorted_ids))
+        for k, eid in enumerate(uniq):
+            built[int(eid)] = vals[order[bounds[k] : bounds[k + 1]]]
+    block._cap_elem_index = built
+    return built
+
+
+def _rows_for_element(blocks, element_id: int) -> list[np.ndarray]:
+    out = []
+    for b in blocks:
+        sub = _block_elem_index(b).get(element_id)
+        if sub is not None and sub.size:
+            out.append(sub)
+    return out
+
+
+def _element_membrane_tensor(stress_blocks, element_id: int) -> np.ndarray | None:
+    """Mean membrane (SIGXX, SIGYY, TAUXY) of an element over its result points,
+    in the *element* coordinate frame."""
+    rows = [sub[:, 2:5] for sub in _rows_for_element(stress_blocks, element_id)]  # SIGXX, SIGYY, TAUXY
+    if not rows:
+        return None
+    return np.vstack(rows).mean(axis=0)
+
+
+def _element_stress_rows(stress_blocks, element_id: int) -> dict[int, np.ndarray]:
+    """Element stress tensor rows keyed by 1-based result-point id."""
+    rows: dict[int, list[np.ndarray]] = {}
+    for sub in _rows_for_element(stress_blocks, element_id):
+        for row in sub:
+            rows.setdefault(int(row[1]), []).append(np.asarray(row[2:5], dtype=float))
+    return {point_id: np.vstack(values).mean(axis=0) for point_id, values in rows.items()}
+
+
+@dataclass(frozen=True)
+class _MembranePoint:
+    element_id: int
+    node_ids: tuple[int, ...]
+    result_points: tuple[int, ...]
+    xyz: np.ndarray
+    tensor: np.ndarray
+    calculation: str
+
+
+def _rotation_cossin(
+    mesh: Mesh,
+    element_id: int,
+    axis: np.ndarray,
+    transform: np.ndarray | None = None,
+) -> tuple[float, float]:
+    """Cosine/sine of the rotation from the element frame to the stiffener frame.
+
+    This depends only on element geometry (or its Sesam basis) and the stiffener
+    axis — all step-invariant — so it is computed once per (stiffener, element)
+    and reused across every result case. The actual stress rotation is the cheap
+    closed form in :func:`_apply_rotation`.
+    """
+    if transform is not None and np.shape(transform) != (3, 3):
+        transform = None
+    if transform is not None:
+        basis = np.asarray(transform, dtype=float)
+        lx = basis[0]
+        normal = basis[2]
+        if np.linalg.norm(lx) <= 0.0 or np.linalg.norm(normal) <= 0.0:
+            transform = None
+    if transform is None:
+        coords = extract.element_node_coords(mesh, element_id)
+        lx = coords[1] - coords[0]
+        normal = np.cross(coords[1] - coords[0], coords[2] - coords[0])
+    lx = lx / (np.linalg.norm(lx) or 1.0)
+    normal = normal / (np.linalg.norm(normal) or 1.0)
+    ax = axis - normal * float(np.dot(axis, normal))  # project stiffener axis into plate plane
+    ax = ax / (np.linalg.norm(ax) or 1.0)
+    c = float(np.dot(lx, ax))
+    s = float(np.dot(np.cross(lx, ax), normal))
+    return c, s
+
+
+def _apply_rotation(cs: tuple[float, float], tensor: np.ndarray) -> np.ndarray:
+    """Rotate an element-frame membrane ``(sxx, syy, txy)`` into the stiffener
+    frame given the precomputed ``(cos, sin)`` from :func:`_rotation_cossin`.
+
+    Returns ``(sigma_long, sigma_trans, tau)`` where *long* is along the
+    stiffener axis and *trans* is perpendicular (in the plate plane).
+    """
+    c, s = cs
+    sxx, syy, txy = tensor
+    s_long = sxx * c * c + syy * s * s + 2 * txy * s * c
+    s_trans = sxx * s * s + syy * c * c - 2 * txy * s * c
+    tau = (syy - sxx) * s * c + txy * (c * c - s * s)
+    return np.array([s_long, s_trans, tau])
+
+
+def _element_membrane_point_records(
+    mesh: Mesh,
+    aux: extract.AuxRecords,
+    stress_blocks,
+    element_id: int,
+    axis: np.ndarray,
+    cs: tuple[float, float] | None = None,
+) -> list[_MembranePoint]:
+    rows = _element_stress_rows(stress_blocks, element_id)
+    if not rows:
+        return []
+
+    if cs is None:
+        transform = aux.element_transform_by_element.get(element_id)
+        cs = _rotation_cossin(mesh, element_id, axis, transform)
+
+    node_ids = tuple(extract.element_node_ids(mesh, element_id))
+    coords = aux.result_point_coords_by_element.get(element_id, {})
+    point_ids = sorted(rows)
+    if coords and len(point_ids) % 2 == 0:
+        half = len(point_ids) // 2
+        paired: list[_MembranePoint] = []
+        for a, b in zip(point_ids[:half], point_ids[half:]):
+            if a not in coords or b not in coords:
+                continue
+            tensor = (rows[a] + rows[b]) / 2.0
+            xyz = (coords[a] + coords[b]) / 2.0
+            paired.append(
+                _MembranePoint(
+                    element_id=element_id,
+                    node_ids=node_ids,
+                    result_points=(int(a), int(b)),
+                    xyz=xyz,
+                    tensor=_apply_rotation(cs, tensor),
+                    calculation=(
+                        "paired shell top/bottom STRESS result points averaged to membrane "
+                        "stress, then rotated into the stiffener frame"
+                    ),
+                )
+            )
+        if paired:
+            return paired
+
+    tensor = _element_membrane_tensor(stress_blocks, element_id)
+    if tensor is None:
+        return []
+    xyz = extract.element_node_coords(mesh, element_id).mean(axis=0)
+    return [
+        _MembranePoint(
+            element_id=element_id,
+            node_ids=node_ids,
+            result_points=tuple(int(p) for p in point_ids),
+            xyz=xyz,
+            tensor=_apply_rotation(cs, tensor),
+            calculation=(
+                "mean of available shell STRESS result rows at the element centroid, "
+                "then rotated into the stiffener frame"
+            ),
+        )
+    ]
+
+
+def _point_tuples(records: list[_MembranePoint]) -> list[tuple[np.ndarray, np.ndarray]]:
+    return [(r.xyz, r.tensor) for r in records]
+
+
+def _rotate_to_stiffener_frame(
+    mesh: Mesh,
+    element_id: int,
+    tensor: np.ndarray,
+    axis: np.ndarray,
+    transform: np.ndarray | None = None,
+) -> np.ndarray:
+    """Backward-compatible one-shot rotate (basis + apply), for callers that do
+    not have a cached ``(cos, sin)``."""
+    return _apply_rotation(_rotation_cossin(mesh, element_id, axis, transform), tensor)
+
+
+def _element_membrane_points(
+    mesh: Mesh,
+    aux: extract.AuxRecords,
+    stress_blocks,
+    element_id: int,
+    axis: np.ndarray,
+    cs: tuple[float, float] | None = None,
+) -> list[tuple[np.ndarray, np.ndarray]]:
+    """Membrane stress points as ``(xyz, rotated_tensor)``.
+
+    Shell stress output is top/bottom surface data. Pair the two surfaces by
+    result-point id order and average them into membrane values at the midpoint
+    coordinate before rotating into the stiffener frame.
+
+    ``cs`` is the precomputed ``(cos, sin)`` rotation for this element in the
+    stiffener frame (step-invariant); pass it to skip recomputing the element
+    basis on every result case. When ``None`` it is computed here.
+    """
+    return _point_tuples(_element_membrane_point_records(mesh, aux, stress_blocks, element_id, axis, cs))
+
+
+def _element_area(mesh: Mesh, element_id: int) -> float:
+    coords = extract.element_node_coords(mesh, element_id)
+    if len(coords) < 3:
+        return 0.0
+    origin = coords[0]
+    area = 0.0
+    for i in range(1, len(coords) - 1):
+        area += float(np.linalg.norm(np.cross(coords[i] - origin, coords[i + 1] - origin))) / 2.0
+    return area
+
+
+def _area_weighted_element_mean(
+    mesh: Mesh,
+    points_by_element: dict[int, list[tuple[np.ndarray, np.ndarray]]],
+    area_by_element: dict[int, float] | None = None,
+) -> np.ndarray | None:
+    values = []
+    weights = []
+    for element_id, points in points_by_element.items():
+        if not points:
+            continue
+        values.append(np.array([tensor for _, tensor in points]).mean(axis=0))
+        weights.append(_elem_area(mesh, element_id, area_by_element))
+    if not values:
+        return None
+    return np.average(np.array(values), axis=0, weights=np.array(weights))
+
+
+def _elem_area(mesh: Mesh, element_id: int, area_by_element: dict[int, float] | None) -> float:
+    """Element area, from the per-stiffener cache when available (step-invariant)."""
+    if area_by_element is not None:
+        cached = area_by_element.get(element_id)
+        if cached is not None:
+            return cached
+    return _element_area(mesh, element_id)
+
+
+def _area_weighted_pressure(
+    mesh: Mesh,
+    aux: extract.AuxRecords,
+    result_case: int,
+    element_ids: list[int],
+    area_by_element: dict[int, float] | None = None,
+) -> float:
+    """Mean signed shell pressure over the adjacent plate field."""
+    pressures = aux.pressure_by_case_element.get(result_case, {})
+    values = []
+    weights = []
+    for element_id in element_ids:
+        if element_id not in pressures:
+            continue
+        values.append(float(pressures[element_id]))
+        weights.append(_elem_area(mesh, element_id, area_by_element))
+    if not values:
+        return 0.0
+    return float(np.average(np.array(values), weights=np.array(weights)))
+
+
+def _adjacent_plate_field_ids(model: CapacityModel, edge_plate_ids: list[int]) -> list[int]:
+    """Expand edge-sharing plate elements to their full adjacent plate fields."""
+    if not edge_plate_ids:
+        return []
+    edge = set(edge_plate_ids)
+    out: list[int] = []
+    seen: set[int] = set()
+    for plate in model.plates:
+        if not edge.intersection(plate.element_ids):
+            continue
+        for element_id in plate.element_ids:
+            if element_id not in seen:
+                out.append(element_id)
+                seen.add(element_id)
+    return out or edge_plate_ids
+
+
+def _beam_origin(mesh: Mesh, element_ids: tuple[int, ...]) -> np.ndarray:
+    return extract.element_node_coords(mesh, element_ids[0])[0]
+
+
+def _edge_points(
+    points: list[tuple[np.ndarray, np.ndarray]],
+    origin: np.ndarray,
+    axis: np.ndarray,
+) -> list[tuple[np.ndarray, np.ndarray]]:
+    """Points closest to the stiffener line."""
+    if not points:
+        return []
+    ax = np.asarray(axis, dtype=float)
+    ax = ax / (np.linalg.norm(ax) or 1.0)
+    distances = []
+    for xyz, _ in points:
+        offset = xyz - origin
+        line_vec = offset - ax * float(np.dot(offset, ax))
+        distances.append(float(np.linalg.norm(line_vec)))
+    min_dist = min(distances)
+    tol = max(1e-6, min_dist + 1e-5)
+    return [point for point, distance in zip(points, distances) if distance <= tol]
+
+
+def _station_values(
+    points: list[tuple[np.ndarray, np.ndarray]],
+    origin: np.ndarray,
+    axis: np.ndarray,
+    component: int,
+    mid_value: float,
+) -> list[float]:
+    """Start/mid/end values from result-point coordinates along the stiffener."""
+    if not points:
+        return [mid_value] * 3
+    ax = np.asarray(axis, dtype=float)
+    ax = ax / (np.linalg.norm(ax) or 1.0)
+    along = np.array([float(np.dot(xyz - origin, ax)) for xyz, _ in points])
+    values = np.array([float(v[component]) for _, v in points])
+    span = float(np.ptp(along))
+    if span <= 1e-12:
+        return [float(values.mean()), mid_value, float(values.mean())]
+    tol = max(span * 1e-6, 1e-6)
+    start = float(values[along <= along.min() + tol].mean())
+    end = float(values[along >= along.max() - tol].mean())
+    return [start, mid_value, end]
+
+
+def _station_records(
+    records: list[_MembranePoint],
+    origin: np.ndarray,
+    axis: np.ndarray,
+    position: int,
+) -> list[_MembranePoint]:
+    if not records:
+        return []
+    if position == 2:
+        return records
+    ax = np.asarray(axis, dtype=float)
+    ax = ax / (np.linalg.norm(ax) or 1.0)
+    along = np.array([float(np.dot(r.xyz - origin, ax)) for r in records])
+    span = float(np.ptp(along))
+    if span <= 1e-12:
+        return records
+    tol = max(span * 1e-6, 1e-6)
+    if position == 1:
+        return [r for r, a in zip(records, along) if a <= along.min() + tol]
+    return [r for r, a in zip(records, along) if a >= along.max() - tol]
+
+
+def _edge_point_records(
+    records: list[_MembranePoint],
+    origin: np.ndarray,
+    axis: np.ndarray,
+) -> list[_MembranePoint]:
+    if not records:
+        return []
+    ax = np.asarray(axis, dtype=float)
+    ax = ax / (np.linalg.norm(ax) or 1.0)
+    distances = []
+    for record in records:
+        offset = record.xyz - origin
+        line_vec = offset - ax * float(np.dot(offset, ax))
+        distances.append(float(np.linalg.norm(line_vec)))
+    min_dist = min(distances)
+    tol = max(1e-6, min_dist + 1e-5)
+    return [record for record, distance in zip(records, distances) if distance <= tol]
+
+
+def _round_source_value(value: float) -> float:
+    return float(f"{float(value):.8g}")
+
+
+def _source_payload(
+    record: _MembranePoint,
+    component: int,
+    *,
+    sign: float = 1.0,
+    absolute: bool = False,
+    unit: str = "Pa",
+) -> dict[str, Any]:
+    value = float(record.tensor[component]) * sign
+    if absolute:
+        value = abs(value)
+    return {
+        "element_id": int(record.element_id),
+        "node_ids": [int(n) for n in record.node_ids],
+        "result_points": [int(p) for p in record.result_points],
+        "value": _round_source_value(value),
+        "unit": unit,
+    }
+
+
+def _source_set_payload(
+    label: str,
+    records: list[_MembranePoint],
+    component: int,
+    *,
+    sign: float = 1.0,
+    absolute: bool = False,
+    unit: str = "Pa",
+) -> dict[str, Any]:
+    shown = records[:_MAX_PROVENANCE_SOURCES]
+    return {
+        "label": label,
+        "source_count": len(records),
+        "element_ids": sorted({int(r.element_id) for r in records}),
+        "sources": [
+            _source_payload(r, component, sign=sign, absolute=absolute, unit=unit)
+            for r in shown
+        ],
+        "truncated_source_count": max(0, len(records) - len(shown)),
+    }
+
+
+def _station_stress_provenance(
+    *,
+    records: list[_MembranePoint],
+    origin: np.ndarray,
+    axis: np.ndarray,
+    position: int,
+    component: int,
+    label: str,
+    calculation: str,
+    formula: str,
+    sign: float = 1.0,
+    absolute: bool = False,
+) -> dict[str, Any]:
+    source_records = _station_records(records, origin, axis, position)
+    return {
+        "label": label,
+        "position": position,
+        "calculation": calculation,
+        "formula": formula,
+        "source_sets": [
+            _source_set_payload("contributing shell membrane result points", source_records, component, sign=sign, absolute=absolute)
+        ],
+    }
+
+
+def _panel_sigma_x_provenance(
+    *,
+    all_records: list[_MembranePoint],
+    edge_records: list[_MembranePoint],
+    origin: np.ndarray,
+    axis: np.ndarray,
+    position: int,
+) -> dict[str, Any]:
+    return {
+        "label": f"Axial membrane stress position {position}",
+        "position": position,
+        "calculation": (
+            "Shell top/bottom STRESS result points are averaged to membrane stress, "
+            "rotated into the stiffener frame, converted to compression-positive "
+            "stress, then sampled at the Section 5 position. The displayed value is "
+            "the mean of the edge-tributary station value and the closest-to-stiffener "
+            "station value."
+        ),
+        "formula": "sigma_x,i = 0.5 * (all edge-tributary station mean + closest-edge station mean)",
+        "source_sets": [
+            _source_set_payload(
+                "edge-tributary shell membrane result points",
+                _station_records(all_records, origin, axis, position),
+                0,
+                sign=-1.0,
+            ),
+            _source_set_payload(
+                "closest-to-stiffener shell membrane result points",
+                _station_records(edge_records, origin, axis, position),
+                0,
+                sign=-1.0,
+            ),
+        ],
+    }
+
+
+def _beam_position_nodes(node_ids: list[int], position: int) -> list[int]:
+    if not node_ids:
+        return []
+    if position == 1:
+        return [int(node_ids[0])]
+    if position == 3:
+        return [int(node_ids[-1])]
+    if len(node_ids) >= 3:
+        return [int(node_ids[2])]
+    return [int(n) for n in node_ids]
+
+
+def _beam_component_position_data(
+    mesh: Mesh,
+    force_blocks,
+    element_ids: tuple[int, ...],
+    component: int,
+    *,
+    sign: float = 1.0,
+    unit: str,
+    component_label: str,
+) -> tuple[list[float], dict[int, dict[str, Any]]]:
+    by_pos: dict[int, list[dict[str, Any]]] = {1: [], 2: [], 3: []}
+    exact_by_pos: dict[int, list[float]] = {1: [], 2: [], 3: []}
+    for el in element_ids:
+        nodes = extract.element_node_ids(mesh, el)
+        for sub in _rows_for_element(force_blocks, el):
+            for row in sub:
+                pos = int(row[1])
+                if pos not in by_pos:
+                    continue
+                raw = float(row[2 + component])
+                signed = raw * sign
+                exact_by_pos[pos].append(signed)
+                by_pos[pos].append(
+                    {
+                        "element_id": int(el),
+                        "node_ids": _beam_position_nodes(nodes, pos),
+                        "force_position": pos,
+                        "raw_value": _round_source_value(raw),
+                        "value": _round_source_value(signed),
+                        "unit": unit,
+                    }
+                )
+
+    values = [float(np.mean(exact_by_pos[pos])) for pos in (1, 2, 3) if exact_by_pos[pos]]
+    fallback = float(np.mean(values)) if values else 0.0
+    out = [float(np.mean(exact_by_pos[pos])) if exact_by_pos[pos] else fallback for pos in (1, 2, 3)]
+    provenance = {
+        pos: {
+            "label": f"{component_label} position {pos}",
+            "position": pos,
+            "calculation": (
+                "Mean of matching Sesam beam FORCES rows at Section 5 result position "
+                f"{pos}. If that position has no rows, the mean of available positions is used."
+            ),
+            "formula": f"mean({component_label} FORCES rows at position {pos})",
+            "source_sets": [
+                {
+                    "label": "beam FORCE result rows",
+                    "source_count": len(by_pos[pos]),
+                    "element_ids": sorted({int(s["element_id"]) for s in by_pos[pos]}),
+                    "sources": by_pos[pos][:_MAX_PROVENANCE_SOURCES],
+                    "truncated_source_count": max(0, len(by_pos[pos]) - _MAX_PROVENANCE_SOURCES),
+                }
+            ],
+        }
+        for pos in (1, 2, 3)
+    }
+    return out, provenance
+
+
+def _term(label: str, value: float, unit: str) -> dict[str, Any]:
+    return {"label": label, "value": _round_source_value(value), "unit": unit}
+
+
+def _beam_component_positions(
+    force_blocks,
+    element_ids: tuple[int, ...],
+    component: int,
+    *,
+    sign: float = 1.0,
+) -> list[float]:
+    """Mean beam force component at Section-5 positions 1/2/3."""
+    by_pos: dict[int, list[float]] = {1: [], 2: [], 3: []}
+    for el in element_ids:
+        for sub in _rows_for_element(force_blocks, el):
+            for row in sub:
+                pos = int(row[1])
+                if pos in by_pos:
+                    by_pos[pos].append(float(row[2 + component]) * sign)
+
+    values = [float(np.mean(by_pos[pos])) for pos in (1, 2, 3) if by_pos[pos]]
+    if not values:
+        return [0.0, 0.0, 0.0]
+    mean = float(np.mean(values))
+    return [float(np.mean(by_pos[pos])) if by_pos[pos] else mean for pos in (1, 2, 3)]
+
+
+def _beam_axial_positions(force_blocks, element_ids: tuple[int, ...]) -> list[float]:
+    """Beam axial force (NXX) at Section-5 positions, compression positive.
+
+    Sign-flipped to Genie's compression-positive convention.
+    """
+    return _beam_component_positions(force_blocks, element_ids, 0, sign=-1.0)
+
+
+def _beam_moment_positions(force_blocks, element_ids: tuple[int, ...]) -> list[float]:
+    """Beam bending moment contribution at Section-5 positions.
+
+    Sesam's line-force block reports ``MXY`` with the opposite sign to Genie's
+    moment convention for these stiffened-plate checks.
+    """
+    return _beam_component_positions(force_blocks, element_ids, 4, sign=-1.0)
+
+
+def _section_area_and_centroid(section: CapSection) -> tuple[float, float]:
+    """Stiffener area and centroid distance from the plate reference surface."""
+    h = float(section.height)
+    tw = float(section.web_thickness)
+    bf = float(section.flange_width)
+    tf = float(section.flange_thickness)
+    if h <= 0.0 or tw <= 0.0:
+        return 0.0, 0.0
+
+    if bf <= 0.0 or tf <= 0.0:
+        area = h * tw
+        return area, h / 2.0
+
+    web_h = max(h - tf, 0.0)
+    web_area = web_h * tw
+    flange_area = bf * tf
+    area = web_area + flange_area
+    if area <= 0.0:
+        return 0.0, 0.0
+    centroid = (web_area * (web_h / 2.0) + flange_area * (web_h + tf / 2.0)) / area
+    return area, centroid
+
+
+@dataclass
+class _StiffGeom:
+    """Step-invariant geometry/topology for one stiffener.
+
+    Everything here depends only on the mesh + capacity-model definition (not on
+    any result case), so it is built once per stiffener and reused across every
+    case in :func:`resolve_cases`. Only the field *values* vary per case.
+    """
+
+    element_ids: tuple[int, ...]
+    axis: np.ndarray
+    origin: np.ndarray
+    edge_trib: list[int]
+    field_trib: list[int]
+    cs_by_element: dict[int, tuple[float, float]]
+    area_by_element: dict[int, float]
+    t: float
+    s_spacing: float
+    section_area: float
+    section_centroid: float
+    z_na: float
+    span: float
+    continuous: bool
+
+
+def _build_stiff_geom(
+    mesh: Mesh,
+    aux: extract.AuxRecords,
+    model: CapacityModel,
+    stiff_name: str,
+) -> _StiffGeom:
+    """Resolve the case-invariant geometry for a stiffener (see :class:`_StiffGeom`)."""
+    st = model.stiffener(stiff_name)
+    axis, _ = extract.beam_axis_and_span(mesh, st.element_ids)
+
+    candidate_plates = [e for p in model.plates for e in p.element_ids]
+    # Tributary = the plates bordering the stiffener edge. ``tributary_plate_ids``
+    # matches plates that contain *all* the given beam's nodes, which is the right
+    # test for a single FE edge but never holds for a multi-element stiffener
+    # chain (no 4-node plate spans every node of a 6-element run). Union the
+    # per-element edge plates so a finely-meshed/multi-bay stiffener still gets
+    # its bordering plate field — otherwise its plate stresses resolve to zero.
+    edge_trib = sorted(
+        {pe for be in st.element_ids for pe in extract.tributary_plate_ids(mesh, (be,), candidate_plates)}
+    )
+    field_trib = _adjacent_plate_field_ids(model, edge_trib)
+
+    origin = _beam_origin(mesh, st.element_ids)
+    # Tributary cross-section for the plate axial force (eq (5.1)): use the panel's
+    # representative plate field — the SAME plate the capacity check uses
+    # (``model.plates[0]`` -> Genie ``s``/``t``). Picking an arbitrary bordering
+    # plate via ``next()`` could grab a multi-spacing (e.g. 1300 mm) or — before
+    # the thickness-gated merge — a different-thickness plate, so ``s_spacing·t``
+    # diverged from what the check applied (``AxialLoadsPlate`` then disagreed with
+    # ``sigma_x·t·s`` by the same factor). Panels are single-thickness after the
+    # merge, so ``plates[0]`` carries the correct thickness and stiffener spacing.
+    plate = model.plates[0] if model.plates else None
+    t = plate.thickness if plate else 0.0
+    s_spacing = plate.width if plate else 0.0
+    section_area, section_centroid = _section_area_and_centroid(st.section)
+    plate_area = t * s_spacing
+    z_na = section_area * section_centroid / (section_area + plate_area) if section_area + plate_area else 0.0
+
+    # Per-element rotation (cos/sin) into the stiffener frame and area, for every
+    # tributary plate element — the dominant per-case cost when recomputed.
+    cs_by_element: dict[int, tuple[float, float]] = {}
+    area_by_element: dict[int, float] = {}
+    for pe in set(field_trib) | set(edge_trib):
+        transform = aux.element_transform_by_element.get(pe)
+        cs_by_element[pe] = _rotation_cossin(mesh, pe, axis, transform)
+        area_by_element[pe] = _element_area(mesh, pe)
+
+    return _StiffGeom(
+        element_ids=st.element_ids,
+        axis=axis,
+        origin=origin,
+        edge_trib=edge_trib,
+        field_trib=field_trib,
+        cs_by_element=cs_by_element,
+        area_by_element=area_by_element,
+        t=t,
+        s_spacing=s_spacing,
+        section_area=section_area,
+        section_centroid=section_centroid,
+        z_na=z_na,
+        span=float(st.span or 0.0),
+        continuous=st.continuous,
+    )
+
+
+def _resolve_stiffener(
+    mesh: Mesh,
+    aux: extract.AuxRecords,
+    model: CapacityModel,
+    stiff_name: str,
+    result_case: int,
+    stress_blocks,
+    force_blocks,
+    geom: _StiffGeom,
+) -> ResolvedCase:
+    axis = geom.axis
+    edge_trib = geom.edge_trib
+    field_trib = geom.field_trib
+    cs = geom.cs_by_element
+    areas = geom.area_by_element
+
+    # Field transverse/shear membrane in the stiffener frame: each adjacent
+    # plate field is averaged over its membrane result points, then
+    # area-weighted and negated to Genie's compression-positive convention. If
+    # an adjacent plate field is split into several shells, use the full field
+    # rather than only the shell sharing the stiffener nodes; this matches
+    # Genie's Section-5 field integration on irregular triangular/quadrilateral
+    # edge fields. ``edge_trib ⊆ field_trib``, so resolve each element's points
+    # once and slice both views from it.
+    point_records_by_element = {
+        pe: _element_membrane_point_records(mesh, aux, stress_blocks, pe, axis, cs.get(pe)) for pe in field_trib
+    }
+    points_by_element = {pe: _point_tuples(records) for pe, records in point_records_by_element.items()}
+    field_points_by_element = points_by_element
+    field_points = [point for points in field_points_by_element.values() for point in points]
+    field_records = [record for records in point_records_by_element.values() for record in records]
+    field_weighted = _area_weighted_element_mean(mesh, field_points_by_element, areas)
+    overall = -field_weighted if field_weighted is not None else np.zeros(3)
+
+    origin = geom.origin
+    # Longitudinal axial/moment resultants are edge quantities: sample the plate
+    # elements that share the stiffener line, then use result points closest to
+    # that line for the calibrated Section-5 axial reconstruction.
+    edge_points_by_element = {pe: points_by_element.get(pe, []) for pe in edge_trib}
+    edge_records_by_element = {pe: point_records_by_element.get(pe, []) for pe in edge_trib}
+    long_points = [point for points in edge_points_by_element.values() for point in points]
+    long_records = [record for records in edge_records_by_element.values() for record in records]
+    long_weighted = _area_weighted_element_mean(mesh, edge_points_by_element, areas)
+    long_overall = -long_weighted if long_weighted is not None else overall
+    edge_records = _edge_point_records(long_records, origin, axis)
+    edge_points = _point_tuples(edge_records)
+    edge_rotated = [tensor for _, tensor in edge_points]
+    edge_mid = -float(np.array(edge_rotated).mean(axis=0)[0]) if edge_rotated else float(long_overall[0])
+    all_long_pos = [-x for x in _station_values(long_points, origin, axis, 0, -float(long_overall[0]))]
+    edge_long_pos = [-x for x in _station_values(edge_points, origin, axis, 0, -edge_mid)]
+    long_pos = [(a + e) / 2.0 for a, e in zip(all_long_pos, edge_long_pos)]
+    long_mid = float(long_pos[1])
+    trans_pos = [-x for x in _station_values(field_points, origin, axis, 1, -float(overall[1]))]
+    tau_pos = [abs(x) for x in _station_values(field_points, origin, axis, 2, -float(overall[2]))]
+    v_mid = overall
+
+    # Plate tributary area = thickness x spacing of the bordering plate(s).
+    t = geom.t
+    s_spacing = geom.s_spacing
+    p_sd = _area_weighted_pressure(mesh, aux, result_case, field_trib, areas)
+    q_dir = p_sd * s_spacing
+    n_plate_positions = [float(x * t * s_spacing) for x in long_pos]
+    n_beam_positions, n_beam_provenance = _beam_component_position_data(
+        mesh,
+        force_blocks,
+        geom.element_ids,
+        0,
+        sign=-1.0,
+        unit="N",
+        component_label="beam axial force NXX",
+    )
+    n_axial_positions = [float(n_plate + n_beam) for n_plate, n_beam in zip(n_plate_positions, n_beam_positions)]
+    n_axial = n_axial_positions[1]
+    n_plate = long_mid * t * s_spacing
+    n_beam = n_beam_positions[1]
+    n_sd = (
+        0.2 * max(n_axial_positions[0], 0.0)
+        + 0.6 * max(n_axial_positions[1], 0.0)
+        + 0.2 * max(n_axial_positions[2], 0.0)
+    )
+    axial_area = t * s_spacing + geom.section_area
+    sigma_x_sd = n_sd / axial_area if axial_area else 0.0
+
+    # section_area, section_centroid = geom.section_area, geom.section_centroid
+    section_centroid = geom.section_centroid
+    z_na = geom.z_na
+    m_plate = [-float(n * z_na) for n in n_plate_positions]
+    m_beam_force = [float(n * (section_centroid - z_na)) for n in n_beam_positions]
+    m_beam, m_beam_provenance = _beam_component_position_data(
+        mesh,
+        force_blocks,
+        geom.element_ids,
+        4,
+        sign=-1.0,
+        unit="Nm",
+        component_label="beam moment MXY",
+    )
+    moments = [float(a + b + c) for a, b, c in zip(m_plate, m_beam_force, m_beam)]
+    span = geom.span
+    q_fe = (0.5 * (moments[0] + moments[2]) - moments[1]) * 8.0 / (span * span) if span else 0.0
+
+    variables = {
+        "SigmaYSd": float(v_mid[1]),
+        "SigmaY1Sd": float(max(trans_pos)),
+        "SigmaY2Sd": float(min(trans_pos)),
+        "TauSd": float(tau_pos[1]),
+        "PSd": float(p_sd),
+        "Qdir": float(q_dir),
+        "QFE": float(q_fe),
+        "Nsd": float(n_sd),
+        "Naxial": float(n_axial),
+        "AxialLoadsBeam": float(n_beam),
+        "AxialLoadsPlate": float(n_plate),
+        "SigmaXSd": float(sigma_x_sd),
+        "SigmaXSd1": float(sigma_x_sd),
+        "SigmaXSd2": float(sigma_x_sd),
+    }
+    vectors = {
+        "AverageLongitudinalMembraneStresses": [float(x) for x in long_pos],
+        "AverageTransverseMembraneStresses": [float(x) for x in trans_pos],
+        "AverageShearStresses": [float(x) for x in tau_pos],
+        "AxialLoads": n_axial_positions,
+        "AxialLoadsPlate": n_plate_positions,
+        "AxialLoadsBeam": n_beam_positions,
+        "MomentsAboutNeutralAxis": moments,
+        "MomentsAboutNeutralAxisPlate": m_plate,
+        "MomentsAboutNeutralAxisBeamForce": m_beam_force,
+        "MomentsAboutNeutralAxisBeamMoment": m_beam,
+    }
+    provenance: dict[str, Any] = {}
+    for pos in (1, 2, 3):
+        i = pos - 1
+        provenance[f"sigma_x_{pos}"] = _panel_sigma_x_provenance(
+            all_records=long_records,
+            edge_records=edge_records,
+            origin=origin,
+            axis=axis,
+            position=pos,
+        )
+        provenance[f"sigma_y{pos}"] = _station_stress_provenance(
+            records=field_records,
+            origin=origin,
+            axis=axis,
+            position=pos,
+            component=1,
+            label=f"Transverse stress position {pos}",
+            calculation=(
+                "Shell membrane stresses are area-resolved over the adjacent plate field, "
+                "rotated into the stiffener frame and converted to compression-positive "
+                "transverse stress. End positions use samples at the end station; the "
+                "mid position uses the area-weighted element mean."
+            ),
+            formula="sigma_y,i = - rotated transverse membrane stress at Section 5 position i",
+            sign=-1.0,
+        )
+        provenance[f"tau_{pos}"] = _station_stress_provenance(
+            records=field_records,
+            origin=origin,
+            axis=axis,
+            position=pos,
+            component=2,
+            label=f"Shear stress position {pos}",
+            calculation=(
+                "Shell membrane shear is resolved over the adjacent plate field, rotated "
+                "into the stiffener frame and reported as an absolute design shear stress. "
+                "End positions use samples at the end station; the mid position uses the "
+                "area-weighted element mean."
+            ),
+            formula="tau_i = abs(rotated membrane shear at Section 5 position i)",
+            absolute=True,
+        )
+        provenance[f"M_{pos}"] = {
+            "label": f"Moment position {pos}",
+            "position": pos,
+            "calculation": (
+                "Moment about the neutral axis is assembled from the plate membrane axial "
+                "force, beam axial-force eccentricity and Sesam beam moment rows."
+            ),
+            "formula": "M_i = -N_plate,i*z_NA + N_beam,i*(z_section-z_NA) + M_beam,i",
+            "terms": [
+                _term("plate membrane contribution", m_plate[i], "Nm"),
+                _term("beam axial eccentricity contribution", m_beam_force[i], "Nm"),
+                _term("beam moment contribution", m_beam[i], "Nm"),
+                _term("z_NA", z_na, "m"),
+                _term("z_section", section_centroid, "m"),
+            ],
+            "source_sets": [
+                _source_set_payload(
+                    "plate membrane stress sources used by N_plate",
+                    _station_records(long_records, origin, axis, pos),
+                    0,
+                    sign=-1.0,
+                ),
+                *n_beam_provenance[pos]["source_sets"],
+                *m_beam_provenance[pos]["source_sets"],
+            ],
+        }
+    return ResolvedCase(
+        result_case=0,
+        stiffener=stiff_name,
+        panel_group=model.name,
+        capacity_model_id=model.id or model.name,
+        continuous=geom.continuous,
+        variables=variables,
+        vectors=vectors,
+        provenance=provenance,
+    )
+
+
+def _recovered_stress_blocks(mesh, aux, res, case, material_by_element, *, log: bool):
+    """Synthesize STRESS blocks from nodal displacements for a stress-less SIN.
+
+    Returns an empty list when there are no displacements / no plate materials to
+    recover from (the caller then resolves to zero, as before).
+    """
+    from ada.config import logger
+    from ada.fem.capacity.stress_recovery import (
+        build_recovered_stress,
+        displacements_by_node,
+    )
+
+    disp_blocks = [r for r in res.results if r.name == "RVNODDIS"]
+    if not disp_blocks or not material_by_element:
+        return []
+    if log:
+        logger.info(
+            "SIN has no element stresses (SESTRA ISEL4=-1); recovering membrane "
+            "stresses for %d plate elements from nodal displacements",
+            len(material_by_element),
+        )
+    disp = displacements_by_node(disp_blocks[0])
+    block, coords_by_element = build_recovered_stress(
+        mesh, disp, material_by_element, case, aux.element_transform_by_element
+    )
+    # The resolver reads result-point coords from aux; the recovered corner
+    # points are geometry (case-invariant), so merging once is enough.
+    for element_id, cmap in coords_by_element.items():
+        aux.result_point_coords_by_element.setdefault(element_id, cmap)
+    return [block] if block.values.size else []
+
+
+# FE field blocks that participate in load-combination superposition: the plate
+# membrane stresses, the beam/line force resultants, and (for stress-less SINs)
+# the nodal displacements the recovery fallback reads. Resolution is linear in
+# these fields up to the per-station min/max, so a combination must superpose the
+# *fields* (Σ fᵢ·blockᵢ) and resolve once — not linearly combine resolved scalars.
+_SUPERPOSE_BLOCKS = ("STRESS", "FORCES", "RVNODDIS")
+
+
+def _superpose_into(accum: dict, results, factor: float) -> None:
+    """Add ``factor`` × each superposable block in ``results`` into ``accum``.
+
+    ``accum`` maps ``(name, index) -> [template_block, values_ndarray, n_id_cols]``.
+    The basic steps of one SIN share a single mesh / RDPOINTS layout, so each
+    block's rows align 1:1 across steps by their leading id columns (``elem,
+    point`` for element fields; ``node`` for nodal) — the fast path just adds the
+    scaled value columns. A key-based merge covers any row-order drift.
+    """
+    by_name: dict[str, list] = {}
+    for blk in results:
+        if blk.name in _SUPERPOSE_BLOCKS:
+            by_name.setdefault(blk.name, []).append(blk)
+    for name, blocks in by_name.items():
+        for idx, blk in enumerate(blocks):
+            key = (name, idx)
+            n_id = len(blk.COLS)
+            slot = accum.get(key)
+            if slot is None:
+                arr = np.array(blk.values, dtype=float)
+                if arr.size:
+                    arr[:, n_id:] *= factor
+                accum[key] = [blk, arr, n_id]
+                continue
+            _, arr, n_id = slot
+            src = np.asarray(blk.values, dtype=float)
+            if src.shape == arr.shape and np.array_equal(src[:, :n_id], arr[:, :n_id]):
+                if src.size:
+                    arr[:, n_id:] += factor * src[:, n_id:]
+            else:
+                _key_superpose(arr, src, n_id, factor)
+
+
+def _key_superpose(dst: np.ndarray, src: np.ndarray, n_id: int, factor: float) -> None:
+    """Row-order-independent fallback for :func:`_superpose_into`.
+
+    Adds ``factor`` × ``src`` value columns onto ``dst`` rows matched by their
+    integer id columns. ``dst`` is seeded from the first contributing step, so any
+    ``src`` key absent from it (impossible for a shared mesh) is simply dropped.
+    """
+    if not dst.size or not src.size:
+        return
+    index = {tuple(int(round(v)) for v in row[:n_id]): i for i, row in enumerate(dst)}
+    for row in src:
+        i = index.get(tuple(int(round(v)) for v in row[:n_id]))
+        if i is not None:
+            dst[i, n_id:] += factor * row[n_id:]
+
+
+def _accum_blocks(accum: dict) -> list:
+    """Materialise superposed blocks as fresh field-data objects (id columns from
+    the template, value columns from the accumulator)."""
+    out = []
+    for (_name, _idx), (template, arr, _n_id) in sorted(accum.items(), key=lambda kv: kv[0]):
+        out.append(dataclasses.replace(template, values=arr))
+    return out
+
+
+def _resolve_step(
+    mesh: Mesh,
+    aux: extract.AuxRecords,
+    models: list[CapacityModel],
+    case: int,
+    results,
+    material_by_element: dict[int, tuple[float, float]],
+    geom_cache: dict[tuple, _StiffGeom],
+    *,
+    log: bool,
+) -> list[ResolvedCase]:
+    """Resolve every (model, stiffener) for one case from its field blocks.
+
+    ``results`` is a step's ``FEAResult.results`` list (a basic case) or the
+    superposed block list of a combination — both expose ``STRESS`` / ``FORCES``
+    (and ``RVNODDIS`` for the stress-less recovery fallback) by ``name``.
+
+    ``geom_cache`` holds the step-invariant per-stiffener geometry, built on the
+    first case and reused across every subsequent one.
+    """
+    stress_blocks = [r for r in results if r.name == "STRESS"]
+    force_blocks = [r for r in results if r.name == "FORCES"]
+    if not stress_blocks:
+        shim = SimpleNamespace(results=list(results))
+        stress_blocks = _recovered_stress_blocks(mesh, aux, shim, case, material_by_element, log=log)
+    out: list[ResolvedCase] = []
+    for model in models:
+        for st in model.stiffeners:
+            key = (model.id or model.name, st.name)
+            geom = geom_cache.get(key)
+            if geom is None:
+                geom = _build_stiff_geom(mesh, aux, model, st.name)
+                geom_cache[key] = geom
+            rc = _resolve_stiffener(mesh, aux, model, st.name, case, stress_blocks, force_blocks, geom)
+            out.append(
+                ResolvedCase(
+                    result_case=case,
+                    stiffener=rc.stiffener,
+                    panel_group=rc.panel_group,
+                    capacity_model_id=rc.capacity_model_id,
+                    continuous=rc.continuous,
+                    variables=rc.variables,
+                    vectors=rc.vectors,
+                    provenance=rc.provenance,
+                )
+            )
+    return out
+
+
+def resolve_cases(
+    sin_path: str | pathlib.Path,
+    models: list[CapacityModel],
+    result_cases: list[int] | None = None,
+    *,
+    on_progress: Callable[[int, int], None] | None = None,
+) -> list[ResolvedCase]:
+    """Resolve design variables for every (result case, stiffener).
+
+    ``result_cases`` may list basic result cases (stored RV* steps) and/or
+    load-case *combinations* (defined in the SIN's RDRESCMB records but, for
+    SESTRA "smart" combinations, not themselves stored). A combination is
+    resolved by superposing its basic cases' FE fields (Σ fᵢ·blockᵢ) before the
+    Section-6 resolve, which is exact because resolution is linear in the field.
+
+    ``on_progress(completed, total)`` is called once per resolved case so callers
+    can drive a progress bar.
+    """
+    from ada.fem.formats.sesam.results.read_sin import (
+        iter_sin_step_results,
+        read_sin_metadata,
+    )
+
+    meta = read_sin_metadata(sin_path)
+    available = set(meta.steps)
+    combinations = meta.combinations
+    if result_cases is None:
+        result_cases = meta.steps
+
+    # Split requests into directly-stored basic cases and combinations to
+    # superpose. Basic cases are resolved as they stream past (memory-bounded);
+    # only the few combination accumulators are held across the read.
+    direct: list[int] = []
+    combo_plan: dict[int, dict[int, float]] = {}
+    for c in result_cases:
+        ci = int(c)
+        if ci in combinations:
+            comps = combinations[ci]
+            if not comps:
+                raise ValueError(f"result combination {ci} ({meta.result_names.get(ci, '?')!r}) lists no basic cases")
+            combo_plan[ci] = comps
+        elif ci in available:
+            direct.append(ci)
+        else:
+            raise ValueError(
+                f"requested result case {ci} is not in the SIN. "
+                f"Available basic cases: {sorted(available)}; "
+                f"available combinations: {sorted(combinations)}"
+            )
+
+    needed_combo_steps = {s for comps in combo_plan.values() for s in comps}
+    missing = sorted(needed_combo_steps - available)
+    if missing:
+        raise ValueError(
+            f"result combination(s) reference basic case(s) {missing} that are not "
+            f"stored in the SIN. Available basic cases: {sorted(available)}"
+        )
+    direct_set = set(direct)
+    needed_steps = sorted(direct_set | needed_combo_steps)
+
+    aux = extract.AuxRecords.from_sin(sin_path)
+    # Plate element -> (E, poisson), used to recover membrane stresses from nodal
+    # displacements when the SIN carries no element stresses (SESTRA ISEL4=-1).
+    material_by_element: dict[int, tuple[float, float]] = {
+        e: (p.material.E, p.material.poisson) for model in models for p in model.plates for e in p.element_ids
+    }
+
+    out: list[ResolvedCase] = []
+    total = len(direct) + len(combo_plan)
+    done = 0
+    accums: dict[int, dict] = {case: {} for case in combo_plan}
+    # Per-stiffener geometry is step-invariant; build it on the first case and
+    # reuse across all of them (the rotation bases / tributary topology dominate
+    # the per-case resolve when recomputed every time).
+    geom_cache: dict[tuple, _StiffGeom] = {}
+    # Line forces are only ever read for stiffener beam elements, so narrow the
+    # per-step RVFORCES decode to them — skips unpacking the whole model's
+    # forces on every step (the dominant SIN-read cost on a large model).
+    forces_elements = {int(e) for model in models for st in model.stiffeners for e in st.element_ids}
+    # Read the SIN once and reuse the (step-invariant) mesh across cases — on a
+    # multi-hundred-MB SIN re-opening + rebuilding the mesh per case dominates.
+    mesh = None
+    for step, res in iter_sin_step_results(sin_path, needed_steps, forces_elements=forces_elements):
+        if mesh is None:
+            mesh = res.mesh
+        # Accumulate this step into every combination that references it (before
+        # the direct resolve below caches per-block element indices on res).
+        for case, comps in combo_plan.items():
+            factor = comps.get(step)
+            if factor:
+                _superpose_into(accums[case], res.results, float(factor))
+        if step in direct_set:
+            out.extend(
+                _resolve_step(mesh, aux, models, step, res.results, material_by_element, geom_cache, log=done == 0)
+            )
+            done += 1
+            if on_progress is not None:
+                on_progress(done, total)
+
+    for case, comps in combo_plan.items():
+        combined = _accum_blocks(accums[case])
+        out.extend(_resolve_step(mesh, aux, models, case, combined, material_by_element, geom_cache, log=done == 0))
+        done += 1
+        if on_progress is not None:
+            on_progress(done, total)
+    return out
+
+
+# --------------------------------------------------------------------------- #
+# Calibration against Genie CriteriaResults
+# --------------------------------------------------------------------------- #
+@dataclass
+class VarResidual:
+    case: int
+    stiffener: str
+    variable: str
+    ours: float
+    genie: float
+
+    @property
+    def abs_delta(self) -> float:
+        return abs(self.ours - self.genie)
+
+    @property
+    def rel_delta(self) -> float:
+        return self.abs_delta / max(abs(self.genie), 1e-9)
+
+
+def calibration_report(
+    resolved: list[ResolvedCase],
+    genie_cases: list,
+    variables: tuple[str, ...] = ("SigmaYSd", "TauSd"),
+) -> list[VarResidual]:
+    """Compare our resolved scalars against Genie's, per (case, stiffener).
+
+    ``genie_cases`` items expose ``result_case``, ``stiffener`` and a
+    ``variables`` mapping (the shape ``codecheck.dnv_rp_c201.reference.genie`` emits).
+    """
+    index = {(c.result_case, c.stiffener): c for c in resolved}
+    residuals: list[VarResidual] = []
+    for g in genie_cases:
+        ours = index.get((int(g.result_case), g.stiffener))
+        if ours is None:
+            continue
+        for v in variables:
+            residuals.append(
+                VarResidual(
+                    int(g.result_case), g.stiffener, v, ours.variables.get(v, 0.0), float(g.variables.get(v, 0.0))
+                )
+            )
+    return residuals
diff --git a/src/ada/fem/formats/sesam/read/cards.py b/src/ada/fem/formats/sesam/read/cards.py
index 51ce48621..5b8ef8efe 100644
--- a/src/ada/fem/formats/sesam/read/cards.py
+++ b/src/ada/fem/formats/sesam/read/cards.py
@@ -66,6 +66,17 @@ def str_to_proper_types(split_str: str) -> list[float | str]:
         BaseTypes.TUBULAR,
         (("dy", "r"), ("t", "wt")),
     ),
+    "GLSEC": (
+        BaseTypes.ANGULAR,
+        (
+            ("hz", "h"),
+            ("ty", "t_w"),
+            ("by", "w_top"),
+            ("tz", "t_ftop"),
+            ("by", "w_btn"),
+            ("tz", "t_fbtn"),
+        ),
+    ),
 }
 MAT_MAP = {
     "MISOSEL": (
@@ -146,6 +157,7 @@ def str_to_proper_types(split_str: str) -> list[float | str]:
 GIORH = DataCard("GIORH", ("geono", "hz", "ty", "bt", "tt", "bb", "tb", "sfy", "sfz", "NLOBYT|", "NLOBYB|", "NLOBZ|"))
 GBOX = DataCard("GBOX", ("geono", "hz", "ty", "tb", "tt", "by", "sfy", "sfz"))
 GPIPE = DataCard("GPIPE", ("geono", "di", "dy", "t", "sfy", "sfz"))
+GLSEC = DataCard("GLSEC", ("geono", "hz", "ty", "by", "tz", "sfy", "sfz", "NLOBY|", "NLOBZ|"))
 # Generic beam properties — area + moments of inertia only, no
 # profile geometry. The streaming bake uses these to synthesise a
 # tubular approximation for elements that reference a sec_id with
@@ -263,6 +275,10 @@ def str_to_proper_types(split_str: str) -> list[float | str]:
     "RVNODREA", "nfield", "ires", "inod", "irrea|", "irboc|", "itrans|", "F1|", "F2|", "F3|", "F4|", "F5|", "F6|"
 )
 
+# Result-case combination definitions. ``bulk`` is ``nres`` triplets of
+# ``(component IRES, real factor, imag factor)`` — the combined result IRES
+# (``ires``) is a *factored superposition* of the listed basic result cases.
+RDRESCMB = DataCard("RDRESCMB", ["nfield", "ires", "complx", "nres", "bulk"])
 re_rdrescmb = get_ff_regex("RDRESCMB", "nfield", "ires", "complx", "nres", "bulk")
 
 TDRESREF = DataCard("TDRESREF", ("nfield", "ires", "codnam", "codtxt", "name"))
diff --git a/src/ada/fem/formats/sesam/read/read_sections.py b/src/ada/fem/formats/sesam/read/read_sections.py
index f49cff1b6..a032f2354 100644
--- a/src/ada/fem/formats/sesam/read/read_sections.py
+++ b/src/ada/fem/formats/sesam/read/read_sections.py
@@ -36,6 +36,7 @@ def get_sections(bulk_str, fem: FEM, mass_elem, spring_elem) -> FemSections:
         (get_isection(m, sect_names, fem) for m in cards.GIORH.to_ff_re().finditer(bulk_str)),
         (get_box_section(m, sect_names, fem) for m in cards.GBOX.to_ff_re().finditer(bulk_str)),
         (get_tubular_section(m, sect_names, fem) for m in cards.re_gpipe.finditer(bulk_str)),
+        (get_angular_section(m, sect_names, fem) for m in cards.GLSEC.to_ff_re().finditer(bulk_str)),
         (get_flatbar(m, sect_names, fem) for m in cards.re_gbarm.finditer(bulk_str)),
     )
 
@@ -90,6 +91,23 @@ def get_box_section(match, sect_names, fem) -> Section:
     )
 
 
+def get_angular_section(match, sect_names, fem) -> Section:
+    d = match.groupdict()
+    sec_id = str_to_int(d["geono"])
+    return Section(
+        name=sect_names[sec_id],
+        sec_id=sec_id,
+        sec_type=Section.TYPES.ANGULAR,
+        h=roundoff(d["hz"]),
+        w_top=roundoff(d["by"]),
+        w_btn=roundoff(d["by"]),
+        t_w=roundoff(d["ty"]),
+        t_ftop=roundoff(d["tz"]),
+        t_fbtn=roundoff(d["tz"]),
+        parent=fem.parent,
+    )
+
+
 def get_flatbar(match, sect_names, fem) -> Section:
     d = match.groupdict()
     sec_id = str_to_int(d["geono"])
diff --git a/src/ada/fem/formats/sesam/results/read_sif.py b/src/ada/fem/formats/sesam/results/read_sif.py
index 5142cc0a7..365a7a9f5 100644
--- a/src/ada/fem/formats/sesam/results/read_sif.py
+++ b/src/ada/fem/formats/sesam/results/read_sif.py
@@ -103,7 +103,7 @@
     # coverage was being silently dropped.
     cards.GBEAMG,
 ]
-SECTION_CARDS = [cards.GIORH, cards.GBOX, cards.GPIPE]
+SECTION_CARDS = [cards.GIORH, cards.GBOX, cards.GPIPE, cards.GLSEC]
 RESULT_CARDS = [
     cards.RVNODDIS,
     cards.RVSTRESS,
@@ -330,13 +330,16 @@ def get_sets(self):
         if member_map is None:
             return None
         set_map = self.get_tdsetnam_map()
-        istype_i, isorig_i = cards.GSETMEMB.get_indices_from_names(["ISTYPE", "ISORIG"])
         sets = dict()
-        for set_id, props in member_map.items():
-            eltype = props[istype_i]
-            set_type = "nset" if eltype == 1 else "elset"
+        for set_id, members_by_type in member_map.items():
             set_name = set_map[set_id][-1]
-            members = props[isorig_i:]
+            # A set may carry both node (ISTYPE 1) and element (ISTYPE 2) records;
+            # prefer the element membership (what element scoping needs) and fall
+            # back to nodes for a pure node set.
+            if members_by_type["elset"]:
+                set_type, members = "elset", members_by_type["elset"]
+            else:
+                set_type, members = "nset", members_by_type["nset"]
             sets[set_name] = FemSet(set_name, members, set_type=set_type)
         return sets
 
@@ -609,7 +612,20 @@ def get_gsetmemb(self):
         res = self._other.get(cards.GSETMEMB.name)
         if res is None:
             return None
-        return {int(x[1]): [int(i) for i in x] for x in res}
+        # A Sesam set with many members is written as several GSETMEMB records
+        # that share the same set id (ISREF) but continue the member list, and a
+        # single set may mix node records (ISTYPE 1) with element records
+        # (ISTYPE 2). Concatenate the member chunks per set and per type — keying
+        # by ISREF alone (last record wins) silently dropped most members. ISORIG
+        # is a header field, not a member; the members are the fields after it.
+        isref_i, istype_i, isorig_i = cards.GSETMEMB.get_indices_from_names(["ISREF", "ISTYPE", "ISORIG"])
+        merged: dict[int, dict[str, list[int]]] = {}
+        for x in res:
+            rec = [int(i) for i in x]
+            entry = merged.setdefault(rec[isref_i], {"nset": [], "elset": []})
+            key = "nset" if rec[istype_i] == 1 else "elset"
+            entry[key].extend(rec[isorig_i + 1 :])
+        return merged
 
     def get_rdresref(self):
         res = self.get_result(cards.RDRESREF.name)[0][1]
@@ -847,20 +863,23 @@ def get_field_line_data(self):
         nsp_i, eltyp_i = cards.RDPOINTS.get_indices_from_names(["nsp", "ieltyp"])
 
         rdpoints_map = self.sif.get_rdpoints_map()
-        # No element result-point geometry → no per-element force
-        # visualisation we can construct. Some eigen decks ship
-        # RDPOINTS as an empty type-block in every super-element;
-        # the nodal field path still works and is the primary bake
-        # output.
-        if not rdpoints_map:
-            return []
+        # RDPOINTS supplies the element type and result-point count, but it is
+        # only needed by the *shell* (stress) path. Some SINs (e.g. SESTRA
+        # "smart load combination" / force-only runs) ship no RDPOINTS at all
+        # yet still carry beam/line forces in RVFORCES. For line elements both
+        # pieces are recoverable without it — the element type from the mesh and
+        # the result-point count from the record length — so don't bail here.
+        rdforces_map = self.sif.get_rdforces_map()
+        elem_type_by_id = self._element_source_type_map() if not rdpoints_map else {}
 
         def keyfunc(x):
-            iielno = x[ielno_i]
-            rdpoints_res = rdpoints_map[iielno]
-            _nsp = int(rdpoints_res[nsp_i])
-            _elem_type = int(rdpoints_res[eltyp_i])
-            return x[ires_i], _nsp, _elem_type, x[irforc_i]
+            iielno = int(x[ielno_i])
+            rdpoints_res = rdpoints_map.get(iielno)
+            if rdpoints_res is not None:
+                return x[ires_i], int(rdpoints_res[nsp_i]), int(rdpoints_res[eltyp_i]), x[irforc_i]
+            ncomp = len(rdforces_map.get(int(x[irforc_i]), ())) or 1
+            nsp = (len(x) - (irforc_i + 1)) // ncomp
+            return x[ires_i], nsp, elem_type_by_id.get(iielno, -1), x[irforc_i]
 
         field_results = []
 
@@ -875,6 +894,20 @@ def keyfunc(x):
 
         return field_results
 
+    def _element_source_type_map(self) -> dict[int, int]:
+        """Map element id → Sesam source element type, from the converted mesh.
+
+        Fallback for the element type when RDPOINTS is absent (line-force path).
+        """
+        out: dict[int, int] = {}
+        if self.mesh is None:
+            return out
+        for block in self.mesh.elements:
+            source_type = int(block.elem_info.source_type)
+            for eid in block.identifiers:
+                out[int(eid)] = source_type
+        return out
+
     def _get_line_field_data(self, rv_forces, ires, irforc, elem_type, nsp) -> ElementFieldData:
         from ada.fem.results.common import ElementFieldData
 
@@ -908,9 +941,13 @@ def keyfunc(x):
 
         field_results = []
 
-        for (ires, nsp, elem_type, irstrs), rv_stresses in groupby(
-            sorted(sif.get_result(cards.RVSTRESS.name)[0][1][1:], key=keyfunc), key=keyfunc
-        ):
+        # Skip stress records whose element has no RDPOINTS entry — without the
+        # result-point definition there is no integration-point field to build.
+        # Real models occasionally carry such RVSTRESS rows; dropping them is
+        # safer than failing the whole read.
+        rv_rows = [x for x in sif.get_result(cards.RVSTRESS.name)[0][1][1:] if x[iielno_i] in rdpoints_map]
+
+        for (ires, nsp, elem_type, irstrs), rv_stresses in groupby(sorted(rv_rows, key=keyfunc), key=keyfunc):
             if elem_type not in (25, 24):
                 continue
 
diff --git a/src/ada/fem/formats/sesam/results/read_sin.py b/src/ada/fem/formats/sesam/results/read_sin.py
index 38cfae501..0a258eb0c 100644
--- a/src/ada/fem/formats/sesam/results/read_sin.py
+++ b/src/ada/fem/formats/sesam/results/read_sin.py
@@ -39,7 +39,7 @@
     cards.TDRESREF,
     cards.GBEAMG,
 )
-_SECTION_CARDS = (cards.GIORH, cards.GBOX, cards.GPIPE)
+_SECTION_CARDS = (cards.GIORH, cards.GBOX, cards.GPIPE, cards.GLSEC)
 _RESULT_CARDS = (
     cards.RVNODDIS,
     cards.RVSTRESS,
@@ -59,7 +59,7 @@
 _TEXT_CARDS = {"TDSECT", "TDSETNAM", "TDMATER", "TDRESREF"}
 
 
-def _records_for(sin: SinFile, card, *, step: int | None = None) -> list[list]:
+def _records_for(sin: SinFile, card, *, step: int | None = None, elements: set[int] | None = None) -> list[list]:
     """Pull every record of one type into the SifReader-compatible
     list shape.
 
@@ -93,8 +93,12 @@ def _records_for(sin: SinFile, card, *, step: int | None = None) -> list[list]:
     # Only RV* records carry IRES in their first data word — apply the
     # step filter just there.
     rec_filter = step if (step is not None and type_name in _RV_TYPE_NAMES) else None
+    # ``elements`` narrows RVFORCES to the records whose IELNO (second data
+    # word) the caller needs — the capacity resolve only reads line forces for
+    # stiffener beam elements, a tiny subset of the model.
+    elem_filter = elements if type_name == cards.RVFORCES.name else None
     out_num: list[list] = []
-    for rec in sin.iter_records(type_name, where_first_word=rec_filter):
+    for rec in sin.iter_records(type_name, where_first_word=rec_filter, where_second_word=elem_filter):
         # NFIELD is len(rec) + 1 (the count includes itself); +1 for
         # the implicit prefix word that SIN stores but iter_records
         # strips.
@@ -249,7 +253,8 @@ def _read_result_card(self, card, step):
             sh[0, : len(super_header)] = super_header
             rows = np.vstack((sh, arr)) if arr.shape[0] else sh
         else:
-            rows = _records_for(self.sin, card, step=step)
+            elements = getattr(self, "_forces_elements", None) if card.name == cards.RVFORCES.name else None
+            rows = _records_for(self.sin, card, step=step, elements=elements)
             rows = [super_header, *rows]
         # The card's record bytes are now copied into ``rows`` — drop the
         # mmap pages so the next (often equally large) RV* table doesn't
@@ -272,12 +277,27 @@ class SinMetadata:
     ``"RVSTRESS"``, ``"RVFORCES"``) — the GLB/picker layer maps them
     to display names. Values are sorted unique IRES (step / result-
     reference id) values seen in that type's records.
+
+    ``combinations`` maps a combination result IRES → ``{basic IRES:
+    factor}`` (read from RDRESCMB); ``result_names`` maps any result
+    IRES → its label (from TDRESREF). A combination IRES may *or may
+    not* also appear in ``field_steps`` — SESTRA "smart load
+    combinations" usually store only the basic cases, so combination
+    results must be reconstructed by superposing the basic fields.
     """
 
     types: list[str]
     node_count: int
     element_count: int
     field_steps: dict[str, list[int]]
+    combinations: dict[int, dict[int, float]] = None
+    result_names: dict[int, str] = None
+
+    def __post_init__(self) -> None:
+        if self.combinations is None:
+            self.combinations = {}
+        if self.result_names is None:
+            self.result_names = {}
 
     @property
     def steps(self) -> list[int]:
@@ -291,6 +311,62 @@ def steps(self) -> list[int]:
     def fields(self) -> list[str]:
         return list(self.field_steps.keys())
 
+    @property
+    def combination_ids(self) -> list[int]:
+        """All defined combination result IRES, sorted."""
+        return sorted(self.combinations)
+
+    @property
+    def selectable_cases(self) -> list[int]:
+        """Every result case a check can request: basic RV* steps plus any
+        defined combinations (which superpose those basic steps)."""
+        return sorted(set(self.steps) | set(self.combinations))
+
+
+def read_result_combinations(sin: SinFile) -> dict[int, dict[int, float]]:
+    """Read result-case combination definitions from a SIN.
+
+    Returns ``{combination IRES: {basic IRES: factor}}``. Each RDRESCMB
+    record is ``[ires, complx, nres, *triplets]`` where ``triplets`` is
+    ``nres`` groups of ``(component IRES, real factor, imag factor)``. The
+    imaginary factor is ignored (real-valued static combinations); zero
+    factors are dropped (the basic case contributes nothing and need not be
+    read). Component IRES reference basic result cases whose first RV* data
+    word (``ires``) equals them, so they double as the streaming step id.
+    """
+    if "RDRESCMB" not in sin.type_blocks:
+        return {}
+    out: dict[int, dict[int, float]] = {}
+    for rec in sin.iter_records("RDRESCMB"):
+        if len(rec) < 3:
+            continue
+        ires = int(round(rec[0]))
+        nres = int(round(rec[2]))
+        triplets = rec[3:]
+        comps: dict[int, float] = {}
+        for i in range(nres):
+            base = 3 * i
+            if base + 1 >= len(triplets):
+                break
+            basic = int(round(triplets[base]))
+            factor = float(triplets[base + 1])
+            if factor != 0.0:
+                comps[basic] = comps.get(basic, 0.0) + factor
+        out[ires] = comps
+    return out
+
+
+def read_result_names(sin: SinFile) -> dict[int, str]:
+    """Map result IRES → label from the SIN's TDRESREF text records."""
+    if "TDRESREF" not in sin.type_blocks:
+        return {}
+    out: dict[int, str] = {}
+    for prefix, text in sin.iter_text_records("TDRESREF"):
+        if not prefix or not text:
+            continue
+        out[int(round(prefix[0]))] = text
+    return out
+
 
 _RV_TYPE_NAMES = ("RVNODDIS", "RVSTRESS", "RVFORCES")
 
@@ -336,6 +412,8 @@ def read_sin_metadata(sin_file: str | pathlib.Path) -> SinMetadata:
             node_count=node_count,
             element_count=element_count,
             field_steps=field_steps,
+            combinations=read_result_combinations(sin),
+            result_names=read_result_names(sin),
         )
     finally:
         sin.close()
@@ -370,6 +448,27 @@ def read_sin_file(sin_file: str | pathlib.Path, *, step: int | None = None) -> "
     return s2m.convert(name_path)
 
 
+def iter_sin_step_results(sin_file: str | pathlib.Path, steps, *, forces_elements: set[int] | None = None):
+    """Yield ``(step, FEAResult)`` reading the SIN once and reusing the mesh.
+
+    On large multi-step SINs this is dramatically faster than calling
+    :func:`read_sin_file` per step: the file is opened and its type blocks
+    decoded **once**, the step-invariant static blocks and the mesh are read
+    **once**, and only each step's RV* tables are re-read. Each yielded
+    ``FEAResult`` shares the same cached :class:`~ada.fem.results.common.Mesh`
+    instance. No LIS/MLG enrichment (not needed for value extraction).
+
+    ``forces_elements``: when given, the per-step RVFORCES decode is narrowed to
+    these element ids (IELNO). The capacity resolve only reads line forces for
+    stiffener beam elements, so this skips decoding the whole model's forces
+    every step. Leave ``None`` (the bake / full-materialise paths) to read all.
+    """
+    sin = open_sin(sin_file)
+    with SinStreamReader(sin, forces_elements=forces_elements) as reader:
+        for step in steps:
+            yield int(step), reader._load_step(int(step))
+
+
 class SinStreamReader:
     """Memory-bounded ``FEAStreamReader`` for Sesam SIN.
 
@@ -391,7 +490,7 @@ class SinStreamReader:
     Accepts a :class:`SinFile` or any ``ByteSource`` (wrapped into one).
     """
 
-    def __init__(self, source) -> None:
+    def __init__(self, source, *, forces_elements: set[int] | None = None) -> None:
         from ada.fem.formats.sesam.results.sin_reader import SinFile
 
         self.sin = source if isinstance(source, SinFile) else SinFile(source=source)
@@ -399,6 +498,8 @@ def __init__(self, source) -> None:
         self._rep = None  # FEAResultStreamAdapter over the first step (geometry/specs/beams)
         self._mesh = None  # step-invariant Mesh, built once and reused across steps
         self._reader = None  # one SinReader; static blocks read once, RV* re-read per step
+        # Optional RVFORCES element-id narrowing for the capacity resolve path.
+        self._forces_elements = set(forces_elements) if forces_elements is not None else None
 
     # ── lifecycle ─────────────────────────────────────────────────────
     def close(self) -> None:
@@ -441,6 +542,7 @@ def _load_step(self, step: int, cards: "set[str] | None" = None):
         # RDPOINTS blocks once, then only re-read this step's RV* tables.
         if self._reader is None:
             self._reader = SinReader(sin=self.sin)
+            self._reader._forces_elements = self._forces_elements
             self._reader._load_static()
         reader = self._reader
         reader.load_step(int(step), cards=cards)
@@ -555,4 +657,12 @@ def try_groups(self):
         return None
 
 
-__all__ = ["SinMetadata", "SinReader", "SinStreamReader", "read_sin_file", "read_sin_metadata"]
+__all__ = [
+    "SinMetadata",
+    "SinReader",
+    "SinStreamReader",
+    "read_result_combinations",
+    "read_result_names",
+    "read_sin_file",
+    "read_sin_metadata",
+]
diff --git a/src/ada/fem/formats/sesam/results/sin_reader.py b/src/ada/fem/formats/sesam/results/sin_reader.py
index 6d272051b..ca4021218 100644
--- a/src/ada/fem/formats/sesam/results/sin_reader.py
+++ b/src/ada/fem/formats/sesam/results/sin_reader.py
@@ -43,9 +43,6 @@
 # path caused 15 GiB heap allocations on a 5 GB SIN and froze the
 # host machine.
 _MAX_RECORDS_PER_BLOCK = 50_000_000
-# Hard cap on individual dim values for the same reason. A single dim
-# > 10^8 is almost certainly a junk u32 read.
-_MAX_DIM_VALUE = 100_000_000
 # Upper bound on a single record's byte size. Real SIF records are
 # NFIELD words wide; even outliers like GELMNT1 with 20 node-ids cap
 # out at < 200 bytes. 4 KiB gives generous padding for variable-NFIELD
@@ -445,20 +442,19 @@ def _decode_type_block(source: ByteSource, preamble_off: int, next_preamble: int
         caps.append(_read_u32_slot(source, payload + (4 + 2 * d) * SLOT_STRIDE))
         dims.append(_read_u32_slot(source, payload + (4 + 2 * d + 1) * SLOT_STRIDE))
 
-    # Reject obvious-garbage dims before they balloon the pointer table.
-    # A junk u32 read can put 2^31 in a dim slot; allocating a list of
-    # 2 billion Python ints is what froze the host machine.
-    if any(d > _MAX_DIM_VALUE for d in dims):
-        raise ValueError(f"dim value > {_MAX_DIM_VALUE} in block {name!r}: {dims} — likely junk header")
-
     total_records = 1
     for d in dims:
         total_records *= d
-    if total_records > _MAX_RECORDS_PER_BLOCK:
-        raise ValueError(
-            f"block {name!r} dims {dims} → {total_records} records "
-            f"exceeds {_MAX_RECORDS_PER_BLOCK} cap — likely junk header"
-        )
+
+    # A dim slot can hold a junk / uninitialised value (e.g. a GSETMEMB ``cap``
+    # field of ~1e8 in some exports). Do NOT drop the block over that — the
+    # pointer table is authoritative: ``_read_pointer_table`` clamps the read to
+    # the file size and truncates at the first invalid pointer, so it finds the
+    # real record count regardless of the dim. Only cap the *requested* slot
+    # count so a 2-billion dim can't balloon the request before that clamp.
+    read_cap = total_records + 1
+    if read_cap <= 0 or read_cap > _MAX_RECORDS_PER_BLOCK:
+        read_cap = _MAX_RECORDS_PER_BLOCK
 
     # Stream the pointer table (each slot is 8 bytes, the value half in
     # the +4 word), validating + truncating at the real cutoff as it
@@ -476,7 +472,7 @@ def _decode_type_block(source: ByteSource, preamble_off: int, next_preamble: int
     # records live at slots[1..N]. dims=(N,) therefore needs N+1 slots,
     # otherwise the last record (id N) falls off the end — multi-super-
     # element files would lose one node/element per SE.
-    pointer_table = _read_pointer_table(source, pointer_table_offset, total_records + 1)
+    pointer_table = _read_pointer_table(source, pointer_table_offset, read_cap)
     total_records = int(pointer_table.size)
 
     records_start = pointer_table_offset + total_records * SLOT_STRIDE
@@ -964,7 +960,13 @@ def gather_records(self, name: str, *, where_first_word: int | None = None):
         out[:, 1:] = src.gather_f32(word_idx).reshape(nz.size, n_data)
         return out
 
-    def iter_records(self, name: str, *, where_first_word: int | None = None) -> Iterator[tuple[float, ...]]:
+    def iter_records(
+        self,
+        name: str,
+        *,
+        where_first_word: int | None = None,
+        where_second_word: set[int] | None = None,
+    ) -> Iterator[tuple[float, ...]]:
         """Yield one tuple of float32 values per populated record (the
         SIF "data" fields).
 
@@ -1010,6 +1012,12 @@ def iter_records(self, name: str, *, where_first_word: int | None = None) -> Ite
                 first = int(src.f32(data_byte))
                 if first != where_first_word:
                     continue
+            if where_second_word is not None:
+                # Same cheap pre-filter on the second data word (e.g. IELNO
+                # for RVFORCES) — skip records for elements the caller does
+                # not need before paying for the full per-record unpack.
+                if n_data < 2 or int(src.f32(data_byte + 4)) not in where_second_word:
+                    continue
             yield struct.unpack(f"<{n_data}f", src.read(data_byte, n_data * 4))
 
     def iter_text_records(self, name: str) -> Iterator[tuple[tuple[float, ...], str]]:
diff --git a/src/ada/fem/formats/sesam/write/write_bm_profiles.py b/src/ada/fem/formats/sesam/write/write_bm_profiles.py
index 95da1926e..5a4c60ea8 100644
--- a/src/ada/fem/formats/sesam/write/write_bm_profiles.py
+++ b/src/ada/fem/formats/sesam/write/write_bm_profiles.py
@@ -30,11 +30,13 @@ def z(v):
 
 def angular(sec: Section, sec_id) -> str:
     p = sec.properties
+    width = sec.w_top if sec.w_top is not None else sec.w_btn
+    thickness = sec.t_ftop if sec.t_ftop is not None else sec.t_fbtn
     return write_ff(
         "GLSEC",
         [
-            (sec_id, sec.h, sec.t_w, sec.w_btn),
-            (sec.t_fbtn, p.Sfy, p.Sfz, 1),
+            (sec_id, sec.h, sec.t_w, width),
+            (thickness, p.Sfy, p.Sfz, 1),
         ],
     )
 
diff --git a/src/ada/fem/results/artefacts.py b/src/ada/fem/results/artefacts.py
index fbbd68e10..0d0112783 100644
--- a/src/ada/fem/results/artefacts.py
+++ b/src/ada/fem/results/artefacts.py
@@ -1750,6 +1750,7 @@ def build_manifest(
     mesh_glb_filename: str,
     field_metas: list[FieldArtefactMeta],
     *,
+    source_sha256: str | None = None,
     elem_field_metas: list[ElementFieldArtefactMeta] | None = None,
     mesh_edges_filename: str | None = None,
     n_edges: int = 0,
@@ -1768,6 +1769,7 @@ def build_manifest(
     lineage: dict | None = None,
     fem_concepts: dict | None = None,
     groups: list[dict] | None = None,
+    capacity: dict | None = None,
     legacy_glb_url_template: str | None = None,
 ) -> dict:
     """Compose the manifest dict from the bake outputs.
@@ -1994,6 +1996,8 @@ def build_manifest(
         "mesh": mesh_meta,
         "fields": fields_payload,
     }
+    if source_sha256:
+        manifest["source_sha256"] = str(source_sha256)
     if history is not None and (history.regions or history.variables or history.series):
         manifest["history"] = build_history_payload(history)
     if lineage is not None and (lineage.get("assembly_guid") or lineage.get("groups")):
@@ -2008,6 +2012,8 @@ def build_manifest(
     # no ADA_EXT, so the frontend feeds these into useSceneInfoStore directly).
     if groups:
         manifest["groups"] = groups
+    if capacity:
+        manifest["capacity"] = capacity
     if legacy_glb_url_template is not None:
         manifest["legacy_glb"] = {"url_template": legacy_glb_url_template}
     return manifest
@@ -2291,6 +2297,7 @@ def bake_fea_artefacts_from_source(
     out_dir: os.PathLike,
     *,
     src_key: str = "",
+    source_sha256: str | None = None,
     legacy_glb_url_template: str | None = None,
 ) -> "BakeResult":
     """End-to-end bake from a source file path. Picks the right
@@ -2306,6 +2313,7 @@ def bake_fea_artefacts_from_source(
             reader,
             out_dir,
             src=src,
+            source_sha256=source_sha256,
             legacy_glb_url_template=legacy_glb_url_template,
         )
 
@@ -2323,9 +2331,11 @@ def bake_artefacts(
     out_dir: os.PathLike,
     *,
     src: str = "",
+    source_sha256: str | None = None,
     legacy_glb_url_template: str | None = None,
     nodal_only: bool = True,
     include_element_fields: bool = True,
+    capacity: dict | None = None,
     on_artefact: Callable[[pathlib.Path], None] | None = None,
 ) -> BakeResult:
     """Drive the streaming bake end-to-end.
@@ -2497,6 +2507,7 @@ def emit(path: pathlib.Path) -> None:
 
     manifest = build_manifest(
         src=src,
+        source_sha256=source_sha256,
         mesh_geom=geom,
         mesh_glb_filename=mesh_glb_path.name,
         field_metas=field_metas,
@@ -2518,6 +2529,7 @@ def emit(path: pathlib.Path) -> None:
         lineage=lineage,
         fem_concepts=fem_concepts,
         groups=groups,
+        capacity=capacity,
         legacy_glb_url_template=legacy_glb_url_template,
     )
     manifest_path = out_dir / "fea.manifest.json"
diff --git a/src/ada/visit/rendering/resources/index.zip b/src/ada/visit/rendering/resources/index.zip
index 03821ec74..686ab4734 100644
Binary files a/src/ada/visit/rendering/resources/index.zip and b/src/ada/visit/rendering/resources/index.zip differ
diff --git a/src/frontend/package-lock.json b/src/frontend/package-lock.json
index a96371296..718519267 100644
--- a/src/frontend/package-lock.json
+++ b/src/frontend/package-lock.json
@@ -1,12 +1,12 @@
 {
   "name": "ada-py-viewer",
-  "version": "0.25.0",
+  "version": "0.28.0",
   "lockfileVersion": 3,
   "requires": true,
   "packages": {
     "": {
       "name": "ada-py-viewer",
-      "version": "0.25.0",
+      "version": "0.28.0",
       "dependencies": {
         "meshoptimizer": "^1.1.1"
       },
@@ -360,6 +360,40 @@
       "dev": true,
       "license": "Apache-2.0"
     },
+    "node_modules/@emnapi/core": {
+      "version": "1.11.1",
+      "resolved": "https://registry.npmjs.org/@emnapi/core/-/core-1.11.1.tgz",
+      "integrity": "sha512-RSvbQmHzdKzNsLYa/wHrbc3KN4sYLKAdPZxqiM2HATqv/SBk2/ENSHpvXGaLOMcsAyz0poEGqkmmKYG3OWiJEQ==",
+      "dev": true,
+      "license": "MIT",
+      "optional": true,
+      "dependencies": {
+        "@emnapi/wasi-threads": "1.2.2",
+        "tslib": "^2.4.0"
+      }
+    },
+    "node_modules/@emnapi/runtime": {
+      "version": "1.11.1",
+      "resolved": "https://registry.npmjs.org/@emnapi/runtime/-/runtime-1.11.1.tgz",
+      "integrity": "sha512-vgj7R3y3Wgx24IQaGPA/R6YFXLHVMOZ0uVEyIQPaWs+rd1AzfEMXlAC22FYwO1XkKR6NPsq7mUandH8oIRdZFw==",
+      "dev": true,
+      "license": "MIT",
+      "optional": true,
+      "dependencies": {
+        "tslib": "^2.4.0"
+      }
+    },
+    "node_modules/@emnapi/wasi-threads": {
+      "version": "1.2.2",
+      "resolved": "https://registry.npmjs.org/@emnapi/wasi-threads/-/wasi-threads-1.2.2.tgz",
+      "integrity": "sha512-c95qOXkHdydNKhscBTebqEC1CVAZpyqOfVfBzQ1qgzyl3gfeldUjIggDbIZgDKsHLgnsM+igH7TJ/eAasaVuMA==",
+      "dev": true,
+      "license": "MIT",
+      "optional": true,
+      "dependencies": {
+        "tslib": "^2.4.0"
+      }
+    },
     "node_modules/@esbuild/aix-ppc64": {
       "version": "0.28.1",
       "resolved": "https://registry.npmjs.org/@esbuild/aix-ppc64/-/aix-ppc64-0.28.1.tgz",
@@ -1536,27 +1570,6 @@
         "node": ">=14.0.0"
       }
     },
-    "node_modules/@tailwindcss/oxide-wasm32-wasi/node_modules/@emnapi/core": {
-      "version": "1.10.0",
-      "dev": true,
-      "inBundle": true,
-      "license": "MIT",
-      "optional": true,
-      "dependencies": {
-        "@emnapi/wasi-threads": "1.2.1",
-        "tslib": "^2.4.0"
-      }
-    },
-    "node_modules/@tailwindcss/oxide-wasm32-wasi/node_modules/@emnapi/runtime": {
-      "version": "1.10.0",
-      "dev": true,
-      "inBundle": true,
-      "license": "MIT",
-      "optional": true,
-      "dependencies": {
-        "tslib": "^2.4.0"
-      }
-    },
     "node_modules/@tailwindcss/oxide-wasm32-wasi/node_modules/@emnapi/wasi-threads": {
       "version": "1.2.1",
       "dev": true,
diff --git a/src/frontend/package.json b/src/frontend/package.json
index 03384a2e2..004a86369 100644
--- a/src/frontend/package.json
+++ b/src/frontend/package.json
@@ -14,7 +14,7 @@
     "build:serve": "vite build --config vite.config.serve.ts --emptyOutDir",
     "build:embed": "vite build --config vite.config.embed.ts",
     "dev": "vite --force",
-    "test": "node --import tsx --test src/__tests__/services/wasmSupport.test.ts src/__tests__/services/feaManifestPoll.test.ts src/__tests__/services/feaFieldBlob.test.ts src/__tests__/services/feaElemFieldBlob.test.ts src/__tests__/services/feaMeshEdges.test.ts src/__tests__/services/feaMeshElements.test.ts src/__tests__/services/feaBeamSolidsWarp.test.ts src/__tests__/utils/edgeShaderHelper.test.ts src/__tests__/utils/rangeIndex.test.ts src/__tests__/utils/customBatchedMeshHighlight.test.ts"
+    "test": "node --import tsx --test src/__tests__/services/wasmSupport.test.ts src/__tests__/services/feaManifestPoll.test.ts src/__tests__/services/feaFieldBlob.test.ts src/__tests__/services/feaElemFieldBlob.test.ts src/__tests__/services/feaMeshEdges.test.ts src/__tests__/services/feaMeshElements.test.ts src/__tests__/services/feaBeamSolidsWarp.test.ts src/__tests__/services/capacityResults.test.ts src/__tests__/services/codecheckCase.test.ts src/__tests__/state/capacityResultsStore.test.ts src/__tests__/components/capacityResultsPanel.test.ts src/__tests__/utils/edgeShaderHelper.test.ts src/__tests__/utils/rangeIndex.test.ts src/__tests__/utils/customBatchedMeshHighlight.test.ts"
   },
   "devDependencies": {
     "@tailwindcss/postcss": "^4.3.0",
diff --git a/src/frontend/src/__tests__/components/capacityResultsPanel.test.ts b/src/frontend/src/__tests__/components/capacityResultsPanel.test.ts
new file mode 100644
index 000000000..4ffafee3a
--- /dev/null
+++ b/src/frontend/src/__tests__/components/capacityResultsPanel.test.ts
@@ -0,0 +1,125 @@
+import { describe, it } from "node:test";
+import assert from "node:assert/strict";
+import React from "react";
+import { renderToStaticMarkup } from "react-dom/server";
+
+import CapacityResultsPanel from "../../components/capacity/CapacityResultsPanel";
+import type {
+  CapacityCaseResult,
+  CapacityRun,
+} from "../../state/capacityResultsStore";
+
+const ROW: CapacityCaseResult = {
+  id: "row-1",
+  case_id: "case-1",
+  case_label: "Case 1",
+  capacity_model_id: "model-1",
+  panel_group: "panelGroup(A)",
+  stiffener: "Stiffener_A",
+  governing_usage: 0.92,
+  governing_check: "Plate buckling",
+  governing_clause: "6.4",
+  passed: true,
+  checks: [
+    {
+      id: "plate",
+      label: "Plate buckling",
+      clause: "6.4",
+      equations: ["(6.10)"],
+      usage: 0.92,
+      passed: true,
+      demand: 10,
+      resistance: 20,
+      unit: "kN",
+      intermediates: {
+        lambda_p: 0.456,
+        method: "SCM2",
+      },
+      assumptions: ["Continuous stiffener"],
+    },
+    {
+      id: "advisory",
+      label: "Advisory review",
+      clause: "6.4.3",
+      equations: ["(6.17)"],
+      usage: 0.2,
+      passed: true,
+      advisory: true,
+      warnings: ["Mesh density should be reviewed."],
+    },
+    {
+      id: "failed-advisory",
+      label: "Failed advisory review",
+      clause: "8.1",
+      equations: ["(8.2)"],
+      usage: 1.2,
+      passed: false,
+      advisory: true,
+    },
+  ],
+};
+
+const RUN: CapacityRun = {
+  id: "run-1",
+  result_cases: [{ id: "case-1" }],
+  capacity_models: [],
+  check_catalog: [],
+  case_results: [ROW],
+  visual_fields: [],
+};
+
+describe("CapacityResultsPanel", () => {
+  it("renders a single collapsible checks section with formula references and details", () => {
+    const html = renderToStaticMarkup(
+      React.createElement(CapacityResultsPanel, {
+        run: RUN,
+        row: ROW,
+        onClose: () => undefined,
+      }),
+    );
+
+    assert.match(html, /Governing UF/);
+    assert.match(html, /0\.920/);
+    assert.match(html, /OK/);
+    assert.equal(html.match(/>Checks</g)?.length, 1);
+    assert.doesNotMatch(html, /Detailed calculation trace/);
+    assert.equal(html.match(/<details/g)?.length, 3);
+    assert.match(html, /<details open=""/);
+    assert.match(html, /DNV-RP-C201 6\.4 \(6\.10\)/);
+    assert.match(html, /DNV-RP-C201 6\.4\.3 \(6\.17\)/);
+    assert.match(html, /Intermediate values/);
+    assert.match(html, /Lambda P/);
+    assert.match(html, /0\.456/);
+    assert.match(html, /Demand/);
+    assert.match(html, /10\.000 kN/);
+    assert.match(html, /Resistance/);
+    assert.match(html, /20\.000 kN/);
+    assert.match(html, /ADVISORY/);
+    assert.match(html, /Failed advisory review/);
+    assert.match(html, /border-red-500\/50 bg-red-900\/50 text-red-200/);
+  });
+
+  it("renders an errored check as a failed result with its cause", () => {
+    const errorRow: CapacityCaseResult = {
+      ...ROW,
+      governing_usage: null,
+      governing_check: "error",
+      governing_clause: null,
+      passed: false,
+      error: "FormulaDomainError: [6.21] invalid C_ys radicand",
+      checks: [],
+    };
+    const html = renderToStaticMarkup(
+      React.createElement(CapacityResultsPanel, {
+        run: RUN,
+        row: errorRow,
+        onClose: () => undefined,
+      }),
+    );
+
+    assert.match(html, /ERROR/);
+    assert.match(html, /Evaluation error/);
+    assert.match(html, /FormulaDomainError: \[6\.21\] invalid C_ys radicand/);
+    assert.match(html, /The check could not be evaluated/);
+  });
+});
diff --git a/src/frontend/src/__tests__/services/capacityResults.test.ts b/src/frontend/src/__tests__/services/capacityResults.test.ts
new file mode 100644
index 000000000..437fd938e
--- /dev/null
+++ b/src/frontend/src/__tests__/services/capacityResults.test.ts
@@ -0,0 +1,71 @@
+import {describe, it} from "node:test";
+import assert from "node:assert/strict";
+
+import {
+    CAPACITY_RESULTS_FORMAT,
+    CAPACITY_RESULTS_VERSION,
+    validateCapacityResults,
+} from "../../services/capacityResults";
+import type {CapacityResults} from "../../state/capacityResultsStore";
+import type {FeaManifest} from "../../services/viewerApi";
+
+function payload(overrides: Partial<CapacityResults> = {}): CapacityResults {
+    return {
+        format: CAPACITY_RESULTS_FORMAT,
+        version: CAPACITY_RESULTS_VERSION,
+        source: {
+            sin_name: "model.SIN",
+            sin_sha256: "abc123",
+        },
+        runs: [
+            {
+                id: "run-001",
+                result_cases: [{id: "10"}],
+                capacity_models: [
+                    {
+                        id: "model-1",
+                        panel_group: "panel",
+                        type: "stiffened_panel",
+                        element_ids: {all: [101]},
+                    },
+                ],
+                case_results: [],
+                visual_fields: [],
+            },
+        ],
+        ...overrides,
+    };
+}
+
+describe("validateCapacityResults", () => {
+    it("accepts the current capacity sidecar version", () => {
+        assert.doesNotThrow(() => validateCapacityResults(payload()));
+    });
+
+    it("rejects unsupported versions", () => {
+        assert.throws(
+            () => validateCapacityResults(payload({version: 1})),
+            /unsupported capacity results version 1/,
+        );
+    });
+
+    it("rejects sidecars without runs", () => {
+        assert.throws(
+            () => validateCapacityResults(payload({runs: []})),
+            /capacity results contain no runs/,
+        );
+    });
+
+    it("rejects stale sidecars when the manifest and sidecar hashes disagree", () => {
+        const manifest = {source_sha256: "def456"} as FeaManifest;
+        assert.throws(
+            () => validateCapacityResults(payload(), {manifest}),
+            /capacity results are stale/,
+        );
+    });
+
+    it("does not require hashes on legacy manifests or sidecars", () => {
+        const manifest = {} as FeaManifest;
+        assert.doesNotThrow(() => validateCapacityResults(payload({source: {sin_name: "model.SIN"}}), {manifest}));
+    });
+});
diff --git a/src/frontend/src/__tests__/services/codecheckCase.test.ts b/src/frontend/src/__tests__/services/codecheckCase.test.ts
new file mode 100644
index 000000000..8598fd9aa
--- /dev/null
+++ b/src/frontend/src/__tests__/services/codecheckCase.test.ts
@@ -0,0 +1,23 @@
+import assert from "node:assert/strict";
+import { describe, it } from "node:test";
+
+import { buildCodecheckCasePayload } from "../../services/codecheckCase";
+
+describe("codecheck case export", () => {
+  it("emits the standard-aware case envelope without changing values", () => {
+    const values = { fy: 355, sigma_x: 120 };
+    const payload = buildCodecheckCasePayload({
+      name: "panel case",
+      check_id: "fe_stiffened",
+      capacity_model_id: "panel-1",
+      case_id: "case-10",
+      values,
+    });
+
+    assert.equal(payload.schema, "codecheck/case@1");
+    assert.equal(payload.standard_id, "dnv-rp-c201");
+    assert.equal(payload.check_id, "fe_stiffened");
+    assert.equal(payload.source, "adapy-capacity-viewer");
+    assert.deepEqual(payload.values, values);
+  });
+});
diff --git a/src/frontend/src/__tests__/state/capacityResultsStore.test.ts b/src/frontend/src/__tests__/state/capacityResultsStore.test.ts
new file mode 100644
index 000000000..0d578002e
--- /dev/null
+++ b/src/frontend/src/__tests__/state/capacityResultsStore.test.ts
@@ -0,0 +1,143 @@
+import { beforeEach, describe, it } from "node:test";
+import assert from "node:assert/strict";
+
+import {
+  useCapacityResultsStore,
+  type CapacityResults,
+} from "../../state/capacityResultsStore";
+import type { CapacityManifest } from "../../services/viewerApi";
+
+const MANIFEST: CapacityManifest = {
+  version: 1,
+  results_url: "capacity.results.json",
+  default_run_id: "run-b",
+};
+
+const RESULTS: CapacityResults = {
+  format: "dnv-rp-c201-capacity-results",
+  version: 1,
+  runs: [
+    {
+      id: "run-a",
+      result_cases: [{ id: "1" }],
+      capacity_models: [],
+      case_results: [],
+      visual_fields: [],
+    },
+    {
+      id: "run-b",
+      result_cases: [{ id: "7" }, { id: "8" }],
+      capacity_models: [],
+      case_results: [
+        {
+          id: "row-1",
+          case_id: "7",
+          capacity_model_id: "model-1",
+          panel_group: "panel",
+          governing_usage: 0.5,
+          passed: true,
+          checks: [
+            {
+              id: "plate",
+              label: "Plate buckling",
+              usage: 0.5,
+              passed: true,
+              intermediates: {
+                lambda_p: 0.42,
+                method: "SCM2",
+              },
+            },
+          ],
+        },
+      ],
+      visual_fields: [],
+    },
+  ],
+};
+
+describe("capacityResultsStore", () => {
+  beforeEach(() => {
+    useCapacityResultsStore.getState().clear();
+  });
+
+  it("uses manifest.default_run_id and the first case as active state", () => {
+    useCapacityResultsStore
+      .getState()
+      .setCapacityData(
+        MANIFEST,
+        { sourceName: "model.SIN", resultsUrl: "capacity.results.json" },
+        RESULTS,
+      );
+
+    const state = useCapacityResultsStore.getState();
+    assert.equal(state.activeRunId, "run-b");
+    assert.equal(state.activeCaseId, "7");
+    assert.equal(state.activeMetricId, "capacity.uf.governing");
+    assert.equal(state.selectedResultId, null);
+    assert.equal(state.error, null);
+    assert.equal(state.loading, false);
+  });
+
+  it("clears selected model when run or case changes", () => {
+    useCapacityResultsStore
+      .getState()
+      .setCapacityData(
+        MANIFEST,
+        { sourceName: "model.SIN", resultsUrl: "capacity.results.json" },
+        RESULTS,
+      );
+    useCapacityResultsStore
+      .getState()
+      .setSelectedCapacityResult("panel-1", "row-1");
+
+    useCapacityResultsStore.getState().setActiveCaseId("8");
+    assert.equal(useCapacityResultsStore.getState().selectedModelId, null);
+    assert.equal(useCapacityResultsStore.getState().selectedResultId, null);
+
+    useCapacityResultsStore
+      .getState()
+      .setSelectedCapacityResult("panel-2", "row-2");
+    useCapacityResultsStore.getState().setActiveRunId("run-a");
+    assert.equal(useCapacityResultsStore.getState().selectedModelId, null);
+    assert.equal(useCapacityResultsStore.getState().selectedResultId, null);
+  });
+
+  it("clear resets optional filters and loaded data", () => {
+    useCapacityResultsStore
+      .getState()
+      .setCapacityData(
+        MANIFEST,
+        { sourceName: "model.SIN", resultsUrl: "capacity.results.json" },
+        RESULTS,
+      );
+    useCapacityResultsStore.getState().setFailedOnly(true);
+    useCapacityResultsStore.getState().setError("bad sidecar");
+
+    useCapacityResultsStore.getState().clear();
+
+    const state = useCapacityResultsStore.getState();
+    assert.equal(state.results, null);
+    assert.equal(state.source, null);
+    assert.equal(state.selectedResultId, null);
+    assert.equal(state.failedOnly, false);
+    assert.equal(state.error, null);
+  });
+
+  it("preserves per-check intermediate values from the sidecar", () => {
+    useCapacityResultsStore
+      .getState()
+      .setCapacityData(
+        MANIFEST,
+        { sourceName: "model.SIN", resultsUrl: "capacity.results.json" },
+        RESULTS,
+      );
+
+    const check =
+      useCapacityResultsStore.getState().results!.runs[1].case_results[0]
+        .checks[0];
+    assert.deepEqual(check.intermediates, {
+      lambda_p: 0.42,
+      method: "SCM2",
+    });
+  });
+});
diff --git a/src/frontend/src/app.css b/src/frontend/src/app.css
index ff67b4272..8ea830391 100644
--- a/src/frontend/src/app.css
+++ b/src/frontend/src/app.css
@@ -81,4 +81,20 @@ body {
     -webkit-box-shadow: inset 0 0 6px rgba(0, 0, 0, 0.3);
     box-shadow: inset 0 0 6px rgba(0, 0, 0, 0.3);
     outline: 1px solid rgb(17, 17, 17);
-}
\ No newline at end of file
+}
+
+/* Genie "UfTot" discrete UF bands (no fade) over a 0..1.2 bar: thresholds at
+   0.2/0.4/0.6/0.8/1.0 -> 16.67/33.33/50/66.67/83.33%. Matches
+   .local/reference/genie_uf_color_scheme/genie_uf_color_scheme.png and the
+   3D overlay's capacityUfColor. */
+.capacity-uf-gradient {
+    background: linear-gradient(
+        90deg,
+        #00beff 0%, #00beff 16.6667%,
+        #00ffff 16.6667%, #00ffff 33.3333%,
+        #007f00 33.3333%, #007f00 50%,
+        #ffff00 50%, #ffff00 66.6667%,
+        #ffa400 66.6667%, #ffa400 83.3333%,
+        #ff0000 83.3333%, #ff0000 100%
+    );
+}
diff --git a/src/frontend/src/components/capacity/CapacityControls.tsx b/src/frontend/src/components/capacity/CapacityControls.tsx
new file mode 100644
index 000000000..88695547d
--- /dev/null
+++ b/src/frontend/src/components/capacity/CapacityControls.tsx
@@ -0,0 +1,2018 @@
+import React, { useEffect, useMemo, useRef, useState } from "react";
+import { createPortal } from "react-dom";
+
+import CapacityResultsPanel from "@/components/capacity/CapacityResultsPanel";
+import { buildCodecheckCasePayload } from "@/services/codecheckCase";
+import {
+  CAPACITY_FLOATING_PANEL_RIGHT_PX,
+  CAPACITY_INPUT_RIGHT_WITH_RESULTS_PX,
+  caseLabelForRow,
+  caseResultKey,
+  formatUf,
+  formulaReference,
+  modeButton,
+  shortName,
+  ufClass,
+  type CapacityCaseResultLike,
+  type CapacityRunLike,
+  type CapacityVisualFieldLike,
+} from "@/components/capacity/capacityFormat";
+import {
+  useCapacityResultsStore,
+  WORST_CASE_ID,
+} from "@/state/capacityResultsStore";
+import { useObjectInfoStore } from "@/state/objectInfoStore";
+import {
+  applyCapacityDefinitionView,
+  applyCapacityGirderLineUf,
+  applyCapacityIsolation,
+  applyCapacityIndividualField,
+  applyCapacitySelectionHighlight,
+  applyCapacityStations,
+  clearCapacityDefinitionView,
+  clearCapacityIsolation,
+  clearCapacityStations,
+  clearCapacityVisualField,
+  loadCapacityCaseDetail,
+  loadCapacityProvenance,
+  loadCapacityWorstSummary,
+  setFeaWireframeVisible,
+} from "@/utils/scene/handlers/load_fea_streaming";
+
+// Per-position marker colours (positions 1/2/3). Keep in sync with
+// load_fea_streaming CAPACITY_STATION_COLORS.
+const STATION_COLORS = ["#38bdf8", "#fbbf24", "#fb7185"];
+
+const CapacityControls: React.FC = () => {
+  const {
+    results,
+    activeRunId,
+    activeCaseId,
+    showDefinitions,
+    showResults,
+    isolateDefinitions,
+    showRestWireframe,
+    activeMetricId,
+    selectedModelId,
+    selectedResultId,
+    failedOnly,
+    loading,
+    error,
+    caseDetail,
+    caseDetailLoading,
+    worstCaseIds,
+    worstSummary,
+    worstSummaryLoading,
+    toggleWorstCase,
+    setWorstCaseIds,
+    setActiveRunId,
+    setActiveCaseId,
+    setShowDefinitions,
+    setShowResults,
+    setIsolateDefinitions,
+    setShowRestWireframe,
+    setActiveMetricId,
+    setSelectedModelId,
+    setSelectedCapacityResult,
+    setFailedOnly,
+  } = useCapacityResultsStore();
+  const pickedName = useObjectInfoStore((s) => s.name);
+  const pickedFaceIndex = useObjectInfoStore((s) => s.faceIndex);
+  const pickedFileName = useObjectInfoStore((s) => s.fileName);
+  const pickedClick = useObjectInfoStore((s) => s.clickCoordinate);
+  const lastHandledPickKeyRef = useRef<string | null>(null);
+  const lastHandledClickRef = useRef<object | null>(null);
+  const [showInputs, setShowInputs] = useState(false);
+  const [showResultsPanel, setShowResultsPanel] = useState(false);
+  const [showStations, setShowStations] = useState(false);
+
+  const run = useMemo(() => {
+    if (!results?.runs?.length) return null;
+    return results.runs.find((r) => r.id === activeRunId) ?? results.runs[0];
+  }, [results, activeRunId]);
+
+  // v6: the active case's verbose rows are lazy-loaded into caseDetail; legacy
+  // (<=v5) sidecars inline them on the run, so fall back to that.
+  const activeRows = useMemo(() => {
+    if (!run || !activeCaseId) return [];
+    return (
+      caseDetail[activeCaseId] ??
+      run.case_results.filter((row) => row.case_id === activeCaseId)
+    );
+  }, [run, activeCaseId, caseDetail]);
+
+  // Fetch the active case's detail on demand (v6 per-case files).
+  useEffect(() => {
+    if (!run?.case_detail || !activeCaseId) return;
+    if (activeCaseId === WORST_CASE_ID) return; // not a real case file
+    if (caseDetail[activeCaseId] || caseDetailLoading[activeCaseId]) return;
+    void loadCapacityCaseDetail(activeCaseId);
+  }, [run, activeCaseId, caseDetail, caseDetailLoading]);
+
+  const isWorst = activeCaseId === WORST_CASE_ID;
+
+  // Load the compact worst summary when the worst view is first opened.
+  useEffect(() => {
+    if (!isWorst || !run?.worst_summary_url) return;
+    if (worstSummary || worstSummaryLoading) return;
+    void loadCapacityWorstSummary();
+  }, [isWorst, run, worstSummary, worstSummaryLoading]);
+
+  // Worst over the selected case subset: per (model, stiffener), the max UF and
+  // the case it came from. Shaped like a normal row so the table reuses it.
+  const worstRows = useMemo(() => {
+    if (!run || !isWorst || !worstSummary) return [];
+    const selected = worstCaseIds;
+    const best = new Map<string, CapacityCaseResultLike & { worstCaseLabel: string }>();
+    for (const caseId of selected) {
+      const bucket = worstSummary.cases[caseId];
+      if (!bucket) continue;
+      for (const lr of bucket.rows) {
+        const key = `${lr.m}::${lr.s ?? lr.pg}`;
+        const prev = best.get(key);
+        const errorWins = !!lr.e && !prev?.error;
+        const sameStatusAndHigherUf =
+          !!lr.e === !!prev?.error &&
+          (lr.u ?? -Infinity) > (prev?.governing_usage ?? -Infinity);
+        if (!prev || errorWins || sameStatusAndHigherUf) {
+          best.set(key, {
+            id: key,
+            case_id: caseId,
+            capacity_model_id: lr.m,
+            panel_group: lr.pg,
+            stiffener: lr.s ?? undefined,
+            governing_usage: lr.u,
+            passed: lr.p,
+            governing_check: lr.e ? "error" : lr.c ?? null,
+            governing_clause: lr.cl ?? null,
+            error: lr.e ?? null,
+            checks: [],
+            worstCaseLabel: bucket.label ?? caseId,
+          });
+        }
+      }
+    }
+    let arr = [...best.values()];
+    if (failedOnly) arr = arr.filter((r) => !r.passed);
+    return arr.sort((a, b) => capacityRowScore(b) - capacityRowScore(a));
+  }, [run, isWorst, worstSummary, worstCaseIds, failedOnly]);
+
+  const rows = useMemo(() => {
+    if (isWorst) return worstRows;
+    if (!activeCaseId) return [];
+    return activeRows
+      .filter((row) => !failedOnly || !row.passed)
+      .slice()
+      .sort((a, b) => capacityRowScore(b) - capacityRowScore(a));
+  }, [isWorst, worstRows, activeRows, activeCaseId, failedOnly]);
+
+  const selectedRow = useMemo(() => {
+    if (!run || !activeCaseId) return null;
+    if (selectedResultId) {
+      const resultMatch = activeRows.find(
+        (row) => caseResultKey(row) === selectedResultId,
+      );
+      if (resultMatch) return resultMatch;
+    }
+    if (!selectedModelId) return null;
+    return (
+      activeRows
+        .filter((row) => row.capacity_model_id === selectedModelId)
+        .sort((a, b) => capacityRowScore(b) - capacityRowScore(a))[0] ?? null
+    );
+  }, [run, activeRows, selectedModelId, selectedResultId, activeCaseId]);
+
+  const meshWarningCount = useMemo(() => {
+    if (!run) return 0;
+    let bad = 0;
+    for (const model of run.capacity_models) {
+      const stiffeners = (model.stiffeners ?? []) as Array<
+        Record<string, unknown>
+      >;
+      const violates = stiffeners.some(
+        (s) => (s.discretization as { ok?: boolean } | undefined)?.ok === false,
+      );
+      if (violates) bad += 1;
+    }
+    return bad;
+  }, [run]);
+
+  useEffect(() => {
+    if (!run) return;
+    if (showDefinitions) {
+      applyCapacityDefinitionView();
+    } else {
+      clearCapacityDefinitionView();
+    }
+    if (showResults && activeCaseId) {
+      // Always colour per stiffener strip ("individual UF"): each stiffener's
+      // own line + tributary plate carries that stiffener's UF for the active
+      // metric. The worst view colours by the worst-over-selected-cases UF; a
+      // specific case uses that case's rows. Girder models colour only the
+      // dedicated thick dashed girder line, never the supporting plate faces.
+      const rows = isWorst ? worstRows : activeRows;
+      applyCapacityIndividualField(
+        buildIndividualUfValues(rows, run, activeMetricId),
+      );
+      applyCapacityGirderLineUf(buildGirderUfMap(rows, run, activeMetricId));
+    } else {
+      clearCapacityVisualField();
+      applyCapacityGirderLineUf(null);
+    }
+    applyCapacitySelectionHighlight();
+  }, [
+    run,
+    activeRows,
+    worstRows,
+    activeCaseId,
+    activeMetricId,
+    showDefinitions,
+    showResults,
+    selectedModelId,
+    selectedRow,
+    // Re-run so the colour overlay rebuilds (collapsing / restoring the
+    // non-capacity faces) when "Only definitions" toggles.
+    isolateDefinitions,
+    // Recolour the worst view when the selected case subset changes.
+    isWorst,
+    worstCaseIds,
+  ]);
+
+  useEffect(() => {
+    if (!run) return;
+    if (isolateDefinitions) {
+      applyCapacityIsolation();
+    } else {
+      clearCapacityIsolation();
+    }
+  }, [run, isolateDefinitions]);
+
+  // The whole-model wireframe is shown normally, but "Only definitions" hides it
+  // (so only the capacity models remain) unless the user opts back in via
+  // "Show rest as wireframe".
+  useEffect(() => {
+    setFeaWireframeVisible(!isolateDefinitions || showRestWireframe);
+  }, [run, isolateDefinitions, showRestWireframe]);
+
+  useEffect(() => {
+    if (showInputs && showStations && selectedRow) {
+      const model = run?.capacity_models.find(
+        (m) => m.id === selectedRow.capacity_model_id,
+      );
+      const stiffeners = (model?.stiffeners ?? []) as Array<
+        Record<string, unknown>
+      >;
+      const stiff = stiffeners.find((s) => s.name === selectedRow.stiffener);
+      applyCapacityStations(
+        (stiff?.stations as number[][] | undefined) ?? null,
+      );
+    } else {
+      clearCapacityStations();
+    }
+  }, [run, selectedRow, showInputs, showStations]);
+
+  useEffect(() => {
+    if (!selectedRow) {
+      setShowResultsPanel(false);
+    }
+  }, [selectedRow]);
+
+  useEffect(() => {
+    const pickKey = pickedName
+      ? `${pickedFileName ?? ""}:${pickedName}:${pickedFaceIndex ?? ""}`
+      : null;
+    if (!pickKey) {
+      lastHandledPickKeyRef.current = null;
+      lastHandledClickRef.current = null;
+      return;
+    }
+    // Each 3D click stores a fresh clickCoordinate object, so a repeat click on
+    // the same face re-enters here (to drill into the individual strip below);
+    // effect re-runs from unrelated deps (same click object) stay deduped.
+    if (
+      lastHandledPickKeyRef.current === pickKey &&
+      lastHandledClickRef.current === pickedClick
+    )
+      return;
+    lastHandledPickKeyRef.current = pickKey;
+    lastHandledClickRef.current = pickedClick;
+    if (!run || !pickedName || !showDefinitions) return;
+    const elementId = elementIdFromName(pickedName);
+    if (elementId == null) return;
+    const {
+      activeCaseId: currentCaseId,
+      activeMetricId: currentMetricId,
+      selectedModelId: currentSelectedModelId,
+      selectedResultId: currentSelectedResultId,
+    } = useCapacityResultsStore.getState();
+    const match = pickCapacityModelForElement(
+      run,
+      elementId,
+      currentCaseId,
+      currentMetricId,
+      currentSelectedModelId,
+    );
+    if (!match) return;
+    if (match.id !== currentSelectedModelId) {
+      setSelectedModelId(match.id);
+      return;
+    }
+    // Click inside the already-selected model: select the individual
+    // stiffener/strip under the cursor so the Input/Results/Points panels
+    // (and the amber strip highlight) follow that specific capacity model.
+    const rowKey = pickResultRowForElement(
+      run,
+      match,
+      elementId,
+      currentCaseId,
+      currentMetricId,
+    );
+    if (rowKey && rowKey !== currentSelectedResultId) {
+      setSelectedCapacityResult(match.id, rowKey);
+    }
+  }, [
+    run,
+    pickedName,
+    pickedFaceIndex,
+    pickedFileName,
+    pickedClick,
+    showDefinitions,
+    setSelectedModelId,
+    setSelectedCapacityResult,
+  ]);
+
+  if (!results && !loading && !error) return null;
+
+  return (
+    <div className="rounded-sm border border-gray-700 bg-gray-900/95 text-gray-100 text-xs shadow-lg">
+      <div className="flex items-center justify-between gap-2 border-b border-gray-700 px-3 py-2">
+        <div className="font-semibold tracking-wide">Capacity</div>
+        {loading && <div className="text-gray-400">Loading</div>}
+        {error && (
+          <div className="text-red-300 truncate max-w-[220px]">{error}</div>
+        )}
+      </div>
+      {/* Notices — errors and warnings sit together at the top, presented the
+          same way (full-width collapsible banners), error (red) above
+          warning (amber). */}
+      {run?.errors && run.errors.length > 0 && (
+        <details className="border-b border-red-600/70 bg-red-950/50 px-3 py-2 text-red-200">
+          <summary className="cursor-pointer font-semibold text-red-300">
+            {`⛔ ${run.errors.length} capacity check${
+              run.errors.length === 1 ? "" : "s"
+            } failed with an error — affected rows are treated as failures`}
+          </summary>
+          <ul className="mt-2 space-y-1">
+            {run.errors.map((err, i) => (
+              <li key={err.id ?? `${err.capacity_model_id}:${err.case_id}:${i}`}>
+                <span className="font-mono text-red-100">
+                  {err.panel_group}
+                  {err.stiffener ? ` / ${err.stiffener}` : ""}
+                </span>
+                <span className="text-red-400">{` (case ${err.case_id})`}</span>
+                <div className="text-red-300/90">{err.message}</div>
+              </li>
+            ))}
+          </ul>
+        </details>
+      )}
+      {meshWarningCount > 0 && (
+        <details className="border-b border-amber-700/60 bg-amber-950/40 px-3 py-2 text-amber-200">
+          <summary className="cursor-pointer font-semibold text-amber-300">
+            {`⚠ ${meshWarningCount} model(s) under-meshed for SCM2 [6.4.3]`}
+          </summary>
+          <div className="mt-2 text-amber-300/90">
+            Fewer than 4 elements along the stiffener (first-order). Resolved
+            stresses may be unreliable.
+          </div>
+        </details>
+      )}
+      {run && (
+        <div className="p-3 space-y-3">
+          <div className="grid grid-cols-2 gap-2">
+            <label className="flex flex-col gap-1">
+              <span className="text-gray-400">Run</span>
+              <select
+                className="bg-gray-800 border border-gray-600 rounded-sm px-2 py-1"
+                value={run.id}
+                onChange={(e) => setActiveRunId(e.target.value)}
+              >
+                {results!.runs.map((r) => (
+                  <option key={r.id} value={r.id}>
+                    {r.label ?? r.id}
+                  </option>
+                ))}
+              </select>
+            </label>
+            <label className="flex flex-col gap-1">
+              <span className="text-gray-400">Case</span>
+              <select
+                className="bg-gray-800 border border-gray-600 rounded-sm px-2 py-1"
+                value={activeCaseId ?? ""}
+                onChange={(e) => setActiveCaseId(e.target.value)}
+              >
+                <option value={WORST_CASE_ID}>
+                  Worst (over selected cases)
+                </option>
+                {run.result_cases.map((c) => (
+                  <option key={c.id} value={c.id}>
+                    {c.label ?? c.id}
+                  </option>
+                ))}
+              </select>
+            </label>
+          </div>
+
+          <div className="flex flex-wrap items-stretch gap-1">
+            <button
+              className={modeButton(showDefinitions)}
+              onClick={() => setShowDefinitions(!showDefinitions)}
+            >
+              Show definitions
+            </button>
+            <button
+              className={modeButton(showResults)}
+              onClick={() => setShowResults(!showResults)}
+            >
+              Results
+            </button>
+            <button
+              className={modeButton(isolateDefinitions)}
+              onClick={() => setIsolateDefinitions(!isolateDefinitions)}
+              title="Hide everything except the capacity models"
+            >
+              Only definitions
+            </button>
+            <button
+              className={
+                modeButton(showRestWireframe) +
+                (!isolateDefinitions ? " cursor-not-allowed opacity-50" : "")
+              }
+              onClick={() => setShowRestWireframe(!showRestWireframe)}
+              disabled={!isolateDefinitions}
+              title="While 'Only definitions' is on, also draw the rest of the model as a wireframe for context"
+            >
+              Show rest as wireframe
+            </button>
+            <button
+              className={
+                modeButton(showResultsPanel) +
+                (!selectedRow ? " cursor-not-allowed opacity-50" : "")
+              }
+              onClick={() => setShowResultsPanel((v) => !v)}
+              disabled={!selectedRow}
+              title={
+                selectedRow
+                  ? "Open the full per-check results with collapsible detailed calculations"
+                  : "Select a capacity result row to open full results"
+              }
+            >
+              Full results
+            </button>
+          </div>
+
+          <div className="grid grid-cols-[1fr_auto] gap-2 items-end">
+            <label className="flex flex-col gap-1">
+              <span className="text-gray-400">Check</span>
+              <select
+                className="bg-gray-800 border border-gray-600 rounded-sm px-2 py-1"
+                value={activeMetricId}
+                onChange={(e) => setActiveMetricId(e.target.value)}
+                disabled={!showResults}
+              >
+                {run.visual_fields.map((field) => (
+                  <option key={field.id} value={field.id}>
+                    {metricLabel(run, field)}
+                  </option>
+                ))}
+              </select>
+            </label>
+            <label className="inline-flex items-center gap-2 pb-1 text-gray-300">
+              <input
+                type="checkbox"
+                checked={failedOnly}
+                onChange={(e) => setFailedOnly(e.target.checked)}
+              />
+              Failed
+            </label>
+          </div>
+
+          {isWorst && (
+            <div className="border border-gray-700 rounded-sm p-2 space-y-1">
+              <div className="flex items-center justify-between">
+                <span className="text-[11px] uppercase text-gray-500">
+                  Cases in worst ({worstCaseIds.length}/{run.result_cases.length})
+                </span>
+                <div className="flex gap-1">
+                  <button
+                    className="rounded-sm border border-gray-600 px-2 text-[11px] text-gray-300 hover:bg-gray-700"
+                    onClick={() =>
+                      setWorstCaseIds(run.result_cases.map((c) => c.id))
+                    }
+                  >
+                    All
+                  </button>
+                  <button
+                    className="rounded-sm border border-gray-600 px-2 text-[11px] text-gray-300 hover:bg-gray-700"
+                    onClick={() => setWorstCaseIds([])}
+                  >
+                    None
+                  </button>
+                </div>
+              </div>
+              <div className="grid max-h-28 grid-cols-2 gap-x-2 overflow-y-auto">
+                {run.result_cases.map((c) => (
+                  <label
+                    key={c.id}
+                    className="inline-flex items-center gap-1 text-[11px] text-gray-300"
+                  >
+                    <input
+                      type="checkbox"
+                      checked={worstCaseIds.includes(c.id)}
+                      onChange={() => toggleWorstCase(c.id)}
+                    />
+                    <span className="truncate" title={c.label ?? c.id}>
+                      {c.label ?? c.id}
+                    </span>
+                  </label>
+                ))}
+              </div>
+              {worstSummaryLoading && (
+                <div className="text-[11px] text-gray-500">
+                  Loading worst summary…
+                </div>
+              )}
+            </div>
+          )}
+
+          {showResults && <CapacityLegend />}
+
+          <div className="max-h-64 overflow-y-auto border border-gray-700 rounded-sm">
+            <table className="w-full table-fixed text-left">
+              <thead className="sticky top-0 bg-gray-800 text-gray-300">
+                <tr>
+                  <th className="px-2 py-1 w-[40%]">Model</th>
+                  <th className="px-2 py-1 w-[18%]">UF</th>
+                  <th className="px-2 py-1">Check</th>
+                  {isWorst && <th className="px-2 py-1 w-[20%]">Case</th>}
+                </tr>
+              </thead>
+              <tbody>
+                {rows.map((row) => {
+                  const rowKey = caseResultKey(row);
+                  const selected = selectedRow
+                    ? caseResultKey(selectedRow) === rowKey
+                    : false;
+                  const worstCaseLabel = (
+                    row as { worstCaseLabel?: string }
+                  ).worstCaseLabel;
+                  return (
+                    <tr
+                      key={rowKey}
+                      className={
+                        "cursor-pointer border-t border-gray-800 hover:bg-gray-800 " +
+                        (selected ? "bg-gray-800" : "")
+                      }
+                      onClick={() => {
+                        if (isWorst) {
+                          // Drill into the case that produced this worst UF.
+                          setActiveCaseId(row.case_id);
+                          setSelectedModelId(row.capacity_model_id);
+                        } else {
+                          setSelectedCapacityResult(
+                            row.capacity_model_id,
+                            rowKey,
+                          );
+                        }
+                      }}
+                    >
+                      <td
+                        className="px-2 py-1 truncate"
+                        title={row.stiffener ?? row.panel_group}
+                      >
+                        {shortName(row.stiffener ?? row.panel_group)}
+                      </td>
+                      <td className={ufClass(row.governing_usage)}>
+                        {formatUf(row.governing_usage)}
+                      </td>
+                      <td
+                        className={
+                          "px-2 py-1 truncate " +
+                          (row.error ? "font-semibold text-red-400" : "")
+                        }
+                        title={row.error ?? row.governing_check ?? ""}
+                      >
+                        {row.error ? "error" : row.governing_check ?? ""}
+                      </td>
+                      {isWorst && (
+                        <td
+                          className="px-2 py-1 truncate text-gray-300"
+                          title={worstCaseLabel ?? row.case_id}
+                        >
+                          {worstCaseLabel ?? row.case_id}
+                        </td>
+                      )}
+                    </tr>
+                  );
+                })}
+              </tbody>
+            </table>
+          </div>
+
+          {selectedRow && (
+            <div className="border border-gray-700 rounded-sm p-2 space-y-1">
+              <div className="flex items-center justify-between gap-2">
+                <div
+                  className="font-semibold truncate"
+                  title={selectedRow.capacity_model_id}
+                >
+                  {shortName(selectedRow.stiffener ?? selectedRow.panel_group)}
+                </div>
+                <div className="flex shrink-0 items-center gap-1">
+                  <button
+                    className={modeButton(showInputs) + " text-[11px]"}
+                    onClick={() => setShowInputs(!showInputs)}
+                    title="Show the structured input used for this check"
+                  >
+                    Input
+                  </button>
+                  <button
+                    className={modeButton(showResultsPanel) + " text-[11px]"}
+                    onClick={() => setShowResultsPanel((v) => !v)}
+                    title="Open the full per-check results with collapsible detailed calculations"
+                  >
+                    Full results
+                  </button>
+                </div>
+              </div>
+              <div className="grid grid-cols-2 gap-x-3 gap-y-1 text-gray-300">
+                <div>UF</div>
+                <div className={ufClass(selectedRow.governing_usage)}>
+                  {formatUf(selectedRow.governing_usage)}
+                </div>
+                <div>Clause</div>
+                <div>{selectedRow.governing_clause ?? ""}</div>
+                <div>Status</div>
+                <div
+                  className={
+                    selectedRow.error ? "font-semibold text-red-400" : ""
+                  }
+                >
+                  {selectedRow.error
+                    ? "ERROR"
+                    : selectedRow.passed
+                      ? "OK"
+                      : "FAIL"}
+                </div>
+              </div>
+              {selectedRow.error && (
+                <div className="rounded-sm border border-red-700/60 bg-red-950/40 px-2 py-1 text-red-200">
+                  {selectedRow.error}
+                </div>
+              )}
+              <div className="pt-1 space-y-1">
+                {selectedRow.checks.slice(0, 4).map((check) => (
+                  <div
+                    key={check.id}
+                    className="grid grid-cols-[1fr_auto] gap-x-2 text-gray-300"
+                  >
+                    <span className="truncate" title={check.label}>
+                      {check.label}
+                    </span>
+                    <span className={ufClass(check.usage)}>
+                      {formatUf(check.usage)}
+                    </span>
+                    <span
+                      className="col-span-2 text-[10px] text-gray-500 truncate"
+                      title={formulaReference(check)}
+                    >
+                      {formulaReference(check)}
+                    </span>
+                  </div>
+                ))}
+              </div>
+            </div>
+          )}
+
+          {showInputs &&
+            selectedRow &&
+            createPortal(
+              <FloatingInputPanel
+                run={run}
+                row={selectedRow}
+                rightOffsetPx={
+                  showResultsPanel
+                    ? CAPACITY_INPUT_RIGHT_WITH_RESULTS_PX
+                    : CAPACITY_FLOATING_PANEL_RIGHT_PX
+                }
+                showStations={showStations}
+                onToggleStations={() => setShowStations((v) => !v)}
+                onClose={() => {
+                  setShowInputs(false);
+                  setShowStations(false);
+                }}
+              />,
+              document.body,
+            )}
+
+          {showResultsPanel &&
+            selectedRow &&
+            createPortal(
+              <CapacityResultsPanel
+                run={run}
+                row={selectedRow}
+                onClose={() => setShowResultsPanel(false)}
+              />,
+              document.body,
+            )}
+        </div>
+      )}
+    </div>
+  );
+};
+
+const FloatingInputPanel: React.FC<{
+  run: CapacityRunLike;
+  row: CapacityCaseResultLike;
+  rightOffsetPx: number;
+  showStations: boolean;
+  onToggleStations: () => void;
+  onClose: () => void;
+}> = ({ run, row, rightOffsetPx, showStations, onToggleStations, onClose }) => (
+  <div
+    className="fixed top-16 z-[1000] flex max-h-[80vh] w-72 flex-col rounded-sm border border-gray-700 bg-gray-900/95 text-gray-100 text-xs shadow-lg"
+    style={{ right: rightOffsetPx }}
+  >
+    <div className="border-b border-gray-700 px-3 py-2">
+      <div className="flex items-center justify-between gap-2">
+        <div className="font-semibold">Input</div>
+        <div className="flex items-center gap-1 shrink-0">
+          <button
+            className={modeButton(false) + " text-[11px]"}
+            onClick={() => downloadUiCase(run, row)}
+            title="Export these inputs as a case file you can import into the codecheck.ui app"
+          >
+            Export
+          </button>
+          <button
+            className={modeButton(showStations) + " text-[11px]"}
+            onClick={onToggleStations}
+            title="Mark positions 1/2/3 on the model in the 3D view"
+          >
+            Points
+          </button>
+          <button
+            className="text-gray-400 hover:text-gray-100"
+            onClick={onClose}
+            title="Close"
+          >
+            ✕
+          </button>
+        </div>
+      </div>
+      <PanelSubtitle run={run} row={row} />
+    </div>
+    <div className="overflow-y-auto p-3">
+      <CapacityInputDetails run={run} row={row} />
+    </div>
+  </div>
+);
+
+/** Two-line "Case / Model" subtitle shared by the Input and Results sidecars. */
+const PanelSubtitle: React.FC<{
+  run: CapacityRunLike;
+  row: CapacityCaseResultLike;
+}> = ({ run, row }) => {
+  const caseLabel = caseLabelForRow(run, row);
+  const modelName = shortName(row.stiffener ?? row.panel_group);
+  return (
+    <div className="mt-1 grid grid-cols-[auto_1fr] gap-x-2 text-[11px] text-gray-400">
+      <span className="text-gray-500">Case</span>
+      <span className="truncate" title={caseLabel}>
+        {caseLabel}
+      </span>
+      <span className="text-gray-500">Model</span>
+      <span className="truncate" title={row.capacity_model_id}>
+        {modelName}
+      </span>
+    </div>
+  );
+};
+
+const CapacityLegend: React.FC = () => (
+  <div className="space-y-1">
+    {/* Genie discrete UF bands (0.2/0.4/0.6/0.8/1.0) over a 0..1.2 bar. */}
+    <div className="h-2 rounded-sm capacity-uf-gradient" />
+    <div className="relative h-3 text-[10px] text-gray-400">
+      <span className="absolute left-0">0</span>
+      <span className="absolute left-[16.6667%] -translate-x-1/2">0.2</span>
+      <span className="absolute left-[33.3333%] -translate-x-1/2">0.4</span>
+      <span className="absolute left-1/2 -translate-x-1/2">0.6</span>
+      <span className="absolute left-[66.6667%] -translate-x-1/2">0.8</span>
+      <span className="absolute left-[83.3333%] -translate-x-1/2">1.0</span>
+    </div>
+  </div>
+);
+
+interface InputField {
+  symbol?: string;
+  label: string;
+  value: number | string | null;
+  unit?: string;
+  pos?: number; // 1/2/3 → colour-coded to the 3D station marker
+  ref?: string; // DNV-RP-C201 equation/clause tag, e.g. "(6.17)"
+  provenance?: InputProvenance;
+  provenanceKey?: string;
+  provenanceUrl?: string;
+  provenanceRowKey?: string;
+}
+
+interface InputGroup {
+  title: string;
+  fields: InputField[];
+}
+
+interface InputProvenance {
+  label?: string;
+  calculation?: string;
+  formula?: string;
+  terms?: ProvenanceTerm[];
+  source_sets?: ProvenanceSourceSet[];
+  sources?: ProvenanceSource[];
+}
+
+interface ProvenanceTerm {
+  label?: string;
+  value?: number | string | null;
+  unit?: string;
+}
+
+interface ProvenanceSourceSet {
+  label?: string;
+  source_count?: number;
+  element_ids?: number[];
+  sources?: ProvenanceSource[];
+  truncated_source_count?: number;
+}
+
+interface ProvenanceSource {
+  element_id?: number;
+  node_ids?: number[];
+  result_points?: number[];
+  force_position?: number;
+  along_m?: number;
+  value?: number | string | null;
+  raw_value?: number | string | null;
+  unit?: string;
+  calculation?: string;
+}
+
+const CapacityInputDetails: React.FC<{
+  run: CapacityRunLike;
+  row: CapacityCaseResultLike;
+}> = ({ run, row }) => {
+  const groups = useMemo(() => buildInputGroups(run, row), [run, row]);
+  return (
+    <div className="space-y-2">
+      {groups.map((g) => (
+        <div key={g.title}>
+          <div className="text-[11px] font-semibold text-gray-300">
+            {g.title}
+          </div>
+          <div className="grid grid-cols-[auto_1fr_auto] gap-x-2 gap-y-0.5">
+            {g.fields.map((f, i) => (
+              <InputFieldRow key={`${caseResultKey(row)}:${g.title}:${i}`} field={f} />
+            ))}
+          </div>
+        </div>
+      ))}
+    </div>
+  );
+};
+
+const InputFieldRow: React.FC<{ field: InputField }> = ({ field: f }) => {
+  const [open, setOpen] = useState(false);
+  const [loadedProvenance, setLoadedProvenance] = useState<
+    InputProvenance | undefined
+  >(undefined);
+  const [loadingProvenance, setLoadingProvenance] = useState(false);
+  const [provenanceError, setProvenanceError] = useState<string | null>(null);
+  const provenance = f.provenance ?? loadedProvenance;
+  const canFetchProvenance = !!f.provenanceUrl && !!f.provenanceKey;
+  const hasProvenance = !!provenance || canFetchProvenance;
+
+  useEffect(() => {
+    setLoadedProvenance(undefined);
+    setLoadingProvenance(false);
+    setProvenanceError(null);
+    setOpen(false);
+  }, [f.provenanceUrl, f.provenanceKey, f.provenanceRowKey]);
+
+  const toggleProvenance = async () => {
+    if (open) {
+      setOpen(false);
+      return;
+    }
+    setOpen(true);
+    if (provenance || !f.provenanceUrl || !f.provenanceKey) return;
+    setLoadingProvenance(true);
+    setProvenanceError(null);
+    try {
+      const payload = await loadCapacityProvenance(
+        f.provenanceUrl,
+        f.provenanceRowKey,
+      );
+      const item = provenanceFor(payload, f.provenanceKey);
+      if (item) {
+        setLoadedProvenance(item);
+      } else {
+        setProvenanceError("No provenance recorded for this value.");
+      }
+    } catch (err) {
+      setProvenanceError("Could not load provenance.");
+      // eslint-disable-next-line no-console
+      console.warn(`[capacity] failed to load provenance ${f.provenanceUrl}:`, err);
+    } finally {
+      setLoadingProvenance(false);
+    }
+  };
+
+  return (
+    <>
+      <span className="font-mono text-gray-500 whitespace-nowrap">
+        {f.pos != null && (
+          <span style={{ color: STATION_COLORS[f.pos - 1] ?? "#94a3b8" }}>
+            {"\u25cf "}
+          </span>
+        )}
+        {f.symbol ?? ""}
+      </span>
+      <span className="text-gray-400 truncate" title={f.label}>
+        {f.label}
+        {f.ref && <span className="text-gray-600"> {f.ref}</span>}
+      </span>
+      <span className="font-mono text-right text-gray-100 whitespace-nowrap">
+        {hasProvenance ? (
+          <button
+            type="button"
+            className="text-right underline decoration-dotted decoration-gray-500 underline-offset-2 hover:text-white focus:outline-none focus:ring-1 focus:ring-sky-500/80"
+            aria-expanded={open}
+            onClick={() => void toggleProvenance()}
+          >
+            {fmtInputField(f)}
+          </button>
+        ) : (
+          fmtInputField(f)
+        )}
+      </span>
+      {open && hasProvenance && (
+        <div className="col-span-3 mb-1 border-l border-sky-500/40 pl-2 text-[10px] text-gray-400">
+          {loadingProvenance ? (
+            <div>Loading provenance...</div>
+          ) : provenance ? (
+            <InputProvenanceDetails provenance={provenance} />
+          ) : (
+            <div>{provenanceError ?? "No provenance recorded for this value."}</div>
+          )}
+        </div>
+      )}
+    </>
+  );
+};
+
+const InputProvenanceDetails: React.FC<{ provenance: InputProvenance }> = ({
+  provenance,
+}) => {
+  const sets = provenance.source_sets ?? [];
+  const directSources = provenance.sources ?? [];
+  return (
+    <div className="max-h-56 space-y-1 overflow-auto pr-1">
+      {provenance.calculation && <div>{provenance.calculation}</div>}
+      {provenance.formula && (
+        <div className="font-mono text-gray-300">{provenance.formula}</div>
+      )}
+      {provenance.terms?.length ? (
+        <div className="grid grid-cols-[1fr_auto] gap-x-2">
+          {provenance.terms.map((term, i) => (
+            <React.Fragment key={i}>
+              <span className="text-gray-500">{term.label ?? ""}</span>
+              <span className="font-mono text-gray-300">
+                {fmtProvenanceValue(term.value, term.unit)}
+              </span>
+            </React.Fragment>
+          ))}
+        </div>
+      ) : null}
+      {sets.map((set, i) => (
+        <ProvenanceSourceSetView key={i} sourceSet={set} />
+      ))}
+      {directSources.length ? (
+        <ProvenanceSourceSetView
+          sourceSet={{
+            label: "sources",
+            source_count: directSources.length,
+            sources: directSources,
+          }}
+        />
+      ) : null}
+    </div>
+  );
+};
+
+const ProvenanceSourceSetView: React.FC<{ sourceSet: ProvenanceSourceSet }> = ({
+  sourceSet,
+}) => {
+  const elements = sourceSet.element_ids ?? [];
+  const sources = sourceSet.sources ?? [];
+  return (
+    <div className="space-y-0.5">
+      <div className="text-gray-300">
+        {sourceSet.label ?? "sources"}
+        {sourceSet.source_count != null && (
+          <span className="text-gray-500"> ({sourceSet.source_count})</span>
+        )}
+      </div>
+      {elements.length ? (
+        <div>
+          <span className="text-gray-500">Elements </span>
+          <span className="font-mono text-gray-300">
+            {compactNumberList(elements)}
+          </span>
+        </div>
+      ) : null}
+      {sources.map((source, i) => (
+        <div key={i} className="font-mono text-gray-400">
+          {formatProvenanceSource(source)}
+        </div>
+      ))}
+      {sourceSet.truncated_source_count ? (
+        <div className="text-gray-500">
+          {sourceSet.truncated_source_count} more source rows
+        </div>
+      ) : null}
+    </div>
+  );
+};
+
+/** Per-element UF values for the per-stiffener colour view: each stiffener's own
+ *  line + tributary plate strip carries that stiffener's UF (max where strips
+ *  overlap), so within a panel you see each stiffener's UF rather than the panel
+ *  maximum. A specific check metric uses that check's usage from the row; rows
+ *  without per-check usages (the worst-summary rows) fall back to the governing
+ *  UF. */
+function capacityRowScore(row: CapacityCaseResultLike): number {
+  // A missing engineering result is more severe than any finite utilization.
+  return row.error ? Number.MAX_VALUE : (row.governing_usage ?? -1);
+}
+
+function buildIndividualUfValues(
+  rows: CapacityCaseResultLike[],
+  run: CapacityRunLike,
+  activeMetricId: string,
+): Array<{ element_id: number; value: number | null }> {
+  const checkId = metricCheckId(activeMetricId);
+  const byElement = new Map<number, number>();
+  const modelById = new Map(run.capacity_models.map((m) => [m.id, m]));
+  const stiffMaps = new Map<string, Map<string, Record<string, unknown>>>();
+  for (const r of rows) {
+    const model = modelById.get(r.capacity_model_id);
+    if (!model) continue;
+    // Girder results belong on the dedicated thick dashed line overlay. Do not
+    // paint the supporting plate or girder FE faces with the girder UF.
+    if ((model as { type?: string }).type === "girder") continue;
+    let byName = stiffMaps.get(model.id);
+    if (!byName) {
+      const stiffeners = (model.stiffeners ?? []) as Array<
+        Record<string, unknown>
+      >;
+      byName = new Map(stiffeners.map((s) => [String(s.name), s]));
+      stiffMaps.set(model.id, byName);
+    }
+    const stiff = byName.get(String(r.stiffener));
+    if (!stiff) continue;
+    const uf = r.error ? 1.01 : rowMetricUf(r, checkId);
+    if (uf == null) continue; // this check does not apply to the row
+    const ids = [
+      ...((stiff.element_ids as number[] | undefined) ?? []),
+      ...((stiff.tributary_plate_ids as number[] | undefined) ?? []),
+    ];
+    for (const id of ids) {
+      const prev = byElement.get(id);
+      if (prev == null || uf > prev) byElement.set(id, uf);
+    }
+  }
+  return [...byElement].map(([element_id, value]) => ({ element_id, value }));
+}
+
+/** Specific check id for a metric, or null for the governing-UF metric. */
+function metricCheckId(activeMetricId: string): string | null {
+  return activeMetricId.startsWith("capacity.uf.") &&
+    activeMetricId !== "capacity.uf.governing"
+    ? activeMetricId.slice("capacity.uf.".length)
+    : null;
+}
+
+/** The row's UF for the active metric (governing, or a specific check). */
+function rowMetricUf(
+  r: CapacityCaseResultLike,
+  checkId: string | null,
+): number | null {
+  if (checkId && r.checks?.length) {
+    return r.checks.find((c) => c.id === checkId)?.usage ?? null;
+  }
+  return r.governing_usage ?? 0;
+}
+
+/** Per-girder-model UF for colouring the girder lines in the 3D view. */
+function buildGirderUfMap(
+  rows: CapacityCaseResultLike[],
+  run: CapacityRunLike,
+  activeMetricId: string,
+): Map<string, number | null> {
+  const checkId = metricCheckId(activeMetricId);
+  const girderIds = new Set(
+    run.capacity_models
+      .filter((m) => (m as { type?: string }).type === "girder")
+      .map((m) => m.id),
+  );
+  const out = new Map<string, number | null>();
+  if (girderIds.size === 0) return out;
+  for (const r of rows) {
+    if (!girderIds.has(r.capacity_model_id)) continue;
+    const uf = r.error ? 1.01 : rowMetricUf(r, checkId);
+    if (uf == null) continue;
+    const prev = out.get(r.capacity_model_id);
+    if (prev == null || uf > prev) out.set(r.capacity_model_id, uf);
+  }
+  return out;
+}
+
+function asNum(v: unknown): number | null {
+  const n = typeof v === "number" ? v : typeof v === "string" ? Number(v) : NaN;
+  return Number.isFinite(n) ? n : null;
+}
+
+function scaled(v: unknown, factor: number): number | null {
+  const n = asNum(v);
+  return n == null ? null : n * factor;
+}
+
+function provenanceFor(
+  provenance: Record<string, unknown>,
+  key: string,
+): InputProvenance | undefined {
+  const value = provenance[key];
+  return value && typeof value === "object" ? (value as InputProvenance) : undefined;
+}
+
+/** Round a value to the precision the input sidecar shows (see fmtInputField):
+ *  1 decimal for |v|>=100, 2 decimals for |v|>=1, else 3 significant figures.
+ *  Used so the exported numbers match what the user reads in the sidebar
+ *  (e.g. 180.0 rather than 180.00000715255737). */
+function displayRound(v: number): number {
+  if (!Number.isFinite(v)) return v;
+  const a = Math.abs(v);
+  if (a >= 100) return Number(v.toFixed(1));
+  if (a >= 1 || a === 0) return Number(v.toFixed(2));
+  return Number(v.toPrecision(3));
+}
+
+function fmtInputField(f: InputField): string {
+  if (typeof f.value === "string") return f.value;
+  if (f.value == null || !Number.isFinite(f.value)) return "-";
+  const v = f.value;
+  const a = Math.abs(v);
+  const s =
+    a >= 1e6
+      ? v.toExponential(3)
+      : a >= 100
+        ? v.toFixed(1)
+        : a >= 1 || a === 0
+          ? v.toFixed(2)
+          : v.toPrecision(3);
+  return f.unit && f.unit !== "-" ? `${s} ${f.unit}` : s;
+}
+
+function fmtProvenanceValue(value: unknown, unit?: string): string {
+  if (typeof value === "string") return unit && unit !== "-" ? `${value} ${unit}` : value;
+  const n = asNum(value);
+  if (n == null) return "-";
+  const a = Math.abs(n);
+  const s =
+    a >= 1e6 || (a > 0 && a < 1e-3)
+      ? n.toExponential(3)
+      : a >= 100
+        ? n.toFixed(2)
+        : a >= 1 || a === 0
+          ? n.toFixed(4)
+          : n.toPrecision(4);
+  return unit && unit !== "-" ? `${s} ${unit}` : s;
+}
+
+function compactNumberList(values: number[], limit = 18): string {
+  const shown = values.slice(0, limit).join(", ");
+  return values.length > limit ? `${shown}, +${values.length - limit}` : shown;
+}
+
+function formatProvenanceSource(source: ProvenanceSource): string {
+  const parts: string[] = [];
+  if (source.element_id != null) parts.push(`el ${source.element_id}`);
+  if (source.node_ids?.length) parts.push(`nodes ${compactNumberList(source.node_ids, 8)}`);
+  if (source.result_points?.length) {
+    parts.push(`rp ${compactNumberList(source.result_points, 8)}`);
+  }
+  if (source.force_position != null) parts.push(`pos ${source.force_position}`);
+  if (source.along_m != null) parts.push(`x=${fmtProvenanceValue(source.along_m, "m")}`);
+  if (source.value != null) parts.push(`value ${fmtProvenanceValue(source.value, source.unit)}`);
+  if (source.raw_value != null) parts.push(`raw ${fmtProvenanceValue(source.raw_value, source.unit)}`);
+  return parts.join(" | ");
+}
+
+/** Map a capacity-model section to the UI's stiffener_type choice. */
+function stiffenerTypeForExport(section: Record<string, unknown>): string {
+  const bf = asNum(section.flange_width);
+  if (bf == null || bf <= 0) return "flatbar";
+  // HP/bulb profiles are one-sided — the engine maps them to the angle type.
+  if (/^hp|bulb/i.test(String(section.name ?? ""))) return "angle";
+  return "tee";
+}
+
+/** Geometry/material a stiffener result was checked with, in mm / MPa.
+ *  ``profileName`` / ``eccentricityMm`` are display-only (not part of what the
+ *  engine consumes). */
+interface ResolvedGeometry {
+  span: number | null;
+  s: number | null;
+  t: number | null;
+  hw: number | null;
+  tw: number | null;
+  bf: number | null;
+  tf: number | null;
+  stiffenerType: string;
+  profileName: string;
+  eccentricityMm: number | null;
+  fy: number | null;
+  E: number | null;
+  nu: number | null;
+  gammaM: number | null;
+  continuous: boolean;
+  optimizeZStar: boolean;
+}
+
+/** Resolve the geometry/material for a result row, preferring the v8
+ *  ``check_inputs`` (the exact values the engine consumed) over the display
+ *  ``capacity_model`` dict. The two can differ — notably the stiffener span,
+ *  which drives the transverse plate resistance sigma_y,R (eq. 4.6) — so using
+ *  ``check_inputs`` is what makes the Input panel and the Export reproduce the
+ *  engine result. Falls back to the display dict for pre-v8 bundles. */
+function resolveGeometry(
+  run: CapacityRunLike,
+  row: CapacityCaseResultLike,
+): ResolvedGeometry {
+  const model = run.capacity_models.find((m) => m.id === row.capacity_model_id);
+  const plate = (model?.plates?.[0] ?? {}) as Record<string, unknown>;
+  const stiffeners = (model?.stiffeners ?? []) as Array<Record<string, unknown>>;
+  const stiff =
+    stiffeners.find((s) => s.name === row.stiffener) ?? stiffeners[0] ?? {};
+  const section = (stiff.section ?? {}) as Record<string, unknown>;
+  const mat = (stiff.material ?? plate.material ?? {}) as Record<string, unknown>;
+  const profileName = String(section.name ?? "—");
+  const eccentricityMm = scaled(stiff.eccentricity, 1e3);
+  const ci = row.check_inputs;
+  if (ci) {
+    return {
+      span: asNum(ci.span_mm),
+      s: asNum(ci.plate?.s_mm),
+      t: asNum(ci.plate?.t_mm),
+      hw: asNum(ci.stiffener?.hw_mm),
+      tw: asNum(ci.stiffener?.tw_mm),
+      bf: asNum(ci.stiffener?.bf_mm),
+      tf: asNum(ci.stiffener?.tf_mm),
+      stiffenerType: ci.stiffener?.type ?? stiffenerTypeForExport(section),
+      profileName,
+      eccentricityMm,
+      fy: asNum(ci.material?.fy_mpa),
+      E: asNum(ci.material?.E_mpa),
+      nu: asNum(mat.poisson),
+      gammaM: asNum(ci.material?.gamma_m),
+      continuous: ci.continuous !== false,
+      optimizeZStar: ci.optimize_z_star === true,
+    };
+  }
+  return {
+    span: scaled(stiff.span ?? plate.length, 1e3),
+    s: scaled(plate.width, 1e3),
+    t: scaled(plate.thickness, 1e3),
+    hw: scaled(section.height, 1e3),
+    tw: scaled(section.web_thickness, 1e3),
+    bf: scaled(section.flange_width, 1e3),
+    tf: scaled(section.flange_thickness, 1e3),
+    stiffenerType: stiffenerTypeForExport(section),
+    profileName,
+    eccentricityMm,
+    fy: scaled(mat.fy, 1e-6),
+    E: scaled(mat.E, 1e-6),
+    nu: asNum(mat.poisson),
+    gammaM: asNum(mat.gamma_m),
+    continuous: stiff.continuous !== false,
+    optimizeZStar: false,
+  };
+}
+
+/** Build the codecheck.ui ``fe_stiffened`` value map from a result row.
+ *  Units match that check's fields (mm / MPa / kNm). Geometry/material come from
+ *  the as-checked ``check_inputs`` (so an imported case reproduces the engine);
+ *  stresses come from the same resolved vectors / loads the Input panel shows. */
+function buildUiCaseValues(
+  run: CapacityRunLike,
+  row: CapacityCaseResultLike,
+): Record<string, number | string | boolean> {
+  const g = resolveGeometry(run, row);
+  const loads = (row.loads ?? {}) as Record<string, unknown>;
+  const vec = (row.resolved_vectors ?? {}) as Record<string, unknown>;
+  const sigmaX = (vec.AverageLongitudinalMembraneStresses ?? []) as unknown[];
+  // Round to the sidebar's display precision so the exported numbers match
+  // what the user reads (180.0, not 180.00000715255737).
+  const num = (v: unknown, factor: number, fallback = 0): number => {
+    const n = scaled(v, factor);
+    return displayRound(n == null ? fallback : n);
+  };
+  const dr = (v: number | null, fallback: number): number =>
+    displayRound(v == null ? fallback : v);
+  // Uniform sigma_x is stored as a single station; fan it out to all three.
+  const sx1 = num(sigmaX[0], 1e-6);
+  const sx2 = sigmaX[1] != null ? num(sigmaX[1], 1e-6) : sx1;
+  const sx3 = sigmaX[2] != null ? num(sigmaX[2], 1e-6) : sx1;
+  return {
+    model: "general",
+    continuous: g.continuous,
+    z_star: 0,
+    optimize_z_star: g.optimizeZStar,
+    fy: dr(g.fy, 355),
+    E: dr(g.E, 210000),
+    gamma_M: dr(g.gammaM, 1.15),
+    stiffener_type: g.stiffenerType,
+    hw: dr(g.hw, 0),
+    tw: dr(g.tw, 0),
+    bf: dr(g.bf, 0),
+    tf: dr(g.tf, 0),
+    s: dr(g.s, 0),
+    t: dr(g.t, 0),
+    span: dr(g.span, 0),
+    sigma_x_1: sx1,
+    sigma_x_2: sx2,
+    sigma_x_3: sx3,
+    tau_1: num(loads.tau_1, 1e-6),
+    tau_2: num(loads.tau_2, 1e-6),
+    tau_3: num(loads.tau_3, 1e-6),
+    sigma_y1: num(loads.sigma_y1, 1e-6),
+    sigma_y2: num(loads.sigma_y2, 1e-6),
+    sigma_y3: num(loads.sigma_y3, 1e-6),
+    M_1: num(loads.M_1, 1e-3),
+    M_2: num(loads.M_2, 1e-3),
+    M_3: num(loads.M_3, 1e-3),
+    lateral_pressure: num(loads.p_Sd, 1e-6),
+  };
+}
+
+/** Girder run ``check_inputs`` payload (see
+ *  girder_capacity_check._build_girder_check_inputs — mm / MPa / mm² / mm⁴). */
+interface GirderCheckInputs {
+  girder?: {
+    hw_mm?: number;
+    tw_mm?: number;
+    bf_mm?: number;
+    tf_mm?: number;
+    section?: string;
+  };
+  bay?: {
+    LG_mm?: number;
+    l_mm?: number;
+    l1_mm?: number;
+    l2_mm?: number;
+    s_mm?: number;
+    continuous?: boolean;
+  };
+  plate?: { s_mm?: number; t_mm?: number };
+  stiffener?: {
+    As_mm2?: number;
+    Is_mm4?: number;
+    section?: string;
+    continuous_through_girder?: boolean;
+    // Representative stiffener profile (sidecar v11+; bulbs already idealized
+    // as angles) — needed by the UI's Stipla DNV-G export.
+    type?: string;
+    hw_mm?: number;
+    tw_mm?: number;
+    bf_mm?: number;
+    tf_mm?: number;
+  };
+  material?: { fy_mpa?: number; E_mpa?: number; gamma_m?: number };
+  method?: string;
+  welded?: boolean;
+}
+
+function girderCheckInputs(row: CapacityCaseResultLike): GirderCheckInputs {
+  return (row.check_inputs ?? {}) as unknown as GirderCheckInputs;
+}
+
+/** Build the codecheck.ui ``fe_girder`` value map from a girder result
+ *  row. Geometry comes from the as-checked ``check_inputs``; the loads invert
+ *  ``GirderLoads.from_membrane_stress`` (eq. 5.2): the UI takes girder-direction
+ *  membrane stresses, so sigma_y,i = N_Gi / (A_G + l·t) with A_G = hw·tw + bf·tf
+ *  — the same section the UI rebuilds, so the imported case reproduces the
+ *  engine loads. */
+function buildUiGirderValues(
+  row: CapacityCaseResultLike,
+): Record<string, number | string | boolean> {
+  const ci = girderCheckInputs(row);
+  const loads = (row.loads ?? {}) as Record<string, unknown>;
+  const vec = (row.resolved_vectors ?? {}) as Record<string, unknown>;
+  const sigmaXVec = (vec.AverageStiffenerDirectionMembraneStresses ?? []) as unknown[];
+  const dr = (v: number | null, fallback = 0): number =>
+    displayRound(v == null ? fallback : v);
+  const num = (v: unknown, factor: number): number =>
+    displayRound(scaled(v, factor) ?? 0);
+  // Optional stiffener-profile dimension: blank when the sidecar lacks it.
+  const stDim = (v: unknown): number | string => {
+    const n = asNum(v);
+    return n == null ? "" : displayRound(n);
+  };
+  const hw = asNum(ci.girder?.hw_mm) ?? 0;
+  const tw = asNum(ci.girder?.tw_mm) ?? 0;
+  const bf = asNum(ci.girder?.bf_mm) ?? 0;
+  const tf = asNum(ci.girder?.tf_mm) ?? 0;
+  const lSpan = asNum(ci.bay?.l_mm) ?? 0;
+  const l1Span = asNum(ci.bay?.l1_mm) ?? lSpan;
+  const l2Span = asNum(ci.bay?.l2_mm) ?? lSpan;
+  const t = asNum(ci.plate?.t_mm) ?? 0;
+  const areaMm2 = hw * tw + bf * tf + lSpan * t;
+  // N [N] / A [mm²] = sigma [MPa] exactly.
+  const sigmaY = (nG: unknown): number => {
+    const n = asNum(nG);
+    return displayRound(areaMm2 > 0 && n != null ? n / areaMm2 : 0);
+  };
+  const sigmaX = num(loads.sigma_x_Sd, 1e-6);
+  const sigmaXAt = (index: number): number =>
+    sigmaXVec[index] != null ? num(sigmaXVec[index], 1e-6) : sigmaX;
+  return {
+    method: ci.method ?? "GCM3",
+    effective_width_method: "auto",
+    z_star: 0,
+    k_moment_reduction: 1,
+    welded: ci.welded !== false,
+    fy: dr(asNum(ci.material?.fy_mpa), 355),
+    E: dr(asNum(ci.material?.E_mpa), 210000),
+    gamma_M: dr(asNum(ci.material?.gamma_m), 1.15),
+    hw: dr(hw),
+    tw: dr(tw),
+    bf: dr(bf),
+    tf: dr(tf),
+    flange_type: "symmetric",
+    s: dr(asNum(ci.plate?.s_mm)),
+    t: dr(t),
+    As: dr(asNum(ci.stiffener?.As_mm2)),
+    Is: dr(asNum(ci.stiffener?.Is_mm4)),
+    // Stiffener profile (bulbs already idealized as angles by the sidecar):
+    // the UI's Stipla DNV-G export needs the profile, not just A_s/I_s. Blank
+    // on older sidecars — the explicit A_s/I_s above still govern the check.
+    stiffener_type: ci.stiffener?.type ?? "tee",
+    st_hw: stDim(ci.stiffener?.hw_mm),
+    st_tw: stDim(ci.stiffener?.tw_mm),
+    st_bf: stDim(ci.stiffener?.bf_mm),
+    st_tf: stDim(ci.stiffener?.tf_mm),
+    continuous_through_girder: ci.stiffener?.continuous_through_girder !== false,
+    LG: dr(asNum(ci.bay?.LG_mm)),
+    l_span: dr(lSpan),
+    l1_span: dr(l1Span),
+    l2_span: dr(l2Span),
+    // The sidecar run leaves the optional lengths at the engine defaults
+    // (L_Gk = L_G, L_GT = L_G, no panel length): export explicit blanks so the
+    // UI form does not substitute its own suggested defaults on import.
+    LGk: "",
+    LGT: "",
+    Lp: "",
+    continuous: ci.bay?.continuous !== false,
+    sigma_y_1: sigmaY(loads.N_G1),
+    sigma_y_2: sigmaY(loads.N_G2),
+    sigma_y_3: sigmaY(loads.N_G3),
+    M_1: num(loads.M_G1, 1e-3),
+    M_2: num(loads.M_G2, 1e-3),
+    M_3: num(loads.M_G3, 1e-3),
+    tau_1: num(loads.tau_1, 1e-6),
+    tau_2: num(loads.tau_2, 1e-6),
+    tau_3: num(loads.tau_3, 1e-6),
+    sigma_x: sigmaX,
+    sigma_x_1: sigmaXAt(0),
+    sigma_x_2: sigmaXAt(1),
+    sigma_x_3: sigmaXAt(2),
+    shear_force: num(loads.V_Sd, 1e-3),
+    lateral_pressure: num(loads.p_Sd, 1e-6),
+    p_dir: num(loads.p_dir, 1e-6),
+  };
+}
+
+function slugForFile(value: string): string {
+  return (
+    (value || "case").toLowerCase().replace(/[^a-z0-9]+/g, "-").replace(/^-|-$/g, "")
+  );
+}
+
+/** Download the current input as a codecheck.ui case file. The schema
+ *  (``codecheck/case@1`` + ``standard_id``/``check_id``/``values``) is what that
+ *  app's "Import JSON…" expects. Girder rows export the Section-7 ``fe_girder``
+ *  check; panel rows the ``fe_stiffened`` check. */
+function downloadUiCase(run: CapacityRunLike, row: CapacityCaseResultLike): void {
+  const isGirder =
+    run.capacity_models.find((m) => m.id === row.capacity_model_id)?.type ===
+    "girder";
+  const name = `${shortName(row.stiffener ?? row.panel_group)} ${caseLabelForRow(
+    run,
+    row,
+  )}`.trim();
+  const payload = buildCodecheckCasePayload({
+    name,
+    check_id: isGirder ? "fe_girder" : "fe_stiffened",
+    capacity_model_id: row.capacity_model_id,
+    case_id: row.case_id,
+    values: isGirder
+      ? buildUiGirderValues(row)
+      : buildUiCaseValues(run, row),
+  });
+  const blob = new Blob([JSON.stringify(payload, null, 2)], {
+    type: "application/json",
+  });
+  const url = URL.createObjectURL(blob);
+  try {
+    const a = document.createElement("a");
+    a.href = url;
+    a.download = `${slugForFile(name)}.case.json`;
+    a.style.display = "none";
+    document.body.appendChild(a);
+    a.click();
+    document.body.removeChild(a);
+  } finally {
+    URL.revokeObjectURL(url);
+  }
+}
+
+function buildInputGroups(
+  run: CapacityRunLike,
+  row: CapacityCaseResultLike,
+): InputGroup[] {
+  const model = run.capacity_models.find((m) => m.id === row.capacity_model_id);
+  if (model?.type === "girder") return buildGirderInputGroups(row);
+  const plate = (model?.plates?.[0] ?? {}) as Record<string, unknown>;
+  const stiffeners = (model?.stiffeners ?? []) as Array<
+    Record<string, unknown>
+  >;
+  const stiff =
+    stiffeners.find((s) => s.name === row.stiffener) ?? stiffeners[0] ?? {};
+  const disc = (stiff.discretization ?? {}) as Record<string, unknown>;
+  const loads = (row.loads ?? {}) as Record<string, unknown>;
+  const rv = (row.resolved_variables ?? {}) as Record<string, unknown>;
+  const vec = (row.resolved_vectors ?? {}) as Record<string, unknown>;
+  const provenance = (row.resolved_provenance ?? {}) as Record<string, unknown>;
+  const sigmaX = (vec.AverageLongitudinalMembraneStresses ?? []) as unknown[];
+  // Show the geometry/material the check actually used (v8 check_inputs), so the
+  // sidebar matches the result and the Export.
+  const g = resolveGeometry(run, row);
+  // v8: DNV-RP-C201-correct Section-6 design values from the engine's own eqs
+  // (6.16/6.17/6.2). Fall back to the Genie resolved_variables for pre-v8
+  // bundles. (Genie's SigmaYSd is the mid-point value, not eq 6.17 — see the
+  // standard — so prefer the engine figures when present.)
+  const rd = (row.resolved_design ?? {}) as Record<string, unknown>;
+  const sigmaYSd = asNum(rd.sigma_y_Sd_mpa) ?? scaled(rv.SigmaYSd, 1e-6);
+  const tauSd = asNum(rd.tau_Sd_mpa) ?? scaled(rv.TauSd, 1e-6);
+  const nSd = asNum(rd.N_Sd_kn) ?? scaled(rv.Nsd, 1e-3);
+  const f = (
+    symbol: string,
+    label: string,
+    value: number | string | null,
+    unit?: string,
+    pos?: number,
+    ref?: string,
+    provenanceKey?: string,
+  ): InputField => ({
+    symbol,
+    label,
+    value,
+    unit,
+    pos,
+    ref,
+    provenanceKey,
+    provenance: provenanceKey ? provenanceFor(provenance, provenanceKey) : undefined,
+    provenanceUrl: provenanceKey ? row.provenance_url : undefined,
+    provenanceRowKey: provenanceKey ? row.provenance_key : undefined,
+  });
+  return [
+    {
+      title: "Geometry",
+      fields: [
+        f("t", "Plate thickness", g.t, "mm"),
+        f("s", "Stiffener spacing", g.s, "mm"),
+        f("l", "Span", g.span, "mm"),
+        f("z_w", "Eccentricity", g.eccentricityMm, "mm"),
+      ],
+    },
+    {
+      title: "Stiffener section",
+      fields: [
+        f("", "Profile", g.profileName),
+        f("h_w", "Web height", g.hw, "mm"),
+        f("t_w", "Web thickness", g.tw, "mm"),
+        f("b_f", "Flange width", g.bf, "mm"),
+        f("t_f", "Flange thickness", g.tf, "mm"),
+      ],
+    },
+    {
+      title: "Material",
+      fields: [
+        f("f_y", "Yield strength", g.fy, "MPa"),
+        f("E", "Young's modulus", g.E, "MPa"),
+        f("ν", "Poisson", g.nu, "-"),
+        f("γ_M", "Material factor", g.gammaM, "-"),
+      ],
+    },
+    {
+      title: "Axial membrane stress",
+      fields: [
+        f("σ_x1", "Position 1", scaled(sigmaX[0], 1e-6), "MPa", 1, "[5.3.2]", "sigma_x_1"),
+        f("σ_x2", "Position 2", scaled(sigmaX[1], 1e-6), "MPa", 2, undefined, "sigma_x_2"),
+        f("σ_x3", "Position 3", scaled(sigmaX[2], 1e-6), "MPa", 3, undefined, "sigma_x_3"),
+      ],
+    },
+    {
+      title: "Transverse stress",
+      fields: [
+        f("σ_y1", "Position 1", scaled(loads.sigma_y1, 1e-6), "MPa", 1, "[5.3.4]", "sigma_y1"),
+        f("σ_y2", "Position 2", scaled(loads.sigma_y2, 1e-6), "MPa", 2, undefined, "sigma_y2"),
+        f("σ_y3", "Position 3", scaled(loads.sigma_y3, 1e-6), "MPa", 3, undefined, "sigma_y3"),
+      ],
+    },
+    {
+      title: "Shear",
+      fields: [
+        f("τ_1", "Position 1", scaled(loads.tau_1, 1e-6), "MPa", 1, "[5.3.5]", "tau_1"),
+        f("τ_2", "Position 2", scaled(loads.tau_2, 1e-6), "MPa", 2, undefined, "tau_2"),
+        f("τ_3", "Position 3", scaled(loads.tau_3, 1e-6), "MPa", 3, undefined, "tau_3"),
+      ],
+    },
+    {
+      title: "Moment",
+      fields: [
+        f("M_1", "Position 1", scaled(loads.M_1, 1e-3), "kN·m", 1, "[5.3.3]", "M_1"),
+        f("M_2", "Position 2", scaled(loads.M_2, 1e-3), "kN·m", 2, undefined, "M_2"),
+        f("M_3", "Position 3", scaled(loads.M_3, 1e-3), "kN·m", 3, undefined, "M_3"),
+      ],
+    },
+    {
+      title: "Lateral load",
+      fields: [
+        f("p_Sd", "Lateral pressure", scaled(loads.p_Sd, 1e-3), "kPa", undefined, undefined, "p_Sd"),
+      ],
+    },
+    {
+      title: "Resolved design (Section 6)",
+      fields: [
+        f("σ_ySd", "Transverse design stress", sigmaYSd, "MPa", undefined, "(6.17)"),
+        f("τ_Sd", "Shear design stress", tauSd, "MPa", undefined, "(6.16)"),
+        f("N_Sd", "Axial design force", nSd, "kN", undefined, "(6.2)"),
+      ],
+    },
+    {
+      title: "Options",
+      fields: [
+        f("", "Continuous", g.continuous ? "yes" : "no"),
+        f("", "Optimize z*", g.optimizeZStar ? "yes" : "no", undefined, undefined, "[6.10.2]"),
+        f("", "Tension field", (loads.tension_field as string) ?? "none"),
+      ],
+    },
+    {
+      title: "Modelling [6.4.3]",
+      fields: [
+        f("", "Elements along stiffener", asNum(disc.elements_along)),
+        f(
+          "",
+          "Element order",
+          disc.element_order === 2 ? "2nd order" : "1st order",
+        ),
+        f("", "Min. required", asNum(disc.min_required)),
+        f(
+          "",
+          "Status",
+          disc.ok === false ? "⚠ under-meshed" : "OK",
+          undefined,
+          undefined,
+          "[6.4.3]",
+        ),
+      ],
+    },
+  ];
+}
+
+/** Section-7 girder Input panel: the girder bay/section, the supported
+ *  stiffeners and the [7.8] design loads — the girder counterpart of the panel
+ *  groups above, built from the girder ``check_inputs`` + ``loads``. */
+function buildGirderInputGroups(row: CapacityCaseResultLike): InputGroup[] {
+  const ci = girderCheckInputs(row);
+  const loads = (row.loads ?? {}) as Record<string, unknown>;
+  const vec = (row.resolved_vectors ?? {}) as Record<string, unknown>;
+  const provenance = (row.resolved_provenance ?? {}) as Record<string, unknown>;
+  const sigmaXVec = (vec.AverageStiffenerDirectionMembraneStresses ?? []) as unknown[];
+  const hw = asNum(ci.girder?.hw_mm) ?? 0;
+  const tw = asNum(ci.girder?.tw_mm) ?? 0;
+  const bf = asNum(ci.girder?.bf_mm) ?? 0;
+  const tf = asNum(ci.girder?.tf_mm) ?? 0;
+  const lSpan = asNum(ci.bay?.l_mm) ?? 0;
+  const l1Span = asNum(ci.bay?.l1_mm) ?? lSpan;
+  const l2Span = asNum(ci.bay?.l2_mm) ?? lSpan;
+  const t = asNum(ci.plate?.t_mm) ?? 0;
+  const areaMm2 = hw * tw + bf * tf + lSpan * t;
+  const sigmaY = (nG: unknown): number | null => {
+    const n = asNum(nG);
+    return areaMm2 > 0 && n != null ? displayRound(n / areaMm2) : null;
+  };
+  const sigmaX = scaled(loads.sigma_x_Sd, 1e-6);
+  const sigmaXAt = (index: number): number | null =>
+    sigmaXVec[index] != null ? scaled(sigmaXVec[index], 1e-6) : sigmaX;
+  const f = (
+    symbol: string,
+    label: string,
+    value: number | string | null,
+    unit?: string,
+    pos?: number,
+    ref?: string,
+    provenanceKey?: string,
+  ): InputField => ({
+    symbol,
+    label,
+    value,
+    unit,
+    pos,
+    ref,
+    provenanceKey,
+    provenance: provenanceKey ? provenanceFor(provenance, provenanceKey) : undefined,
+    provenanceUrl: provenanceKey ? row.provenance_url : undefined,
+    provenanceRowKey: provenanceKey ? row.provenance_key : undefined,
+  });
+  return [
+    {
+      title: "Girder bay",
+      fields: [
+        f("L_G", "Girder span", asNum(ci.bay?.LG_mm), "mm"),
+        f("L_1", "Adjacent stiffener span", l1Span, "mm", undefined, "[5.3]"),
+        f("L_2", "Adjacent stiffener span", l2Span, "mm", undefined, "[5.3]"),
+        f("l", "Effective span", lSpan, "mm", undefined, "[7.4]"),
+        f("s", "Stiffener spacing", asNum(ci.plate?.s_mm), "mm"),
+        f("t", "Plate thickness", asNum(ci.plate?.t_mm), "mm"),
+      ],
+    },
+    {
+      title: "Girder section",
+      fields: [
+        f("", "Profile", ci.girder?.section || "—"),
+        f("h_wG", "Web height", asNum(ci.girder?.hw_mm), "mm"),
+        f("t_wG", "Web thickness", asNum(ci.girder?.tw_mm), "mm"),
+        f("b_fG", "Flange width", asNum(ci.girder?.bf_mm), "mm"),
+        f("t_fG", "Flange thickness", asNum(ci.girder?.tf_mm), "mm"),
+      ],
+    },
+    {
+      title: "Supported stiffeners",
+      fields: [
+        f("", "Profile", ci.stiffener?.section || "—"),
+        f("h_w", "Web height", asNum(ci.stiffener?.hw_mm), "mm"),
+        f("t_w", "Web thickness", asNum(ci.stiffener?.tw_mm), "mm"),
+        f("b_f", "Flange width", asNum(ci.stiffener?.bf_mm), "mm"),
+        f("t_f", "Flange thickness", asNum(ci.stiffener?.tf_mm), "mm"),
+        f("A_s", "Stiffener area", asNum(ci.stiffener?.As_mm2), "mm²"),
+        f("I_s", "Moment of inertia", asNum(ci.stiffener?.Is_mm4), "mm⁴"),
+        f(
+          "",
+          "Continuous through girder",
+          ci.stiffener?.continuous_through_girder === false ? "no" : "yes",
+        ),
+      ],
+    },
+    {
+      title: "Material",
+      fields: [
+        f("f_y", "Yield strength", asNum(ci.material?.fy_mpa), "MPa"),
+        f("E", "Young's modulus", asNum(ci.material?.E_mpa), "MPa"),
+        f("γ_M", "Material factor", asNum(ci.material?.gamma_m), "-"),
+      ],
+    },
+    {
+      title: "Stiffener-direction stress",
+      fields: [
+        f("σ_x1", "Position 1", sigmaXAt(0), "MPa", 1, "[7.8.5]", "sigma_x_1"),
+        f("σ_x2", "Position 2", sigmaXAt(1), "MPa", 2, undefined, "sigma_x_2"),
+        f("σ_x3", "Position 3", sigmaXAt(2), "MPa", 3, undefined, "sigma_x_3"),
+      ],
+    },
+    {
+      title: "Girder membrane stress",
+      fields: [
+        f("σ_y1", "Position 1", sigmaY(loads.N_G1), "MPa", 1, "(5.2)", "sigma_y_1"),
+        f("σ_y2", "Position 2", sigmaY(loads.N_G2), "MPa", 2, undefined, "sigma_y_2"),
+        f("σ_y3", "Position 3", sigmaY(loads.N_G3), "MPa", 3, undefined, "sigma_y_3"),
+      ],
+    },
+    {
+      title: "Girder axial force (compression +)",
+      fields: [
+        f("N_G1", "Position 1", scaled(loads.N_G1, 1e-3), "kN", 1, "[7.8.2]", "N_G1"),
+        f("N_G2", "Position 2", scaled(loads.N_G2, 1e-3), "kN", 2, undefined, "N_G2"),
+        f("N_G3", "Position 3", scaled(loads.N_G3, 1e-3), "kN", 3, undefined, "N_G3"),
+      ],
+    },
+    {
+      title: "Girder moment (tension in plate flange +)",
+      fields: [
+        f("M_G1", "Position 1", scaled(loads.M_G1, 1e-3), "kN·m", 1, "(7.42)", "M_G1"),
+        f("M_G2", "Position 2", scaled(loads.M_G2, 1e-3), "kN·m", 2, "(7.43)", "M_G2"),
+        f("M_G3", "Position 3", scaled(loads.M_G3, 1e-3), "kN·m", 3, "(7.44)", "M_G3"),
+      ],
+    },
+    {
+      title: "Shear stress",
+      fields: [
+        f("τ_1", "Position 1", scaled(loads.tau_1, 1e-6), "MPa", 1, "(7.45)", "tau_1"),
+        f("τ_2", "Position 2", scaled(loads.tau_2, 1e-6), "MPa", 2, undefined, "tau_2"),
+        f("τ_3", "Position 3", scaled(loads.tau_3, 1e-6), "MPa", 3, undefined, "tau_3"),
+      ],
+    },
+    {
+      title: "Other loads",
+      fields: [
+        f("p_Sd", "Lateral pressure", scaled(loads.p_Sd, 1e-3), "kPa", undefined, undefined, "p_Sd"),
+        f("V_Sd", "Web shear force", scaled(loads.V_Sd, 1e-3), "kN", undefined, "(7.68)", "V_Sd"),
+      ],
+    },
+    {
+      title: "Method",
+      fields: [
+        f("", "Girder capacity model", ci.method ?? "GCM3", undefined, undefined, "Table 7-1"),
+        f("", "Continuous girder", ci.bay?.continuous === false ? "no" : "yes"),
+        f("", "Welded", ci.welded === false ? "no" : "yes"),
+      ],
+    },
+  ];
+}
+
+function metricLabel(
+  run: CapacityRunLike,
+  field: CapacityVisualFieldLike,
+): string {
+  const ref = metricReference(run, field);
+  return ref ? `${field.label} ${ref}` : field.label;
+}
+
+function metricReference(
+  run: CapacityRunLike,
+  field: CapacityVisualFieldLike,
+): string {
+  const equations = field.equations?.filter(Boolean);
+  if (equations?.length) return equations.join(", ");
+  if (field.clause) return `(${field.clause})`;
+  const checkId = field.check_id ?? field.id.replace(/^capacity\.uf\./, "");
+  const check = run.check_catalog?.find((entry) => entry.id === checkId);
+  if (check?.equations?.length) return check.equations.join(", ");
+  if (check?.clause) return `(${check.clause})`;
+  return "";
+}
+
+function pickCapacityModelForElement(
+  run: CapacityRunLike,
+  elementId: number,
+  activeCaseId: string | null,
+  activeMetricId: string,
+  selectedModelId: string | null,
+) {
+  const candidates = run.capacity_models.filter((model) =>
+    (model.element_ids.all ?? []).includes(elementId),
+  );
+  if (candidates.length === 0) return null;
+  const stillSelected = candidates.find(
+    (model) => model.id === selectedModelId,
+  );
+  if (stillSelected) return stillSelected;
+
+  const scoreByModel = activeMetricScores(run, activeCaseId, activeMetricId);
+  return (
+    candidates.slice().sort((a, b) => {
+      const scoreDiff =
+        (scoreByModel.get(b.id) ?? -Infinity) -
+        (scoreByModel.get(a.id) ?? -Infinity);
+      if (scoreDiff !== 0) return scoreDiff;
+      return (
+        (a.element_ids.all?.length ?? Number.MAX_SAFE_INTEGER) -
+        (b.element_ids.all?.length ?? Number.MAX_SAFE_INTEGER)
+      );
+    })[0] ?? null
+  );
+}
+
+/** Result-row key for the individual stiffener/strip of ``model`` that owns the
+ *  picked element, so a click inside an already-selected panel selects that
+ *  specific capacity model (not just the panel's worst). Overlapping strips
+ *  resolve to the highest UF for the active metric. The worst view keeps
+ *  model-level selection (its rows aggregate over cases). */
+function pickResultRowForElement(
+  run: CapacityRunLike,
+  model: CapacityRunLike["capacity_models"][number],
+  elementId: number,
+  activeCaseId: string | null,
+  activeMetricId: string,
+): string | null {
+  if (!activeCaseId || activeCaseId === WORST_CASE_ID) return null;
+  const stiffeners = (model.stiffeners ?? []) as Array<Record<string, unknown>>;
+  const owners = new Set(
+    stiffeners
+      .filter((s) => {
+        const own = (s.element_ids as number[] | undefined) ?? [];
+        const trib = (s.tributary_plate_ids as number[] | undefined) ?? [];
+        return own.includes(elementId) || trib.includes(elementId);
+      })
+      .map((s) => String(s.name)),
+  );
+  if (owners.size === 0) return null;
+  const store = useCapacityResultsStore.getState();
+  const rows = (
+    store.caseDetail[activeCaseId] ??
+    run.case_results.filter((r) => r.case_id === activeCaseId)
+  ).filter(
+    (r) => r.capacity_model_id === model.id && owners.has(String(r.stiffener)),
+  );
+  if (rows.length === 0) return null;
+  const checkId = metricCheckId(activeMetricId);
+  const best = rows
+    .slice()
+    .sort(
+      (a, b) => (rowMetricUf(b, checkId) ?? -1) - (rowMetricUf(a, checkId) ?? -1),
+    )[0];
+  return caseResultKey(best);
+}
+
+function activeMetricScores(
+  run: CapacityRunLike,
+  activeCaseId: string | null,
+  activeMetricId: string,
+): Map<string, number> {
+  const out = new Map<string, number>();
+  const caseId =
+    activeCaseId ?? run.result_cases[0]?.id ?? run.field_case_steps?.[0];
+  if (!caseId) return out;
+
+  // Legacy (<=v5) inline json field path.
+  const field = run.visual_fields.find((f) => f.id === activeMetricId);
+  const fieldCase = field?.cases?.find((c) => c.case_id === caseId);
+  if (fieldCase) {
+    for (const value of fieldCase.values) {
+      if (
+        !value.capacity_model_id ||
+        value.value == null ||
+        !isFinite(value.value)
+      )
+        continue;
+      const previous = out.get(value.capacity_model_id);
+      if (previous == null || value.value > previous)
+        out.set(value.capacity_model_id, value.value);
+    }
+    return out;
+  }
+
+  // v6: per-model score from the active case's loaded detail rows. This is a
+  // tie-breaker for picking (which model an element belongs to), so missing
+  // (not-yet-loaded) detail just falls back to element-count ordering.
+  const store = useCapacityResultsStore.getState();
+  const rows =
+    store.caseDetail[caseId] ??
+    run.case_results.filter((r) => r.case_id === caseId);
+  const checkId =
+    activeMetricId.startsWith("capacity.uf.") &&
+    activeMetricId !== "capacity.uf.governing"
+      ? activeMetricId.slice("capacity.uf.".length)
+      : null;
+  for (const row of rows) {
+    const score = checkId
+      ? row.checks?.find((c) => c.id === checkId)?.usage ?? null
+      : row.governing_usage;
+    if (score == null || !isFinite(score)) continue;
+    const previous = out.get(row.capacity_model_id);
+    if (previous == null || score > previous) {
+      out.set(row.capacity_model_id, score);
+    }
+  }
+  return out;
+}
+
+function elementIdFromName(name: string): number | null {
+  const match = /^E(\d+)$/.exec(name.trim());
+  if (!match) return null;
+  const parsed = Number.parseInt(match[1], 10);
+  return Number.isFinite(parsed) ? parsed : null;
+}
+
+export default CapacityControls;
diff --git a/src/frontend/src/components/capacity/CapacityResultsPanel.tsx b/src/frontend/src/components/capacity/CapacityResultsPanel.tsx
new file mode 100644
index 000000000..55d2e7a61
--- /dev/null
+++ b/src/frontend/src/components/capacity/CapacityResultsPanel.tsx
@@ -0,0 +1,365 @@
+import React, { useMemo } from "react";
+
+import {
+  CAPACITY_FLOATING_PANEL_RIGHT_PX,
+  CAPACITY_RESULTS_PANEL_WIDTH_PX,
+  caseLabelForRow,
+  formulaReference,
+  formatUf,
+  shortName,
+  ufTextClass,
+  type CapacityCaseResultLike,
+  type CapacityRunLike,
+} from "@/components/capacity/capacityFormat";
+import type { CapacityCheckResult } from "@/state/capacityResultsStore";
+
+interface CapacityResultsPanelProps {
+  run: CapacityRunLike;
+  row: CapacityCaseResultLike;
+  onClose: () => void;
+}
+
+export const CapacityResultsPanel: React.FC<CapacityResultsPanelProps> = ({
+  run,
+  row,
+  onClose,
+}) => {
+  const checks = row.checks ?? [];
+  const governingCheckId = useMemo(() => pickGoverningCheckId(row), [row]);
+  const overviewStatus = row.error ? "ERROR" : row.passed ? "OK" : "FAIL";
+  const overviewStatusClass = row.passed
+    ? "border-emerald-500/50 bg-emerald-900/50 text-emerald-200"
+    : "border-red-500/50 bg-red-900/50 text-red-200";
+  const gaugePct = ufGaugePercent(row.governing_usage);
+
+  return (
+    <div
+      className="fixed top-16 z-[1000] flex max-h-[80vh] w-96 flex-col rounded-sm border border-gray-700 bg-gray-900/95 text-gray-100 text-xs shadow-lg"
+      style={{
+        right: CAPACITY_FLOATING_PANEL_RIGHT_PX,
+        width: CAPACITY_RESULTS_PANEL_WIDTH_PX,
+      }}
+    >
+      <div className="border-b border-gray-700 px-3 py-2">
+        <div className="flex items-center justify-between gap-2">
+          <div className="font-semibold">Results</div>
+          <button
+            className="text-gray-400 hover:text-gray-100"
+            onClick={onClose}
+            title="Close"
+          >
+            x
+          </button>
+        </div>
+        <div className="mt-1 grid grid-cols-[auto_1fr] gap-x-2 text-[11px] text-gray-400">
+          <span className="text-gray-500">Case</span>
+          <span className="truncate" title={caseLabelForRow(run, row)}>
+            {caseLabelForRow(run, row)}
+          </span>
+          <span className="text-gray-500">Model</span>
+          <span className="truncate" title={row.capacity_model_id}>
+            {shortName(row.stiffener ?? row.panel_group)}
+          </span>
+        </div>
+      </div>
+
+      <div className="overflow-y-auto p-3 space-y-3">
+        <section className="rounded-sm border border-gray-700 bg-gray-950/40 p-3">
+          <div className="flex items-start justify-between gap-3">
+            <div>
+              <div className="text-[11px] uppercase text-gray-500">
+                Governing UF
+              </div>
+              <div
+                className={
+                  "font-mono text-3xl leading-none " +
+                  ufTextClass(row.governing_usage)
+                }
+              >
+                {formatUf(row.governing_usage)}
+              </div>
+            </div>
+            <span
+              className={
+                "rounded-sm border px-2 py-1 text-[11px] font-semibold " +
+                overviewStatusClass
+              }
+            >
+              {overviewStatus}
+            </span>
+          </div>
+          <div className="mt-3 space-y-1">
+            <div className="h-2 rounded-sm capacity-uf-gradient" />
+            <div className="relative h-3 text-[10px] text-gray-500">
+              <span
+                className="absolute top-0 h-3 border-l border-gray-200"
+                style={{ left: `${gaugePct}%` }}
+              />
+              <span className="absolute left-0">0.0</span>
+              <span className="absolute left-[83.3333%] -translate-x-1/2">
+                1.0
+              </span>
+              <span className="absolute right-0">1.2+</span>
+            </div>
+          </div>
+          <div className="mt-2 grid grid-cols-[auto_1fr] gap-x-2 gap-y-1 text-gray-300">
+            <span className="text-gray-500">Check</span>
+            <span className="truncate" title={row.governing_check ?? ""}>
+              {row.governing_check ?? "-"}
+            </span>
+            <span className="text-gray-500">Clause</span>
+            <span>{row.governing_clause ?? "-"}</span>
+          </div>
+          {row.error && (
+            <div className="mt-3 rounded-sm border border-red-700/60 bg-red-950/50 px-2 py-2 text-red-200">
+              <div className="text-[10px] font-semibold uppercase text-red-400">
+                Evaluation error
+              </div>
+              <div className="mt-1 break-words">{row.error}</div>
+            </div>
+          )}
+        </section>
+
+        <section className="space-y-2">
+          <div className="flex items-center justify-between">
+            <h3 className="text-[12px] font-semibold text-gray-200">Checks</h3>
+            <span className="text-[11px] text-gray-500">
+              {checks.length} total
+            </span>
+          </div>
+          {checks.length === 0 && (
+            <div className="rounded-sm border border-gray-700 px-3 py-2 text-gray-400">
+              {row.error
+                ? "The check could not be evaluated; see the error above."
+                : "No checks available."}
+            </div>
+          )}
+          {checks.map((check) => {
+            const mergedCheck = mergeCatalogReference(run, check);
+            const status = checkStatus(check);
+            const reference = formulaReference(mergedCheck);
+            const isGoverning = check.id === governingCheckId;
+            return (
+              <details
+                key={check.id}
+                open={isGoverning}
+                className="rounded-sm border border-gray-700 bg-gray-950/40"
+              >
+                <summary className="cursor-pointer list-none px-3 py-2 hover:bg-gray-800/70">
+                  <div className="grid grid-cols-[minmax(0,1fr)_auto_auto] items-center gap-x-2 gap-y-1">
+                    <span className="truncate font-medium" title={check.label}>
+                      {check.label}
+                    </span>
+                    <span className={"font-mono " + ufTextClass(check.usage)}>
+                      {formatUf(check.usage)}
+                    </span>
+                    <StatusPill status={status} passed={check.passed} />
+                    <span
+                      className="col-span-3 truncate text-[10px] text-gray-500"
+                      title={reference}
+                    >
+                      {reference}
+                    </span>
+                  </div>
+                </summary>
+                <CheckDetail check={check} reference={reference} />
+              </details>
+            );
+          })}
+        </section>
+
+        {!!row.notes?.length && (
+          <section className="rounded-sm border border-gray-700 bg-gray-950/40 p-3">
+            <div className="text-[11px] font-semibold text-gray-300">Notes</div>
+            <ul className="mt-1 list-disc space-y-1 pl-4 text-gray-400">
+              {row.notes.map((note, index) => (
+                <li key={index}>{note}</li>
+              ))}
+            </ul>
+          </section>
+        )}
+      </div>
+    </div>
+  );
+};
+
+const CheckDetail: React.FC<{
+  check: CapacityCheckResult;
+  reference: string;
+}> = ({ check, reference }) => {
+  const intermediateEntries = Object.entries(check.intermediates ?? {}).filter(
+    ([, value]) => value != null,
+  );
+  return (
+    <div className="border-t border-gray-800 px-3 pb-3 pt-2 space-y-3">
+      <div>
+        <div className="text-[10px] uppercase text-gray-500">
+          Formula reference
+        </div>
+        <div className="font-mono text-[11px] text-sky-200">{reference}</div>
+      </div>
+      <div className="grid grid-cols-3 gap-2">
+        <Metric
+          label="Demand"
+          value={formatEngineeringValue(check.demand, check.unit)}
+        />
+        <Metric
+          label="Resistance"
+          value={formatEngineeringValue(check.resistance, check.unit)}
+        />
+        <Metric
+          label="UF"
+          value={formatUf(check.usage)}
+          valueClass={"font-mono " + ufTextClass(check.usage)}
+        />
+      </div>
+      {intermediateEntries.length > 0 && (
+        <div>
+          <div className="text-[11px] font-semibold text-gray-300">
+            Intermediate values
+          </div>
+          <dl className="mt-1 grid grid-cols-[minmax(0,1fr)_auto] gap-x-3 gap-y-1">
+            {intermediateEntries.map(([key, value]) => (
+              <React.Fragment key={key}>
+                <dt className="truncate text-gray-500" title={key}>
+                  {formatIntermediateName(key)}
+                </dt>
+                <dd className="font-mono text-gray-200">
+                  {formatIntermediateValue(value)}
+                </dd>
+              </React.Fragment>
+            ))}
+          </dl>
+        </div>
+      )}
+      {!!check.warnings?.length && (
+        <div className="rounded-sm border border-amber-700/60 bg-amber-900/30 px-2 py-1 text-amber-200">
+          {check.warnings.map((warning, index) => (
+            <div key={index}>{warning}</div>
+          ))}
+        </div>
+      )}
+      {!!check.assumptions?.length && (
+        <div>
+          <div className="text-[11px] font-semibold text-gray-300">
+            Assumptions
+          </div>
+          <ul className="mt-1 list-disc space-y-1 pl-4 text-gray-400">
+            {check.assumptions.map((assumption, index) => (
+              <li key={index}>{assumption}</li>
+            ))}
+          </ul>
+        </div>
+      )}
+      {check.advisory && (
+        <div className="rounded-sm border border-sky-700/60 bg-sky-900/30 px-2 py-1 text-sky-200">
+          Advisory check. Review the referenced DNV-RP-C201 clause before
+          accepting the result.
+        </div>
+      )}
+    </div>
+  );
+};
+
+const Metric: React.FC<{
+  label: string;
+  value: string;
+  valueClass?: string;
+}> = ({ label, value, valueClass }) => (
+  <div className="rounded-sm border border-gray-800 bg-gray-900/60 px-2 py-1">
+    <div className="text-[10px] text-gray-500">{label}</div>
+    <div className={valueClass ?? "font-mono text-gray-100"}>{value}</div>
+  </div>
+);
+
+const StatusPill: React.FC<{
+  status: "OK" | "FAIL" | "ADVISORY";
+  passed?: boolean;
+}> = ({ status, passed = status !== "FAIL" }) => {
+  const klass =
+    status === "FAIL"
+      ? "border-red-500/50 bg-red-900/50 text-red-200"
+      : status === "ADVISORY"
+        ? passed
+          ? "border-emerald-500/50 bg-emerald-900/50 text-emerald-200"
+          : "border-red-500/50 bg-red-900/50 text-red-200"
+        : "border-emerald-500/50 bg-emerald-900/50 text-emerald-200";
+  return (
+    <span
+      className={
+        "rounded-sm border px-2 py-0.5 text-[10px] font-semibold " + klass
+      }
+    >
+      {status}
+    </span>
+  );
+};
+
+function mergeCatalogReference(
+  run: CapacityRunLike,
+  check: CapacityCheckResult,
+): CapacityCheckResult {
+  const catalog = run.check_catalog?.find((entry) => entry.id === check.id);
+  if (!catalog) return check;
+  return {
+    ...check,
+    clause: check.clause ?? catalog.clause,
+    equations: check.equations?.length ? check.equations : catalog.equations,
+  };
+}
+
+function pickGoverningCheckId(row: CapacityCaseResultLike): string | null {
+  const byName = row.checks.find(
+    (check) =>
+      check.id === row.governing_check || check.label === row.governing_check,
+  );
+  if (byName) return byName.id;
+  return (
+    row.checks
+      .slice()
+      .sort((a, b) => (b.usage ?? -Infinity) - (a.usage ?? -Infinity))[0]?.id ??
+    null
+  );
+}
+
+function checkStatus(check: CapacityCheckResult): "OK" | "FAIL" | "ADVISORY" {
+  if (check.advisory) return "ADVISORY";
+  if (!check.passed) return "FAIL";
+  return "OK";
+}
+
+function ufGaugePercent(value: number | null | undefined): number {
+  if (value == null || !isFinite(value)) return 0;
+  return Math.max(0, Math.min(100, (value / 1.2) * 100));
+}
+
+function formatEngineeringValue(
+  value: number | null | undefined,
+  unit?: string,
+): string {
+  if (value == null || !isFinite(value)) return "-";
+  const suffix = unit ? ` ${unit}` : "";
+  return `${formatNumber(value)}${suffix}`;
+}
+
+function formatIntermediateValue(value: number | string | null): string {
+  if (value == null) return "-";
+  if (typeof value === "number") return formatNumber(value);
+  return value;
+}
+
+function formatNumber(value: number): string {
+  const abs = Math.abs(value);
+  if (abs >= 1000 || (abs > 0 && abs < 0.001)) return value.toExponential(3);
+  if (abs >= 100) return value.toFixed(1);
+  if (abs >= 1 || abs === 0) return value.toFixed(3);
+  return value.toPrecision(3);
+}
+
+function formatIntermediateName(key: string): string {
+  return key
+    .replace(/_/g, " ")
+    .replace(/\b\w/g, (letter) => letter.toUpperCase());
+}
+
+export default CapacityResultsPanel;
diff --git a/src/frontend/src/components/capacity/capacityFormat.ts b/src/frontend/src/components/capacity/capacityFormat.ts
new file mode 100644
index 000000000..7ceab0650
--- /dev/null
+++ b/src/frontend/src/components/capacity/capacityFormat.ts
@@ -0,0 +1,86 @@
+import type {
+  CapacityCaseResult,
+  CapacityCheckResult,
+  CapacityRun,
+  CapacityVisualField,
+} from "@/state/capacityResultsStore";
+
+export const CAPACITY_FLOATING_PANEL_RIGHT_PX = 16;
+export const CAPACITY_FLOATING_PANEL_GAP_PX = 16;
+export const CAPACITY_RESULTS_PANEL_WIDTH_PX = 384;
+export const CAPACITY_INPUT_RIGHT_WITH_RESULTS_PX =
+  CAPACITY_FLOATING_PANEL_RIGHT_PX +
+  CAPACITY_FLOATING_PANEL_GAP_PX +
+  CAPACITY_RESULTS_PANEL_WIDTH_PX;
+
+export type CapacityRunLike = CapacityRun;
+export type CapacityCaseResultLike = CapacityCaseResult;
+export type CapacityVisualFieldLike = CapacityVisualField;
+
+export function modeButton(active: boolean): string {
+  return (
+    "px-2 py-1 rounded-sm border " +
+    (active
+      ? "bg-blue-600 border-blue-500 text-white"
+      : "bg-gray-800 border-gray-600 text-gray-300 hover:bg-gray-700")
+  );
+}
+
+export function formatUf(value: number | null | undefined): string {
+  if (value == null || !isFinite(value)) return "-";
+  return value.toFixed(3);
+}
+
+export function ufClass(value: number | null | undefined): string {
+  return "px-2 py-1 font-mono " + ufTextClass(value);
+}
+
+// Genie "UfTot" discrete bands (thresholds 0.2/0.4/0.6/0.8/1.0), mapped to
+// readable text colours that track the genie_uf_color_scheme palette
+// (light-blue / cyan / green / yellow / orange / red). No fading between bands.
+export function ufTextClass(value: number | null | undefined): string {
+  if (value == null || !isFinite(value)) return "text-gray-400";
+  if (value >= 1.0) return "text-red-500";
+  if (value >= 0.8) return "text-orange-400";
+  if (value >= 0.6) return "text-yellow-300";
+  if (value >= 0.4) return "text-green-400";
+  if (value >= 0.2) return "text-cyan-300";
+  return "text-sky-300";
+}
+
+export function shortName(name: string): string {
+  return name
+    .replace(/^panelGroup\(/, "")
+    .replace(/\)$/, "")
+    .replace(/^Stiffener_/, "");
+}
+
+export function caseResultKey(row: CapacityCaseResultLike): string {
+  return (
+    row.id ??
+    `${row.case_id}::${row.capacity_model_id}::${row.stiffener ?? row.panel_group}`
+  );
+}
+
+/** Human-readable case label for a result row. Worst-view rows carry the case
+ *  they came from in ``worstCaseLabel``; otherwise resolve via the run's
+ *  ``result_cases`` (falling back to the row's own label / id). */
+export function caseLabelForRow(
+  run: CapacityRunLike,
+  row: CapacityCaseResultLike,
+): string {
+  const worstLabel = (row as { worstCaseLabel?: string }).worstCaseLabel;
+  if (worstLabel) return worstLabel;
+  const match = run.result_cases.find((rc) => rc.id === row.case_id);
+  return match?.label ?? row.case_label ?? `Case ${row.case_id}`;
+}
+
+export function formulaReference(
+  check: Pick<CapacityCheckResult, "clause" | "equations">,
+): string {
+  const clause = check.clause ? `DNV-RP-C201 ${check.clause}` : "DNV-RP-C201";
+  const equations = check.equations?.length
+    ? ` ${check.equations.join(", ")}`
+    : "";
+  return `${clause}${equations}`;
+}
diff --git a/src/frontend/src/components/simulation/SimulationControls.tsx b/src/frontend/src/components/simulation/SimulationControls.tsx
index 50e88e342..2d7c951db 100644
--- a/src/frontend/src/components/simulation/SimulationControls.tsx
+++ b/src/frontend/src/components/simulation/SimulationControls.tsx
@@ -29,6 +29,7 @@ import PlayPauseIcon from "../icons/PlayPauseIcon";
 import StopIcon from "../icons/StopIcon";
 import SimulationDataInfoPanel from "./SimulationDataInfoPanel";
 import FEMDataPanelIcon from "../icons/FEMDataPanelIcon";
+import CapacityControls from "../capacity/CapacityControls";
 
 const SimulationControls = () => {
     const sessionActive = useFeaAnimationStore((s) => s.sessionActive);
@@ -58,6 +59,7 @@ const SimulationControls = () => {
                     <SimulationDataInfoPanel/>
                 </div>
             )}
+            {sessionActive && <CapacityControls/>}
         </div>
     );
 };
diff --git a/src/frontend/src/hooks/useUrlParamLoad.ts b/src/frontend/src/hooks/useUrlParamLoad.ts
index 650d71da7..d6585f742 100644
--- a/src/frontend/src/hooks/useUrlParamLoad.ts
+++ b/src/frontend/src/hooks/useUrlParamLoad.ts
@@ -2,6 +2,7 @@ import {useEffect, useRef} from "react";
 import {scopeUrlPart, useScopeStore} from "@/state/scopeStore";
 import {sceneRef} from "@/state/refs";
 import {runtime} from "@/runtime/config";
+import {isStreamingFEAResult} from "@/utils/scene/fileKinds";
 
 // Consume ``?scope=...&file=...`` query params on viewer mount.
 //
@@ -10,7 +11,7 @@ import {runtime} from "@/runtime/config";
 // this hook waits for both the scope list (populated by AuthGate's
 // /api/me call) and the three.js scene (mounted by ThreeCanvas) to
 // be ready, then switches scope if requested and dispatches the
-// regular `overlay_file_in_scene` load.
+// regular scene-load path.
 //
 // Params consumed:
 //   ?file   — source key under the active scope (e.g. ``cantilever.step``)
@@ -79,14 +80,22 @@ export function useUrlParamLoad(): void {
                 await new Promise((r) => setTimeout(r, SCENE_WAIT_INTERVAL_MS));
             }
             try {
-                const {overlay_file_in_scene} = await import(
-                    "@/utils/scene/handlers/overlay_file_in_scene"
-                );
+                if (!derivedParam && isStreamingFEAResult(fileParam)) {
+                    const {load_fea_with_defaults} = await import(
+                        "@/utils/scene/handlers/load_fea_streaming"
+                    );
+                    await load_fea_with_defaults(fileParam);
+                    return;
+                }
+
                 // ``derivedParam`` (e.g. ``_derived/foo.step.glb``) is
                 // the explicit derived-blob hand-off from /convert's
                 // "View in 3D" button. Pass it through so the loader
                 // can fetch the blob directly without a second
                 // ``/convert`` round-trip to re-resolve the path.
+                const {overlay_file_in_scene} = await import(
+                    "@/utils/scene/handlers/overlay_file_in_scene"
+                );
                 await overlay_file_in_scene(fileParam, derivedParam ?? undefined);
             } catch (err) {
                 // eslint-disable-next-line no-console
diff --git a/src/frontend/src/index.html b/src/frontend/src/index.html
index 2e7097401..b03808973 100644
--- a/src/frontend/src/index.html
+++ b/src/frontend/src/index.html
@@ -3,6 +3,7 @@
     <head>
         <meta charset="UTF-8">
         <meta name="viewport" content="width=device-width, initial-scale=1.0, viewport-fit=cover">
+        <!--CAPACITY_RESULTS_VERSION_PLACEHOLDER-->
         <link rel="icon" type="image/svg+xml" href="/favicon.svg">
         <title>ADA-PY Viewer</title>
     </head>
diff --git a/src/frontend/src/services/capacityResults.ts b/src/frontend/src/services/capacityResults.ts
new file mode 100644
index 000000000..bb7d893d5
--- /dev/null
+++ b/src/frontend/src/services/capacityResults.ts
@@ -0,0 +1,72 @@
+import type {CapacityResults} from "@/state/capacityResultsStore";
+import type {FeaManifest} from "@/services/viewerApi";
+import {CAPACITY_RESULTS_VERSION} from "@/services/capacityResultsVersion";
+
+export {CAPACITY_RESULTS_VERSION} from "@/services/capacityResultsVersion";
+
+export const CAPACITY_RESULTS_FORMAT = "dnv-rp-c201-capacity-results";
+// v2: stations. v3: [6.4.3] discretization. v4/v5: per-stiffener tributary plates.
+// v6: scalable bundle — the spine keeps only models/catalog/result cases/field
+// metadata; per-element UF values move to AFEL colour blobs (Range-fetched one
+// (field, case) step at a time) and per-(case, model, stiffener) rows move to
+// per-case detail files (capacity.detail/<case>.json, fetched on demand).
+// v7: add the worst-over-cases summary (capacity.summary.json) + trim detail
+// resolved_vectors.
+// v8: per-case detail rows carry check_inputs — the exact geometry/material the
+// check consumed (mm/MPa), used by the input panel + Export so an exported case
+// reproduces the engine (esp. the stiffener span feeding sigma_y,R, eq. (4.6)).
+// v9: beam-column interaction UFs floored at 0 (no negative usage factors).
+// v10: capacity-model topology fix — thickness-gated panel merge, stiffener axial
+// force integrated over the panel's own tributary plate, models keyed by
+// (capacity_model_id, stiffener). Corrects over-reported axial forces/UFs.
+// v11: the bundle gains a second run — the DNV-RP-C201 Section-7 girder check
+// (scope "girder", capacity models of type "girder", g-prefixed case ids so the
+// per-case detail cache never collides with the stiffened-panel run).
+// v12: errored checks are first-class failed rows in per-case detail and compact
+// worst summaries; ERROR takes precedence over every numeric UF.
+// v13: provenance is indexed by row in one lazy file per case; detail rows carry
+// provenance_url + provenance_key instead of pointing at one file per row.
+// Kept in lockstep with viewer_export.py.
+export interface CapacityValidationContext {
+    manifest?: Pick<FeaManifest, "source_sha256"> | null;
+}
+
+export function validateCapacityResults(
+    results: CapacityResults,
+    context: CapacityValidationContext = {},
+): void {
+    if (!results || typeof results !== "object") {
+        throw new Error("capacity results must be an object");
+    }
+    if (results.format !== CAPACITY_RESULTS_FORMAT) {
+        throw new Error(`unsupported capacity results format ${String(results.format)}`);
+    }
+    if (results.version !== CAPACITY_RESULTS_VERSION) {
+        throw new Error(`unsupported capacity results version ${String(results.version)}`);
+    }
+    if (!Array.isArray(results.runs) || results.runs.length === 0) {
+        throw new Error("capacity results contain no runs");
+    }
+
+    const manifestHash = normalizeSha256(context.manifest?.source_sha256);
+    const sidecarHash = normalizeSha256(readSidecarSourceHash(results));
+    if (manifestHash && sidecarHash && manifestHash !== sidecarHash) {
+        throw new Error(
+            "capacity results are stale for this source: "
+            + `manifest source_sha256=${manifestHash}, sidecar source.sin_sha256=${sidecarHash}`,
+        );
+    }
+}
+
+function readSidecarSourceHash(results: CapacityResults): string | null {
+    const source = results.source;
+    if (!source || typeof source !== "object") return null;
+    const value = source.sin_sha256;
+    return typeof value === "string" ? value : null;
+}
+
+function normalizeSha256(value: string | null | undefined): string | null {
+    const clean = value?.trim().toLowerCase() ?? "";
+    if (!clean) return null;
+    return clean;
+}
diff --git a/src/frontend/src/services/capacityResultsVersion.ts b/src/frontend/src/services/capacityResultsVersion.ts
new file mode 100644
index 000000000..d26d61dec
--- /dev/null
+++ b/src/frontend/src/services/capacityResultsVersion.ts
@@ -0,0 +1,2 @@
+/** Capacity sidecar schema accepted by this frontend build. */
+export const CAPACITY_RESULTS_VERSION = 13;
diff --git a/src/frontend/src/services/codecheckCase.ts b/src/frontend/src/services/codecheckCase.ts
new file mode 100644
index 000000000..35a5cd9b4
--- /dev/null
+++ b/src/frontend/src/services/codecheckCase.ts
@@ -0,0 +1,21 @@
+export interface CodecheckCaseInput {
+  name: string;
+  check_id: "fe_stiffened" | "fe_girder";
+  capacity_model_id: string;
+  case_id: string;
+  values: Record<string, unknown>;
+}
+
+export function buildCodecheckCasePayload(input: CodecheckCaseInput) {
+  return {
+    schema: "codecheck/case@1" as const,
+    standard_id: "dnv-rp-c201" as const,
+    name: input.name,
+    check_id: input.check_id,
+    source: "adapy-capacity-viewer" as const,
+    capacity_model_id: input.capacity_model_id,
+    case_id: input.case_id,
+    values: input.values,
+    saved_at: new Date().toISOString(),
+  };
+}
diff --git a/src/frontend/src/services/viewerApi.ts b/src/frontend/src/services/viewerApi.ts
index c3b97aeef..303a2a379 100644
--- a/src/frontend/src/services/viewerApi.ts
+++ b/src/frontend/src/services/viewerApi.ts
@@ -309,6 +309,9 @@ export interface FeaManifestField {
 export interface FeaManifest {
     version: number;
     src: string;
+    /** Optional SHA-256 of the original FEA source. Used to reject stale
+     *  capacity-result sidecars when both sides provide the hash. */
+    source_sha256?: string | null;
     mesh: {
         url: string;
         n_points: number;
@@ -382,9 +385,34 @@ export interface FeaManifest {
      *  so the frontend feeds these into useSceneInfoStore for the Scene > FEM groups picker.
      *  Members are tagged EL{id} / P{id} to resolve against the AFEM element ranges. */
     groups?: {name: string; members: string[]; fe_object_type?: "node" | "element"}[];
+    /** Optional DNV/code-check capacity result sidecar. The sidecar is loaded
+     *  lazily by the FEA streaming path after geometry is visible. */
+    capacity?: CapacityManifest;
     legacy_glb?: {url_template: string};
 }
 
+export interface CapacityManifestField {
+    name: string;
+    label: string;
+    support: "element" | "node" | string;
+    range?: [number, number];
+    blob_url?: string;
+}
+
+export interface CapacityManifestOverlay {
+    name: string;
+    url: string;
+}
+
+export interface CapacityManifest {
+    version: number;
+    results_url: string;
+    default_run_id?: string;
+    field_strategy?: string;
+    fields?: CapacityManifestField[];
+    overlays?: CapacityManifestOverlay[];
+}
+
 export interface FeaManifestLineage {
     /** ``ada.Assembly.guid`` of the source. Matches the
      *  ``assembly_guid`` written into a CAD GLB's ``ADA_EXT_data``
diff --git a/src/frontend/src/state/capacityResultsStore.ts b/src/frontend/src/state/capacityResultsStore.ts
new file mode 100644
index 000000000..edc6221fd
--- /dev/null
+++ b/src/frontend/src/state/capacityResultsStore.ts
@@ -0,0 +1,461 @@
+import { create } from "zustand";
+
+import type { CapacityManifest } from "@/services/viewerApi";
+
+export interface CapacitySource {
+  sourceName: string;
+  resultsUrl: string;
+}
+
+export interface CapacityCheckResult {
+  id: string;
+  label: string;
+  clause?: string;
+  equations?: string[];
+  usage: number | null;
+  passed: boolean;
+  advisory?: boolean;
+  status?: "OK" | "FAIL" | "ADVISORY" | string;
+  demand?: number | null;
+  resistance?: number | null;
+  unit?: string;
+  intermediates?: Record<string, number | string | null>;
+  warnings?: string[];
+  assumptions?: string[];
+}
+
+export interface CapacityCheckCatalogEntry {
+  id: string;
+  label?: string;
+  clause?: string;
+  equations?: string[];
+  advisory?: boolean;
+}
+
+export interface CapacityCaseResult {
+  id?: string;
+  case_id: string;
+  case_label?: string;
+  capacity_model_id: string;
+  panel_group: string;
+  stiffener?: string;
+  governing_usage: number | null;
+  passed: boolean;
+  governing_check?: string | null;
+  governing_clause?: string | null;
+  /** Exception text when the check could not produce an engineering result. */
+  error?: string | null;
+  checks: CapacityCheckResult[];
+  loads?: Record<string, unknown>;
+  resolved_variables?: Record<string, unknown>;
+  resolved_vectors?: Record<string, unknown>;
+  resolved_provenance?: Record<string, unknown>;
+  provenance_url?: string;
+  /** v13 key selecting this row inside an aggregated per-case provenance file. */
+  provenance_key?: string;
+  /** v8: the exact geometry/material/options the check consumed (mm/MPa). The
+   *  input panel and Export prefer this over the display capacity_model dict so
+   *  an exported case reproduces the engine — notably the stiffener span that
+   *  drives the transverse plate resistance sigma_y,R (eq. 4.6). */
+  check_inputs?: CapacityCheckInputs;
+  /** v8: the Section-6 design values the engine derives from the three-position
+   *  loads via DNV-RP-C201 eqs (6.16/6.17/6.2). Shown in "Resolved design" so
+   *  the figures are standard-correct (not the Genie reference convention). */
+  resolved_design?: CapacityResolvedDesign;
+  notes?: string[];
+}
+
+/** v8 resolved_design payload (see viewer_export._resolved_design_payload). */
+export interface CapacityResolvedDesign {
+  sigma_y_Sd_mpa?: number | null;
+  tau_Sd_mpa?: number | null;
+  N_Sd_kn?: number | null;
+}
+
+/** v8 check_inputs payload (see capacity_check._build_check_inputs). */
+export interface CapacityCheckInputs {
+  span_mm?: number;
+  plate?: { s_mm?: number; t_mm?: number };
+  stiffener?: {
+    hw_mm?: number;
+    tw_mm?: number;
+    bf_mm?: number;
+    tf_mm?: number;
+    type?: string;
+  };
+  material?: { fy_mpa?: number; E_mpa?: number; gamma_m?: number };
+  continuous?: boolean;
+  welded?: boolean;
+  model_type?: string;
+  optimize_z_star?: boolean;
+}
+
+export interface CapacityModel {
+  id: string;
+  panel_group: string;
+  stiffener?: string;
+  type: string;
+  element_ids: {
+    plates?: number[];
+    stiffeners?: number[];
+    all?: number[];
+  };
+  plates?: Array<Record<string, unknown>>;
+  stiffeners?: Array<Record<string, unknown>>;
+  geometry?: Record<string, unknown>;
+}
+
+export interface CapacityVisualFieldValue {
+  element_id: number;
+  value: number | null;
+  capacity_model_id?: string;
+}
+
+export interface CapacityVisualFieldCase {
+  case_id: string;
+  values: CapacityVisualFieldValue[];
+}
+
+export interface CapacityVisualField {
+  id: string;
+  label: string;
+  check_id?: string | null;
+  clause?: string | null;
+  equations?: string[];
+  support: string;
+  kind: string;
+  storage: "json" | "afel" | string;
+  range?: [number, number];
+  /** Legacy ``storage: "json"`` only — inline per-(case, element) values. v6
+   *  ``storage: "afel"`` fields omit this and carry the blob pointer below. */
+  cases?: CapacityVisualFieldCase[];
+  /** v6 AFEL colour blob (``storage: "afel"``). The element axis and case-step
+   *  axis are shared across all fields and live on the run
+   *  (``element_axis`` / ``field_case_steps``). One blob holds every case
+   *  (step); the viewer Range-fetches a single (field, case) step. */
+  blob_url?: string;
+  header_bytes?: number;
+  stride_bytes?: number;
+  dtype?: string;
+  byte_order?: "little" | "big" | string;
+}
+
+export interface CapacityCaseDetailPointer {
+  strategy: string;
+  /** Filename template with a ``{case}`` placeholder, manifest-relative. */
+  url_template: string;
+}
+
+/** Synthetic "case" id for the worst-over-selected-cases view. */
+export const WORST_CASE_ID = "__worst__";
+
+/** UI selection stashed per run so switching Run (stiffened panel <-> girder)
+ *  and back restores what was open and selected. */
+interface RunUiMemory {
+  activeCaseId: string | null;
+  activeMetricId: string;
+  selectedModelId: string | null;
+  selectedResultId: string | null;
+  worstCaseIds: string[];
+  worstSummary: CapacityWorstSummary | null;
+}
+
+/** One compact row in the worst-over-cases summary (no heavy check detail). */
+export interface CapacityWorstRow {
+  /** Unique per (case, model, stiffener). */
+  k: string;
+  /** capacity_model_id. */
+  m: string;
+  /** stiffener name. */
+  s?: string | null;
+  /** panel_group. */
+  pg: string;
+  /** governing usage factor. */
+  u: number | null;
+  /** passed. */
+  p: boolean;
+  /** governing check id. */
+  c?: string | null;
+  /** governing clause. */
+  cl?: string | null;
+  /** Exception text; when present this row outranks every numeric UF. */
+  e?: string | null;
+}
+
+export interface CapacityWorstSummary {
+  format: string;
+  version: number;
+  cases: Record<string, { label?: string; rows: CapacityWorstRow[] }>;
+}
+
+/** One check that raised. It is also represented as a failed case-result row;
+ *  this compact spine entry drives the banner and red 3D definition edges. */
+export interface CapacityRunError {
+  id?: string;
+  case_id: string;
+  capacity_model_id: string;
+  panel_group: string;
+  stiffener?: string;
+  /** Exception text, usually prefixed with the offending clause, e.g.
+   *  "[6.21] Square root of negative value ...". */
+  message: string;
+}
+
+export interface CapacityRun {
+  id: string;
+  label?: string;
+  standard?: string;
+  scope?: string;
+  group?: string | null;
+  result_cases: Array<{ id: string; label?: string }>;
+  capacity_models: CapacityModel[];
+  check_catalog?: CapacityCheckCatalogEntry[];
+  /** v6: empty in the spine; per-case rows are lazy-loaded into the store's
+   *  ``caseDetail`` map. Legacy sidecars (<=v5) inline the full array here. */
+  case_results: CapacityCaseResult[];
+  /** v7 (additive): checks that raised and were skipped. Absent/empty on a clean
+   *  run and on older sidecars. */
+  errors?: CapacityRunError[];
+  visual_fields: CapacityVisualField[];
+  /** v6: shared element axis for the AFEL colour blobs (payload-row order). */
+  element_axis?: number[];
+  /** v6: shared case-step axis for the AFEL colour blobs (step order). */
+  field_case_steps?: string[];
+  /** v6: pointer to the per-case detail files. */
+  case_detail?: CapacityCaseDetailPointer;
+  /** v6: manifest-relative URL of the compact worst-over-cases summary. */
+  worst_summary_url?: string;
+}
+
+export interface CapacityResults {
+  format: string;
+  version: number;
+  source?: Record<string, unknown>;
+  runs: CapacityRun[];
+}
+
+export interface CapacityResultsState {
+  manifest: CapacityManifest | null;
+  source: CapacitySource | null;
+  results: CapacityResults | null;
+  activeRunId: string | null;
+  activeCaseId: string | null;
+  activeMode: "definition" | "results";
+  showDefinitions: boolean;
+  showResults: boolean;
+  isolateDefinitions: boolean;
+  /** With "Only definitions" (isolateDefinitions) on, optionally still draw the
+   *  rest of the model as a wireframe for context. Default on — the capacity
+   *  models stand out while the rest stays visible as a faint wireframe. */
+  showRestWireframe: boolean;
+  activeMetricId: string;
+  selectedModelId: string | null;
+  selectedResultId: string | null;
+  failedOnly: boolean;
+  loading: boolean;
+  error: string | null;
+  /** v6 lazy per-case detail: ``case_id -> rows``, fetched on demand when a
+   *  case becomes active. Legacy (<=v5) sidecars never populate this; controls
+   *  fall back to the inline ``run.case_results``. */
+  caseDetail: Record<string, CapacityCaseResult[]>;
+  caseDetailLoading: Record<string, boolean>;
+  /** Worst-over-cases: which result cases are included (default all). */
+  worstCaseIds: string[];
+  worstSummary: CapacityWorstSummary | null;
+  worstSummaryLoading: boolean;
+  /** Selection state remembered per run id (restored on run switch). */
+  runUiMemory: Record<string, RunUiMemory>;
+  setLoading: (loading: boolean) => void;
+  setError: (error: string | null) => void;
+  setCapacityData: (
+    manifest: CapacityManifest,
+    source: CapacitySource,
+    results: CapacityResults,
+  ) => void;
+  setCaseDetail: (caseId: string, rows: CapacityCaseResult[]) => void;
+  setCaseDetailLoading: (caseId: string, loading: boolean) => void;
+  setWorstCaseIds: (caseIds: string[]) => void;
+  toggleWorstCase: (caseId: string) => void;
+  setWorstSummary: (summary: CapacityWorstSummary | null) => void;
+  setWorstSummaryLoading: (loading: boolean) => void;
+  clear: () => void;
+  setActiveRunId: (runId: string | null) => void;
+  setActiveCaseId: (caseId: string | null) => void;
+  setActiveMode: (mode: "definition" | "results") => void;
+  setShowDefinitions: (showDefinitions: boolean) => void;
+  setShowResults: (showResults: boolean) => void;
+  setIsolateDefinitions: (isolateDefinitions: boolean) => void;
+  setShowRestWireframe: (showRestWireframe: boolean) => void;
+  setActiveMetricId: (metricId: string) => void;
+  setSelectedModelId: (modelId: string | null) => void;
+  setSelectedCapacityResult: (
+    modelId: string | null,
+    resultId: string | null,
+  ) => void;
+  setFailedOnly: (failedOnly: boolean) => void;
+}
+
+const DEFAULT_METRIC = "capacity.uf.governing";
+
+export const useCapacityResultsStore = create<CapacityResultsState>((set) => ({
+  manifest: null,
+  source: null,
+  results: null,
+  activeRunId: null,
+  activeCaseId: null,
+  activeMode: "results",
+  showDefinitions: true,
+  showResults: true,
+  isolateDefinitions: true,
+  showRestWireframe: true,
+  activeMetricId: DEFAULT_METRIC,
+  selectedModelId: null,
+  selectedResultId: null,
+  failedOnly: false,
+  loading: false,
+  error: null,
+  caseDetail: {},
+  caseDetailLoading: {},
+  worstCaseIds: [],
+  worstSummary: null,
+  worstSummaryLoading: false,
+  runUiMemory: {},
+  setLoading: (loading) => set({ loading }),
+  setError: (error) => set({ error, loading: false }),
+  setCapacityData: (manifest, source, results) => {
+    const run = pickRun(results, manifest.default_run_id);
+    const caseId =
+      run?.result_cases?.[0]?.id ?? run?.case_results?.[0]?.case_id ?? null;
+    set({
+      manifest,
+      source,
+      results,
+      activeRunId: run?.id ?? null,
+      activeCaseId: caseId,
+      showDefinitions: true,
+      showResults: true,
+      isolateDefinitions: true,
+      showRestWireframe: true,
+      activeMetricId: DEFAULT_METRIC,
+      selectedModelId: null,
+      selectedResultId: null,
+      caseDetail: {},
+      caseDetailLoading: {},
+      worstCaseIds: run?.result_cases?.map((c) => c.id) ?? [],
+      worstSummary: null,
+      worstSummaryLoading: false,
+      runUiMemory: {},
+      loading: false,
+      error: null,
+    });
+  },
+  setCaseDetail: (caseId, rows) =>
+    set((state) => ({
+      caseDetail: { ...state.caseDetail, [caseId]: rows },
+      caseDetailLoading: { ...state.caseDetailLoading, [caseId]: false },
+    })),
+  setCaseDetailLoading: (caseId, loading) =>
+    set((state) => ({
+      caseDetailLoading: { ...state.caseDetailLoading, [caseId]: loading },
+    })),
+  setWorstCaseIds: (worstCaseIds) => set({ worstCaseIds }),
+  toggleWorstCase: (caseId) =>
+    set((state) => {
+      const has = state.worstCaseIds.includes(caseId);
+      return {
+        worstCaseIds: has
+          ? state.worstCaseIds.filter((id) => id !== caseId)
+          : [...state.worstCaseIds, caseId],
+      };
+    }),
+  setWorstSummary: (worstSummary) => set({ worstSummary, worstSummaryLoading: false }),
+  setWorstSummaryLoading: (worstSummaryLoading) => set({ worstSummaryLoading }),
+  clear: () =>
+    set({
+      manifest: null,
+      source: null,
+      results: null,
+      activeRunId: null,
+      activeCaseId: null,
+      activeMode: "results",
+      showDefinitions: true,
+      showResults: true,
+      isolateDefinitions: true,
+      showRestWireframe: true,
+      activeMetricId: DEFAULT_METRIC,
+      selectedModelId: null,
+      selectedResultId: null,
+      failedOnly: false,
+      caseDetail: {},
+      caseDetailLoading: {},
+      worstCaseIds: [],
+      worstSummary: null,
+      worstSummaryLoading: false,
+      runUiMemory: {},
+      loading: false,
+      error: null,
+    }),
+  // Runs carry disjoint case ids (the girder run g-prefixes them) and their own
+  // worst summary, so switching runs swaps the active case, selection, metric
+  // and worst-case subset. The outgoing run's state is stashed in runUiMemory
+  // and restored when the user switches back (panel <-> girder round trips keep
+  // what was open and selected); a first visit starts from the run's defaults.
+  setActiveRunId: (activeRunId) =>
+    set((state) => {
+      const run =
+        state.results?.runs.find((r) => r.id === activeRunId) ??
+        state.results?.runs[0] ??
+        null;
+      const runUiMemory = { ...state.runUiMemory };
+      if (state.activeRunId) {
+        runUiMemory[state.activeRunId] = {
+          activeCaseId: state.activeCaseId,
+          activeMetricId: state.activeMetricId,
+          selectedModelId: state.selectedModelId,
+          selectedResultId: state.selectedResultId,
+          worstCaseIds: state.worstCaseIds,
+          worstSummary: state.worstSummary,
+        };
+      }
+      const saved = activeRunId ? runUiMemory[activeRunId] : undefined;
+      return {
+        activeRunId,
+        runUiMemory,
+        selectedModelId: saved?.selectedModelId ?? null,
+        selectedResultId: saved?.selectedResultId ?? null,
+        activeCaseId: saved?.activeCaseId ?? run?.result_cases?.[0]?.id ?? null,
+        // Metric ids are run-specific (panel vs girder checks); fall back to
+        // the governing UF, which every run carries.
+        activeMetricId: saved?.activeMetricId ?? DEFAULT_METRIC,
+        worstCaseIds:
+          saved?.worstCaseIds ?? run?.result_cases?.map((c) => c.id) ?? [],
+        worstSummary: saved?.worstSummary ?? null,
+        worstSummaryLoading: false,
+      };
+    }),
+  setActiveCaseId: (activeCaseId) =>
+    set({ activeCaseId, selectedModelId: null, selectedResultId: null }),
+  setActiveMode: (activeMode) => set({ activeMode }),
+  setShowDefinitions: (showDefinitions) => set({ showDefinitions }),
+  setShowResults: (showResults) => set({ showResults }),
+  setIsolateDefinitions: (isolateDefinitions) => set({ isolateDefinitions }),
+  setShowRestWireframe: (showRestWireframe) => set({ showRestWireframe }),
+  setActiveMetricId: (activeMetricId) => set({ activeMetricId }),
+  setSelectedModelId: (selectedModelId) =>
+    set({ selectedModelId, selectedResultId: null }),
+  setSelectedCapacityResult: (selectedModelId, selectedResultId) =>
+    set({ selectedModelId, selectedResultId }),
+  setFailedOnly: (failedOnly) => set({ failedOnly }),
+}));
+
+function pickRun(
+  results: CapacityResults,
+  preferredId?: string,
+): CapacityRun | null {
+  if (!results.runs?.length) return null;
+  if (preferredId) {
+    const preferred = results.runs.find((run) => run.id === preferredId);
+    if (preferred) return preferred;
+  }
+  return results.runs[0] ?? null;
+}
diff --git a/src/frontend/src/utils/scene/handlers/load_fea_streaming.ts b/src/frontend/src/utils/scene/handlers/load_fea_streaming.ts
index b2a13317c..dc75cfa0f 100644
--- a/src/frontend/src/utils/scene/handlers/load_fea_streaming.ts
+++ b/src/frontend/src/utils/scene/handlers/load_fea_streaming.ts
@@ -1,4 +1,7 @@
 import * as THREE from "three";
+import {LineMaterial} from "three/examples/jsm/lines/LineMaterial";
+import {LineSegments2} from "three/examples/jsm/lines/LineSegments2";
+import {LineSegmentsGeometry} from "three/examples/jsm/lines/LineSegmentsGeometry";
 
 import {SceneOperations} from "@/flatbuffers/scene/scene-operations";
 import {runtime} from "@/runtime/config";
@@ -7,19 +10,30 @@ import {GLTFLoader} from "three/examples/jsm/loaders/GLTFLoader";
 import {cacheAndBuildTree} from "@/state/model_worker/cacheModelUtils";
 import {fetchElemFieldStep} from "@/services/feaElemFieldBlob";
 import {fetchFieldStep, makeViewerApiFetcher} from "@/services/feaFieldBlob";
+import {validateCapacityResults} from "@/services/capacityResults";
 import type {FeaFetcher, FeaRangeFetcher} from "@/services/fea/feaFetcher";
 import {fetchBeamSolidsWarp, ParsedBeamSolidsWarp} from "@/services/feaBeamSolidsWarp";
 import {fetchMeshEdges} from "@/services/feaMeshEdges";
 import {fetchMeshElements, MeshElementEntry} from "@/services/feaMeshElements";
 import {convert_to_custom_batch_mesh} from "@/utils/scene/convert_to_custom_batch_mesh";
-import {FeaManifest, FeaManifestField, viewerApi} from "@/services/viewerApi";
+import {CustomBatchedMesh} from "@/utils/mesh_select/CustomBatchedMesh";
+import {
+    CapacityManifest,
+    FeaManifest,
+    FeaManifestField,
+    FeaManifestFieldPerType,
+    ScopeUrl,
+    viewerApi,
+} from "@/services/viewerApi";
 import {sceneRef} from "@/state/refs";
 import {scopeUrlPart, useScopeStore} from "@/state/scopeStore";
 import {useModelState} from "@/state/modelState";
 import {useAnimationStore} from "@/state/animationStore";
 import {useFeaAnimationStore} from "@/state/feaAnimationStore";
+import {useCapacityResultsStore, WORST_CASE_ID} from "@/state/capacityResultsStore";
+import type {CapacityResults, CapacityWorstSummary} from "@/state/capacityResultsStore";
 import {useConversionStore} from "@/state/conversionStore";
-import {usePerfStore} from "@/state/perfStore";
+import {usePerfStore, requestRender} from "@/state/perfStore";
 import {applyFieldToMesh} from "../fea/applyField";
 import {applyElemFieldToMesh} from "../fea/applyElemField";
 import {resetFeaAnimationPhase} from "../fea/feaAnimationDriver";
@@ -62,8 +76,49 @@ interface ActiveFeaStreaming {
      *  attributes are linked to the beam-solid mesh after the first
      *  apply seeds the morph attribute. */
     beamSolidEdges?: THREE.LineSegments;
+    /** Whole-model element-edge wireframe (AFEG). Retained so the capacity
+     *  "Only definitions" view can hide it (and the "Show rest as wireframe"
+     *  toggle can bring it back) without disturbing the face meshes. */
+    feaEdges?: THREE.LineSegments;
+    /** Capacity-model boundary overlay built from AFEM element draw ranges. */
+    capacityBoundaryOverlay?: THREE.LineSegments;
+    /** Thick dashed polyline marking the girder itself (girder-run models),
+     *  drawn through each girder model's station points. */
+    capacityGirderLineOverlay?: LineSegments2;
+    /** Dashed near-black polylines marking the stiffeners of the panel
+     *  capacity models (station-point lines). */
+    capacityStiffenerLineOverlay?: THREE.LineSegments;
+    /** Red boundary overlay for the selected capacity model. */
+    capacitySelectedBoundaryOverlay?: THREE.LineSegments;
+    /** Amber boundary overlay for the individually selected stiffener strip
+     *  within the selected capacity model. */
+    capacitySelectedStripOverlay?: THREE.LineSegments;
+    /** Non-pickable non-indexed overlay used for hard-edged capacity colors. */
+    capacityColorOverlay?: THREE.Mesh;
+    /** Capacity color overlay for optional beam-solid geometry. */
+    beamSolidCapacityColorOverlay?: THREE.Mesh;
+    /** Pre-isolation hidden-range snapshot per mesh, so "show only
+     *  definitions" can restore exactly what was visible when it was
+     *  switched on. Present only while isolation is active. */
+    capacityIsolationSaved?: {main?: Set<string>; beam?: Set<string>};
+    /** Numbered marker sprites at the 3 Section-5 stations of the selected
+     *  stiffener (positions 1/2/3 of the resolved design stresses). */
+    capacityStationsGroup?: THREE.Group;
+    /** Fetchers retained so the capacity overlay can Range-fetch AFEL colour
+     *  blobs and lazy-load per-case detail after the initial load, using the
+     *  same manifest-relative resolver as the FEA artefacts (capacity files are
+     *  co-located in the artefact dir). */
+    capacityFetch?: {
+        fetcher: FeaFetcher;
+        rangeFetcher: FeaRangeFetcher;
+        cacheKey: string;
+    };
 }
 
+// Per-position marker colours (positions 1/2/3). Keep in sync with the capacity
+// side panel (CapacityControls STATION_COLORS) so the dots match the markers.
+const CAPACITY_STATION_COLORS = ["#38bdf8", "#fbbf24", "#fb7185"];
+
 let active: ActiveFeaStreaming | null = null;
 
 /** Drop the cached state on next call (e.g. when the user replaces
@@ -94,7 +149,9 @@ export function setBeamSolidsVisible(visible: boolean): void {
 
 export function clearActiveFeaStreaming(): void {
     active = null;
+    clearCapacityStepCache();
     useFeaAnimationStore.getState().reset();
+    useCapacityResultsStore.getState().clear();
     resetFeaAnimationPhase();
     // Drop any "go to node" marker + active-row state. The marker
     // mesh would otherwise survive into the next loaded model and
@@ -471,6 +528,1187 @@ function snapshotBasePositions(geometry: THREE.BufferGeometry): Float32Array {
     return new Float32Array(attr.array as Float32Array);
 }
 
+async function loadCapacityResultsIfPresent(
+    fetcher: FeaFetcher,
+    scope: ScopeUrl,
+    sourceName: string,
+    manifest: FeaManifest,
+): Promise<void> {
+    const capacity = await resolveCapacityManifest(fetcher, scope, sourceName, manifest);
+    const store = useCapacityResultsStore.getState();
+    if (!capacity?.results_url) {
+        store.clear();
+        return;
+    }
+    if (
+        store.source?.sourceName === sourceName
+        && store.source.resultsUrl === capacity.results_url
+        && store.results
+    ) {
+        return;
+    }
+
+    store.setLoading(true);
+    try {
+        const buf = await fetchCapacityBuffer(fetcher, scope, capacity.results_url);
+        const text = new TextDecoder("utf-8").decode(buf);
+        const results = JSON.parse(text) as CapacityResults;
+        validateCapacityResults(results, {manifest});
+        useCapacityResultsStore.getState().setCapacityData(
+            capacity,
+            {sourceName, resultsUrl: capacity.results_url},
+            results,
+        );
+    } catch (err) {
+        const message = err instanceof Error ? err.message : String(err);
+        useCapacityResultsStore.getState().setError(message);
+        // eslint-disable-next-line no-console
+        console.warn("[fea-streaming] failed to load capacity results:", err);
+    }
+}
+
+async function resolveCapacityManifest(
+    fetcher: FeaFetcher,
+    scope: ScopeUrl,
+    sourceName: string,
+    manifest: FeaManifest,
+): Promise<CapacityManifest | null> {
+    if (manifest.capacity?.results_url) return manifest.capacity;
+
+    const sourcePath = sourceName.replace(/^\/+/, "");
+    const slash = sourcePath.lastIndexOf("/");
+    const dir = slash >= 0 ? sourcePath.slice(0, slash + 1) : "";
+    const filename = slash >= 0 ? sourcePath.slice(slash + 1) : sourcePath;
+    const stem = filename.replace(/\.[^.]+$/, "");
+
+    for (const candidate of ["capacity.results.json"]) {
+        try {
+            await fetcher(candidate);
+            return {version: 1, results_url: candidate, field_strategy: "json-auto"};
+        } catch {
+            // Missing auto-discovery candidates are expected.
+        }
+    }
+
+    for (const candidate of [
+        `${dir}${stem}.c201.json`,
+        `${dir}${stem}.capacity.json`,
+        `${dir}capacity.results.json`,
+    ]) {
+        try {
+            await viewerApi.getBlob(scope, candidate);
+            return {version: 1, results_url: `scope://${candidate}`, field_strategy: "json-auto"};
+        } catch {
+            // Missing auto-discovery candidates are expected.
+        }
+    }
+    return null;
+}
+
+function fetchCapacityBuffer(
+    fetcher: FeaFetcher,
+    scope: ScopeUrl,
+    resultsUrl: string,
+): Promise<ArrayBuffer> {
+    if (resultsUrl.startsWith("scope://")) {
+        return viewerApi.getBlob(scope, resultsUrl.slice("scope://".length));
+    }
+    return fetcher(resultsUrl);
+}
+
+export async function applyCapacityVisualField(
+    metricId?: string,
+    caseId?: string,
+): Promise<boolean> {
+    if (!active?.mesh) return false;
+    const store = useCapacityResultsStore.getState();
+    const results = store.results;
+    if (!results) return false;
+    const run = results.runs.find((r) => r.id === store.activeRunId) ?? results.runs[0];
+    if (!run) return false;
+    const fieldId = metricId ?? store.activeMetricId;
+    const activeCaseId =
+        caseId
+        ?? store.activeCaseId
+        ?? run.result_cases?.[0]?.id
+        ?? run.field_case_steps?.[0]
+        ?? run.case_results?.[0]?.case_id;
+    if (!activeCaseId) return false;
+    const field = run.visual_fields.find((f) => f.id === fieldId);
+    if (!field) return false;
+
+    let values: Array<{element_id: number; value: number | null}> | null = null;
+    if (activeCaseId === WORST_CASE_ID) {
+        // Worst over the user-selected case subset (max UF per element).
+        if (field.storage === "afel") {
+            values = await fetchAfelWorstValues(run, field, selectedWorstCaseIds(run));
+        }
+    } else if (field.storage === "afel") {
+        values = await fetchAfelCapacityValues(run, field, activeCaseId);
+    } else if (field.storage === "json") {
+        // Legacy (<=v5) inline values.
+        values = field.cases?.find((c) => c.case_id === activeCaseId)?.values ?? null;
+    }
+    if (!values) return false;
+    // The store may have moved on while we awaited the Range fetch (user clicked
+    // a different case/metric). Both call sites paint the *active* selection, so
+    // drop the paint if it no longer matches what is selected now.
+    if (!active?.mesh) return false;
+    const now = useCapacityResultsStore.getState();
+    if (now.activeCaseId !== activeCaseId || now.activeMetricId !== fieldId) {
+        return false;
+    }
+
+    paintCapacityEntries(active.mesh, values);
+    if (active.beamSolidMesh) {
+        paintCapacityEntries(active.beamSolidMesh, values);
+    }
+    applyCapacitySelectionHighlight();
+    requestRender();
+    return true;
+}
+
+// Cache decoded AFEL (field, case) steps so re-selecting a case repaints
+// instantly. Keyed by source + blob url + step. Cleared on scene swap via the
+// underlying ELEM_*_CACHE in feaElemFieldBlob (whole-blob) plus this map.
+const CAPACITY_STEP_CACHE = new Map<string, Array<{element_id: number; value: number | null}>>();
+
+function clearCapacityStepCache(): void {
+    CAPACITY_STEP_CACHE.clear();
+}
+
+/** Range-fetch one (field, case) step of an AFEL capacity colour blob and map it
+ *  to ``{element_id, value}`` paint entries via the run's shared element axis.
+ *  Returns ``null`` when the fetch context, axis, or step is unavailable. */
+async function fetchAfelCapacityValues(
+    run: CapacityResults["runs"][number],
+    field: CapacityResults["runs"][number]["visual_fields"][number],
+    caseId: string,
+): Promise<Array<{element_id: number; value: number | null}> | null> {
+    const ctx = active?.capacityFetch;
+    const labels = run.element_axis;
+    const steps = run.field_case_steps ?? run.result_cases.map((c) => c.id);
+    if (!ctx || !labels?.length || !field.blob_url) return null;
+    const stepIndex = steps.indexOf(caseId);
+    if (stepIndex < 0) return null;
+
+    const cacheKey = `${active?.sourceName ?? ""}::${field.blob_url}::${stepIndex}`;
+    const cached = CAPACITY_STEP_CACHE.get(cacheKey);
+    if (cached) return cached;
+
+    // Reuse the AFEL single-step Range fetch the simulation element-field path
+    // uses. n_ips = n_components = 1, so a step is one float per element.
+    const bucket: FeaManifestFieldPerType = {
+        elem_type: "capacity",
+        n_elements: labels.length,
+        n_ips: 1,
+        ip_layout: [],
+        element_labels: labels,
+        blob: {
+            url: field.blob_url,
+            header_bytes: field.header_bytes ?? 1024,
+            stride_bytes: field.stride_bytes ?? labels.length * 4,
+            dtype: field.dtype ?? "float32",
+            byte_order: (field.byte_order as "little" | "big") ?? "little",
+        },
+        scalar_range: {},
+    };
+    let step: Float32Array;
+    try {
+        step = await fetchElemFieldStep(ctx.rangeFetcher, ctx.fetcher, bucket, stepIndex, ctx.cacheKey);
+    } catch (err) {
+        // eslint-disable-next-line no-console
+        console.warn(`[capacity] failed to fetch AFEL step for ${field.blob_url}:`, err);
+        return null;
+    }
+    const out: Array<{element_id: number; value: number | null}> = [];
+    for (let i = 0; i < labels.length; i++) {
+        const v = step[i];
+        if (Number.isFinite(v)) out.push({element_id: labels[i], value: v});
+    }
+    CAPACITY_STEP_CACHE.set(cacheKey, out);
+    return out;
+}
+
+/** The worst-view case subset, intersected with the run's actual cases. An
+ *  empty selection means "no cases" (the user unchecked them all). */
+function selectedWorstCaseIds(run: CapacityResults["runs"][number]): string[] {
+    const all = new Set(run.field_case_steps ?? run.result_cases.map((c) => c.id));
+    const selected = useCapacityResultsStore.getState().worstCaseIds ?? [];
+    return selected.filter((id) => all.has(id));
+}
+
+/** Per-element worst (max) UF over a set of cases for one AFEL field. Fetches
+ *  each case's step (Range, ~34 KB, cached) and reduces element-wise. */
+async function fetchAfelWorstValues(
+    run: CapacityResults["runs"][number],
+    field: CapacityResults["runs"][number]["visual_fields"][number],
+    caseIds: string[],
+): Promise<Array<{element_id: number; value: number | null}> | null> {
+    if (caseIds.length === 0) return [];
+    const labels = run.element_axis;
+    if (!labels?.length) return null;
+    const rowOf = new Map<number, number>();
+    for (let i = 0; i < labels.length; i++) rowOf.set(labels[i], i);
+
+    const best = new Float32Array(labels.length).fill(Number.NEGATIVE_INFINITY);
+    for (const caseId of caseIds) {
+        const perCase = await fetchAfelCapacityValues(run, field, caseId);
+        if (!perCase) continue;
+        for (const entry of perCase) {
+            if (entry.value == null) continue;
+            const row = rowOf.get(entry.element_id);
+            if (row !== undefined && entry.value > best[row]) best[row] = entry.value;
+        }
+    }
+    const out: Array<{element_id: number; value: number | null}> = [];
+    for (let i = 0; i < labels.length; i++) {
+        if (Number.isFinite(best[i])) out.push({element_id: labels[i], value: best[i]});
+    }
+    return out;
+}
+
+/** Lazy-load the compact worst-over-cases summary into the capacity store. */
+export async function loadCapacityWorstSummary(): Promise<void> {
+    const ctx = active?.capacityFetch;
+    if (!ctx) return;
+    const store = useCapacityResultsStore.getState();
+    const results = store.results;
+    if (!results) return;
+    const run = results.runs.find((r) => r.id === store.activeRunId) ?? results.runs[0];
+    const url = run?.worst_summary_url;
+    if (!url) return;
+    if (store.worstSummary || store.worstSummaryLoading) return;
+
+    store.setWorstSummaryLoading(true);
+    try {
+        const buf = await ctx.fetcher(url);
+        const summary = JSON.parse(new TextDecoder("utf-8").decode(buf)) as CapacityWorstSummary;
+        useCapacityResultsStore.getState().setWorstSummary(summary);
+    } catch (err) {
+        // eslint-disable-next-line no-console
+        console.warn("[capacity] failed to load worst summary:", err);
+        useCapacityResultsStore.getState().setWorstSummary(null);
+    }
+}
+
+/** Lazy-load one result case's verbose detail rows into the capacity store.
+ *  Idempotent: a no-op when the case is already loaded or in flight. Resolves
+ *  the per-case file via the run's ``case_detail.url_template``. */
+export async function loadCapacityCaseDetail(caseId: string): Promise<void> {
+    const ctx = active?.capacityFetch;
+    if (!ctx) return;
+    const store = useCapacityResultsStore.getState();
+    const results = store.results;
+    if (!results) return;
+    const run = results.runs.find((r) => r.id === store.activeRunId) ?? results.runs[0];
+    const template = run?.case_detail?.url_template;
+    if (!run || !template) return;
+    if (store.caseDetail[caseId] || store.caseDetailLoading[caseId]) return;
+
+    store.setCaseDetailLoading(caseId, true);
+    try {
+        const url = template.replace("{case}", encodeURIComponent(caseId));
+        const buf = await ctx.fetcher(url);
+        const payload = JSON.parse(new TextDecoder("utf-8").decode(buf)) as {
+            case_results?: CapacityResults["runs"][number]["case_results"];
+        };
+        useCapacityResultsStore.getState().setCaseDetail(caseId, payload.case_results ?? []);
+    } catch (err) {
+        // eslint-disable-next-line no-console
+        console.warn(`[capacity] failed to load case detail for ${caseId}:`, err);
+        useCapacityResultsStore.getState().setCaseDetail(caseId, []);
+    }
+}
+
+/** Colour elements by explicit per-element UF values (rest neutral) — used for
+ *  the "individual UF" view, where each stiffener's own line + tributary plate
+ *  strip is coloured by that stiffener's UF, revealing the within-panel
+ *  variation instead of the panel-governing maximum. */
+interface CapacityProvenancePayload {
+    resolved_provenance?: Record<string, unknown>;
+    provenance?: Record<string, unknown>;
+    rows?: Record<string, Record<string, unknown>>;
+}
+
+const capacityProvenanceCache = new Map<string, Promise<CapacityProvenancePayload>>();
+
+/** Lazy-load one row's input provenance. Newer sidecars keep this out of the
+ *  per-case detail file so selecting a case stays light; old sidecars may still
+ *  carry ``resolved_provenance`` inline and do not call this helper. */
+export async function loadCapacityProvenance(
+    url: string,
+    rowKey?: string,
+): Promise<Record<string, unknown>> {
+    const ctx = active?.capacityFetch;
+    if (!ctx || !url) return {};
+    const cacheKey = `${ctx.cacheKey}:${url}`;
+    let pending = capacityProvenanceCache.get(cacheKey);
+    if (!pending) {
+        pending = (async () => {
+            const buf = await ctx.fetcher(url);
+            return JSON.parse(
+                new TextDecoder("utf-8").decode(buf),
+            ) as CapacityProvenancePayload;
+        })();
+        capacityProvenanceCache.set(cacheKey, pending);
+    }
+    const payload = await pending;
+    if (rowKey && payload.rows) return payload.rows[rowKey] ?? {};
+    return payload.resolved_provenance ?? payload.provenance ?? {};
+}
+
+export function applyCapacityIndividualField(
+    values: Array<{element_id: number; value: number | null}>,
+): boolean {
+    if (!active?.mesh) return false;
+    paintCapacityEntries(active.mesh, values);
+    if (active.beamSolidMesh) {
+        paintCapacityEntries(active.beamSolidMesh, values);
+    }
+    applyCapacitySelectionHighlight();
+    return true;
+}
+
+export function applyCapacityDefinitionView(): boolean {
+    if (!active?.mesh) return false;
+    const store = useCapacityResultsStore.getState();
+    const results = store.results;
+    if (!results) return false;
+    const run = results.runs.find((r) => r.id === store.activeRunId) ?? results.runs[0];
+    if (!run) return false;
+
+    // Girder-run models clutter the scene when every (adjacent) rectangle is
+    // outlined; draw the boundary only for the selected girder — its
+    // associated tributary plates — while the girder lines mark every model.
+    const boundaryModels = run.capacity_models.filter(
+        (model) =>
+            (model as {type?: string}).type !== "girder" ||
+            model.id === store.selectedModelId,
+    );
+    rebuildCapacityBoundaryOverlay(
+        boundaryModels.map((model) => ({
+            id: model.id,
+            panel_group: model.panel_group,
+            element_ids: model.element_ids,
+        })),
+        capacityFailedModelIds(run, store),
+    );
+    rebuildCapacityGirderLineOverlay(run.capacity_models, lastGirderUf);
+    rebuildCapacityStiffenerLineOverlay(run.capacity_models);
+    applyCapacitySelectionHighlight();
+    return true;
+}
+
+/** Distinct colour for the girder line itself in the definitions view. */
+const CAPACITY_GIRDER_LINE_COLOR = 0xf59e0b; // amber
+/** Dashed stiffener-line colour in the definitions view. */
+const CAPACITY_STIFFENER_LINE_COLOR = 0x111827; // near-black
+
+/** Last per-girder UF values applied (kept so the definition rebuild keeps
+ *  the result colours instead of flashing back to amber). */
+let lastGirderUf: Map<string, number | null> | null = null;
+
+/** Colour the girder lines by per-model UF (girder run, results on). Pass
+ *  ``null`` to return to the neutral amber definition colour. */
+export function applyCapacityGirderLineUf(values: Map<string, number | null> | null): void {
+    lastGirderUf = values;
+    const store = useCapacityResultsStore.getState();
+    const run =
+        store.results?.runs.find((r) => r.id === store.activeRunId) ??
+        store.results?.runs[0];
+    if (!run) return;
+    rebuildCapacityGirderLineOverlay(run.capacity_models, lastGirderUf);
+}
+
+/** Girder-run models mark the girder member itself with a thick dashed line
+ *  model's station points (start/mid/end of the bay — the girder line). Amber
+ *  in the definitions view; coloured by the girder's UF when result values are
+ *  supplied. Depth testing keeps hidden girders behind foreground geometry. */
+function rebuildCapacityGirderLineOverlay(
+    models: Array<{id: string; type?: string; stiffeners?: Array<Record<string, unknown>>}>,
+    ufByModelId?: Map<string, number | null> | null,
+): void {
+    disposeCapacityGirderLineOverlay();
+    if (!active?.mesh) return;
+    const positions: number[] = [];
+    const colors: number[] = [];
+    const amber = new THREE.Color(CAPACITY_GIRDER_LINE_COLOR);
+    const band = new Float32Array(3);
+    for (const model of models) {
+        if (model.type !== "girder") continue;
+        const uf = ufByModelId?.get(model.id);
+        let r = amber.r;
+        let g = amber.g;
+        let b = amber.b;
+        if (uf != null && isFinite(uf)) {
+            capacityUfColor(uf, band);
+            [r, g, b] = band;
+        }
+        for (const stiff of model.stiffeners ?? []) {
+            const stations = stiff.stations as number[][] | undefined;
+            if (!stations || stations.length < 2) continue;
+            for (let i = 0; i + 1 < stations.length; i++) {
+                positions.push(...stations[i].slice(0, 3), ...stations[i + 1].slice(0, 3));
+                colors.push(r, g, b, r, g, b);
+            }
+        }
+    }
+    if (positions.length === 0) return;
+    const geom = new LineSegmentsGeometry();
+    geom.setPositions(positions);
+    geom.setColors(colors);
+    const mat = new LineMaterial({
+        color: 0xffffff,
+        vertexColors: true,
+        linewidth: 3.5,
+        dashed: true,
+        dashScale: 1,
+        dashSize: 0.16,
+        gapSize: 0.08,
+        depthTest: true,
+        depthWrite: false,
+        transparent: true,
+        opacity: 1.0,
+        polygonOffset: true,
+        polygonOffsetFactor: -2,
+        polygonOffsetUnits: -2,
+    });
+    const overlay = new LineSegments2(geom, mat);
+    overlay.computeLineDistances();
+    overlay.name = "capacity-girder-lines";
+    overlay.layers.mask = active.mesh.layers.mask;
+    overlay.renderOrder = 7; // above the boundary overlay
+    active.mesh.add(overlay);
+    active.capacityGirderLineOverlay = overlay;
+}
+
+function disposeCapacityGirderLineOverlay(): void {
+    if (!active?.capacityGirderLineOverlay) return;
+    active.capacityGirderLineOverlay.removeFromParent();
+    active.capacityGirderLineOverlay.geometry.dispose();
+    const material = active.capacityGirderLineOverlay.material;
+    if (Array.isArray(material)) material.forEach((m) => m.dispose());
+    else material.dispose();
+    active.capacityGirderLineOverlay = undefined;
+}
+
+/** Dashed near-black polylines indicating the stiffeners of the capacity
+ *  models: each panel stiffener's station line, and — for girder models — the
+ *  supported-stiffener lines carried in ``stiffener_stations`` (the girder's
+ *  own ``stiffeners[0]`` is the amber girder line, not a stiffener). */
+function rebuildCapacityStiffenerLineOverlay(
+    models: Array<{
+        type?: string;
+        stiffeners?: Array<Record<string, unknown>>;
+        stiffener_stations?: number[][][];
+    }>,
+): void {
+    disposeCapacityStiffenerLineOverlay();
+    if (!active?.mesh) return;
+    const positions: number[] = [];
+    const pushPolyline = (stations: number[][] | undefined): void => {
+        if (!stations || stations.length < 2) return;
+        for (let i = 0; i + 1 < stations.length; i++) {
+            positions.push(...stations[i].slice(0, 3), ...stations[i + 1].slice(0, 3));
+        }
+    };
+    for (const model of models) {
+        if (model.type === "girder") {
+            for (const line of model.stiffener_stations ?? []) pushPolyline(line);
+            continue;
+        }
+        for (const stiff of model.stiffeners ?? []) {
+            pushPolyline(stiff.stations as number[][] | undefined);
+        }
+    }
+    if (positions.length === 0) return;
+    const geom = new THREE.BufferGeometry();
+    geom.setAttribute("position", new THREE.BufferAttribute(new Float32Array(positions), 3));
+    const mat = new THREE.LineDashedMaterial({
+        color: CAPACITY_STIFFENER_LINE_COLOR,
+        dashSize: 0.12,
+        gapSize: 0.08,
+        depthTest: true,
+        depthWrite: false,
+        transparent: true,
+        opacity: 0.9,
+    });
+    const overlay = new THREE.LineSegments(geom, mat);
+    overlay.computeLineDistances(); // required for dashed rendering
+    overlay.name = "capacity-stiffener-lines";
+    overlay.layers.mask = active.mesh.layers.mask;
+    overlay.renderOrder = 4;
+    active.mesh.add(overlay);
+    active.capacityStiffenerLineOverlay = overlay;
+}
+
+function disposeCapacityStiffenerLineOverlay(): void {
+    if (!active?.capacityStiffenerLineOverlay) return;
+    active.capacityStiffenerLineOverlay.removeFromParent();
+    active.capacityStiffenerLineOverlay.geometry.dispose();
+    const material = active.capacityStiffenerLineOverlay.material;
+    if (Array.isArray(material)) material.forEach((m) => m.dispose());
+    else material.dispose();
+    active.capacityStiffenerLineOverlay = undefined;
+}
+
+/** Capacity models whose check raised (and was skipped) in the current case
+ *  context — a specific case, or the union of the selected cases in the worst
+ *  view. Their definition edges are painted red so the failure is visible in
+ *  the 3D scene, matching the red error banner in the Capacity sidecar. */
+function capacityFailedModelIds(
+    run: {errors?: Array<{capacity_model_id: string; case_id: string}>},
+    store: {activeCaseId: string | null; worstCaseIds: string[]},
+): Set<string> {
+    const out = new Set<string>();
+    const errors = run.errors ?? [];
+    if (errors.length === 0) return out;
+    let cases: Set<string> | null;
+    if (store.activeCaseId === WORST_CASE_ID) {
+        cases = new Set(store.worstCaseIds);
+    } else if (store.activeCaseId) {
+        cases = new Set([store.activeCaseId]);
+    } else {
+        cases = null; // no case context → flag any error
+    }
+    for (const err of errors) {
+        if (cases === null || cases.has(err.case_id)) out.add(err.capacity_model_id);
+    }
+    return out;
+}
+
+export function clearCapacityDefinitionView(): void {
+    disposeCapacityBoundaryOverlay();
+    disposeCapacityGirderLineOverlay();
+    disposeCapacityStiffenerLineOverlay();
+    clearCapacitySelectionHighlight();
+}
+
+export function clearCapacityVisualField(): void {
+    if (!active) return;
+    disposeCapacityColorOverlay("main");
+    disposeCapacityColorOverlay("beam");
+}
+
+/** "Show only definitions" — hide every FEA draw range that is not part of a
+ *  capacity model, leaving just the capacity panels (their faces, plus the
+ *  boundary/colour overlays when those are on). The pre-isolation hidden set is
+ *  snapshotted so {@link clearCapacityIsolation} restores exactly what the user
+ *  had visible. Idempotent: re-applies cleanly when the run/models change. */
+export function applyCapacityIsolation(): boolean {
+    if (!active?.mesh) return false;
+    const store = useCapacityResultsStore.getState();
+    const results = store.results;
+    if (!results) return false;
+    const run = results.runs.find((r) => r.id === store.activeRunId) ?? results.runs[0];
+    if (!run) return false;
+
+    const keep = new Set<string>();
+    for (const model of run.capacity_models) {
+        for (const elementId of model.element_ids.all ?? []) keep.add(`E${elementId}`);
+    }
+
+    active.capacityIsolationSaved = active.capacityIsolationSaved ?? {};
+    isolateMeshToRanges(active.mesh, keep, "main");
+    if (active.beamSolidMesh) isolateMeshToRanges(active.beamSolidMesh, keep, "beam");
+    requestRender();
+    return true;
+}
+
+function isolateMeshToRanges(mesh: THREE.Mesh, keep: Set<string>, slot: "main" | "beam"): void {
+    if (!(mesh instanceof CustomBatchedMesh) || !active?.capacityIsolationSaved) return;
+    const saved = active.capacityIsolationSaved;
+    // Snapshot the user's pre-isolation hidden ranges once, so toggling off
+    // restores them rather than blindly un-hiding everything.
+    if (saved[slot] === undefined) saved[slot] = new Set(mesh.getHiddenRanges());
+    const baseline = saved[slot]!;
+
+    // Reset to the snapshot baseline, then hide everything outside `keep`.
+    mesh.unhideAllDrawRanges();
+    const toHide: string[] = [];
+    for (const id of mesh.drawRanges.keys()) {
+        if (!keep.has(id) || baseline.has(id)) toHide.push(id);
+    }
+    if (toHide.length) mesh.hideBatchDrawRange(toHide);
+}
+
+/** Show numbered markers (1/2/3) at the stiffener's Section-5 stations.
+ *  ``points`` are [start, mid, end] coordinates in the mesh (SIN) frame; the
+ *  sprites are added as children of the FEA mesh so they share its transform. */
+export function applyCapacityStations(points: number[][] | null | undefined): boolean {
+    clearCapacityStations();
+    if (!active?.mesh || !points || points.length === 0) return false;
+    const group = new THREE.Group();
+    group.name = "capacity-stations";
+    points.slice(0, 3).forEach((p, i) => {
+        if (!p || p.length < 3) return;
+        const sprite = makeStationSprite(String(i + 1), CAPACITY_STATION_COLORS[i] ?? "#38bdf8");
+        sprite.position.set(p[0], p[1], p[2]);
+        sprite.raycast = () => undefined;
+        group.add(sprite);
+    });
+    if (group.children.length === 0) return false;
+    active.mesh.add(group);
+    active.capacityStationsGroup = group;
+    requestRender();
+    return true;
+}
+
+export function clearCapacityStations(): void {
+    if (!active?.capacityStationsGroup) return;
+    const group = active.capacityStationsGroup;
+    group.removeFromParent();
+    group.traverse((obj) => {
+        if (obj instanceof THREE.Sprite) {
+            obj.material.map?.dispose();
+            obj.material.dispose();
+        }
+    });
+    active.capacityStationsGroup = undefined;
+    requestRender();
+}
+
+function makeStationSprite(label: string, color: string): THREE.Sprite {
+    const size = 64;
+    const canvas = document.createElement("canvas");
+    canvas.width = canvas.height = size;
+    const ctx = canvas.getContext("2d") as CanvasRenderingContext2D;
+    ctx.beginPath();
+    ctx.arc(size / 2, size / 2, size / 2 - 5, 0, Math.PI * 2);
+    ctx.fillStyle = color;
+    ctx.fill();
+    ctx.lineWidth = 5;
+    ctx.strokeStyle = "#0f172a";
+    ctx.stroke();
+    ctx.fillStyle = "#0f172a";
+    ctx.font = "bold 40px sans-serif";
+    ctx.textAlign = "center";
+    ctx.textBaseline = "middle";
+    ctx.fillText(label, size / 2, size / 2 + 2);
+
+    const texture = new THREE.CanvasTexture(canvas);
+    texture.minFilter = THREE.LinearFilter;
+    const material = new THREE.SpriteMaterial({
+        map: texture,
+        sizeAttenuation: false,
+        depthTest: false,
+        depthWrite: false,
+        transparent: true,
+    });
+    const sprite = new THREE.Sprite(material);
+    // sizeAttenuation:false → constant screen size; ~5% of viewport height.
+    sprite.scale.set(0.05, 0.05, 1);
+    sprite.renderOrder = 12;
+    return sprite;
+}
+
+/** Undo {@link applyCapacityIsolation}: restore the snapshotted hidden set. */
+export function clearCapacityIsolation(): void {
+    if (!active?.capacityIsolationSaved) return;
+    const saved = active.capacityIsolationSaved;
+    restoreMeshHidden(active.mesh, saved.main);
+    if (active.beamSolidMesh) restoreMeshHidden(active.beamSolidMesh, saved.beam);
+    active.capacityIsolationSaved = undefined;
+    requestRender();
+}
+
+function restoreMeshHidden(mesh: THREE.Mesh | undefined, savedHidden: Set<string> | undefined): void {
+    if (!(mesh instanceof CustomBatchedMesh)) return;
+    mesh.unhideAllDrawRanges();
+    if (savedHidden && savedHidden.size) mesh.hideBatchDrawRange(savedHidden);
+}
+
+export function applyCapacitySelectionHighlight(): void {
+    if (!active?.mesh) return;
+    const store = useCapacityResultsStore.getState();
+    const results = store.results;
+    if (!results) return;
+    const run = results.runs.find((r) => r.id === store.activeRunId) ?? results.runs[0];
+    if (!run) return;
+    if (!store.showDefinitions) {
+        updateCapacitySelectionOverlay(run, null);
+        return;
+    }
+    updateCapacitySelectionOverlay(run, store.selectedModelId);
+}
+
+function clearCapacitySelectionHighlight(): void {
+    disposeCapacitySelectedBoundaryOverlay();
+    applySelectionOverlay(active?.mesh, []);
+    applySelectionOverlay(active?.beamSolidMesh, []);
+}
+
+function paintCapacityEntries(
+    mesh: THREE.Mesh,
+    values: Array<{element_id: number; value: number | null; capacity_model_id?: string}>,
+): boolean {
+    const drawRanges = (mesh as unknown as {
+        drawRanges?: Map<string, [number, number]>;
+    }).drawRanges;
+    if (!drawRanges) return false;
+
+    const overlay = capacityColorOverlayFor(mesh);
+    if (!overlay) return false;
+    const colorAttr = overlay.geometry.getAttribute("color") as THREE.BufferAttribute | undefined;
+    if (!colorAttr) return false;
+    const colors = colorAttr.array as Float32Array;
+    seedNeutralColors(colors);
+    const tmp = new Float32Array(3);
+
+    for (const entry of values) {
+        if (entry.value == null || !isFinite(entry.value)) continue;
+        const dr = drawRanges.get(`E${entry.element_id}`);
+        if (!dr) continue;
+        capacityUfColor(entry.value, tmp);
+        const [vStart, vCount] = dr;
+        for (let i = vStart; i < vStart + vCount; i++) {
+            const off = i * 4;
+            colors[off + 0] = tmp[0];
+            colors[off + 1] = tmp[1];
+            colors[off + 2] = tmp[2];
+            colors[off + 3] = 1.0;
+        }
+    }
+
+    colorAttr.needsUpdate = true;
+    return true;
+}
+
+/** Show or hide the whole-model element-edge wireframe. Used by the capacity
+ *  "Only definitions" view: with isolation on (and "show rest as wireframe"
+ *  off) the wireframe of the non-capacity model would otherwise still draw
+ *  over an otherwise-isolated scene. */
+export function setFeaWireframeVisible(visible: boolean): void {
+    if (active?.feaEdges) {
+        active.feaEdges.visible = visible;
+        requestRender();
+    }
+}
+
+/** Element ids that belong to a capacity model in the active run — the set the
+ *  "Only definitions" view keeps visible. */
+function capacityKeepElementIds(): Set<number> | null {
+    const store = useCapacityResultsStore.getState();
+    if (!store.isolateDefinitions) return null;
+    const results = store.results;
+    const run = results?.runs.find((r) => r.id === store.activeRunId) ?? results?.runs[0];
+    if (!run) return null;
+    const keep = new Set<number>();
+    for (const model of run.capacity_models) {
+        for (const id of model.element_ids.all ?? []) keep.add(id);
+    }
+    return keep;
+}
+
+function capacityColorOverlayFor(mesh: THREE.Mesh): THREE.Mesh | null {
+    if (!active) return null;
+    const isBeam = active.beamSolidMesh === mesh;
+    const keep = capacityKeepElementIds();
+    const wantIsolated = keep !== null;
+    const existing = isBeam ? active.beamSolidCapacityColorOverlay : active.capacityColorOverlay;
+    // Rebuild when the isolation state changed: an isolated overlay collapses
+    // non-capacity faces to zero area, a non-isolated one greys them. Comparing
+    // here (rather than disposing from the isolation toggle) keeps it correct
+    // regardless of React effect ordering.
+    if (existing && existing.userData.capacityIsolated === wantIsolated) return existing;
+    if (existing) disposeCapacityColorOverlay(isBeam ? "beam" : "main");
+
+    const overlay = buildCapacityColorOverlay(mesh, keep);
+    if (!overlay) return null;
+    overlay.userData.capacityIsolated = wantIsolated;
+    mesh.add(overlay);
+    if (isBeam) active.beamSolidCapacityColorOverlay = overlay;
+    else active.capacityColorOverlay = overlay;
+    return overlay;
+}
+
+function buildCapacityColorOverlay(
+    mesh: THREE.Mesh,
+    keepElementIds: Set<number> | null,
+): THREE.Mesh | null {
+    const src = mesh.geometry;
+    const indexAttr = src.getIndex();
+    const posAttr = src.getAttribute("position") as THREE.BufferAttribute | undefined;
+    if (!indexAttr || !posAttr || posAttr.itemSize !== 3) return null;
+
+    const indexArr = indexAttr.array as Uint16Array | Uint32Array;
+    const positions = new Float32Array(indexArr.length * 3);
+    // RGBA vertex colours: alpha 0 (transparent) until a result value paints
+    // the element, so un-valued elements keep the shaded base mesh look.
+    const colors = new Float32Array(indexArr.length * 4);
+    seedNeutralColors(colors);
+    for (let i = 0; i < indexArr.length; i++) {
+        const srcIdx = indexArr[i];
+        const out = i * 3;
+        positions[out + 0] = posAttr.getX(srcIdx);
+        positions[out + 1] = posAttr.getY(srcIdx);
+        positions[out + 2] = posAttr.getZ(srcIdx);
+    }
+
+    const geom = new THREE.BufferGeometry();
+    geom.setAttribute("position", new THREE.BufferAttribute(positions, 3));
+    geom.setAttribute("color", new THREE.BufferAttribute(colors, 4));
+    duplicateMorphPositions(src, geom, indexArr);
+
+    // "Only definitions": collapse every triangle that is not part of a capacity
+    // model to zero area (all three verts coincident, base + morph) so the rest
+    // of the model contributes no grey faces while the capacity panels stay lit.
+    if (keepElementIds) {
+        collapseNonCapacityTriangles(mesh, geom, indexArr, keepElementIds);
+    }
+
+    // Opaque, double-sided, unlit: the UF colour must read identically on both
+    // faces of a shell. With <1 opacity the lit base mesh bleeds through and the
+    // two sides look subtly different; a too-small polygon offset also lets the
+    // coplanar base z-fight through on large models (large coordinates → coarse
+    // depth precision), which shows as colour appearing on only one side. Keep
+    // depthWrite off so the white capacity-boundary lines still layer on top.
+    const mat = new THREE.MeshBasicMaterial({
+        vertexColors: true,
+        side: THREE.DoubleSide,
+        transparent: true,
+        opacity: 1.0,
+        depthTest: true,
+        depthWrite: false,
+        polygonOffset: true,
+        polygonOffsetFactor: -4,
+        polygonOffsetUnits: -16,
+    });
+    const overlay = new THREE.Mesh(geom, mat);
+    overlay.name = "capacity-color-overlay";
+    overlay.renderOrder = 2;
+    overlay.layers.mask = mesh.layers.mask;
+    overlay.raycast = () => undefined;
+    overlay.morphTargetInfluences = mesh.morphTargetInfluences;
+    overlay.morphTargetDictionary = mesh.morphTargetDictionary;
+    return overlay;
+}
+
+function duplicateMorphPositions(
+    source: THREE.BufferGeometry,
+    target: THREE.BufferGeometry,
+    indexArr: Uint16Array | Uint32Array,
+): void {
+    const morphPositions = source.morphAttributes.position as THREE.BufferAttribute[] | undefined;
+    if (!morphPositions?.length) return;
+    target.morphAttributes.position = morphPositions.map((attr) => {
+        const out = new Float32Array(indexArr.length * 3);
+        for (let i = 0; i < indexArr.length; i++) {
+            const srcIdx = indexArr[i];
+            const dst = i * 3;
+            out[dst + 0] = attr.getX(srcIdx);
+            out[dst + 1] = attr.getY(srcIdx);
+            out[dst + 2] = attr.getZ(srcIdx);
+        }
+        return new THREE.BufferAttribute(out, 3);
+    });
+    target.morphTargetsRelative = source.morphTargetsRelative === true;
+}
+
+/** Collapse every overlay triangle whose element is not in ``keepElementIds``
+ *  to zero area, in both the base and morph position buffers, so the "Only
+ *  definitions" view draws no grey faces for the rest of the model while the
+ *  capacity panels keep their UF colours and deform in lockstep. */
+function collapseNonCapacityTriangles(
+    mesh: THREE.Mesh,
+    geom: THREE.BufferGeometry,
+    indexArr: Uint16Array | Uint32Array,
+    keepElementIds: Set<number>,
+): void {
+    const drawRanges = (mesh as unknown as {
+        drawRanges?: Map<string, [number, number]>;
+    }).drawRanges;
+    if (!drawRanges) return;
+
+    // Mark overlay index positions that belong to a kept (capacity) element.
+    const keepIdx = new Uint8Array(indexArr.length);
+    for (const [key, [vStart, vCount]] of drawRanges) {
+        const m = /^E(\d+)$/.exec(key);
+        if (!m || !keepElementIds.has(Number(m[1]))) continue;
+        for (let i = vStart; i < vStart + vCount && i < keepIdx.length; i++) keepIdx[i] = 1;
+    }
+
+    const posAttr = geom.getAttribute("position") as THREE.BufferAttribute;
+    const morphs = (geom.morphAttributes.position ?? []) as THREE.BufferAttribute[];
+    const collapse = (attr: THREE.BufferAttribute, k: number): void => {
+        const x = attr.getX(k);
+        const y = attr.getY(k);
+        const z = attr.getZ(k);
+        attr.setXYZ(k + 1, x, y, z);
+        attr.setXYZ(k + 2, x, y, z);
+    };
+    // Draw ranges are triangle-aligned, so the first vertex of each triangle
+    // tells us whether the whole triangle is kept.
+    for (let k = 0; k + 2 < indexArr.length; k += 3) {
+        if (keepIdx[k]) continue;
+        collapse(posAttr, k);
+        for (const morph of morphs) collapse(morph, k);
+    }
+    posAttr.needsUpdate = true;
+    for (const morph of morphs) morph.needsUpdate = true;
+}
+
+function updateCapacitySelectionOverlay(
+    run: {
+        capacity_models: Array<{
+            id: string;
+            panel_group: string;
+            element_ids: {all?: number[]};
+            stiffeners?: Array<Record<string, unknown>>;
+        }>;
+    },
+    selectedModelId: string | null,
+): void {
+    disposeCapacitySelectedBoundaryOverlay();
+    const rangeIds = selectedModelId
+        ? run.capacity_models
+            .find((model) => model.id === selectedModelId)
+            ?.element_ids.all
+            ?.map((id) => `E${id}`) ?? []
+        : [];
+
+    // Keep capacity selection visually edge-based. The default mesh face
+    // selection color is too close to result colors and can obscure UF plots.
+    applySelectionOverlay(active?.mesh, []);
+    applySelectionOverlay(active?.beamSolidMesh, []);
+
+    if (!selectedModelId || rangeIds.length === 0) return;
+    const selectedModel = run.capacity_models.find((model) => model.id === selectedModelId);
+    if (!selectedModel) return;
+    const overlay = buildCapacityBoundaryOverlay(
+        [selectedModel],
+        0xff1f3d,
+        "capacity-selected-model-boundary",
+        false,
+    );
+    if (overlay && active?.mesh) {
+        active.mesh.add(overlay);
+        active.capacitySelectedBoundaryOverlay = overlay;
+        linkLineMorphToMesh(active.mesh);
+    }
+
+    // When an individual stiffener row is selected within a multi-stiffener
+    // panel, outline that stiffener's own strip (line + tributary plate) in
+    // amber so the specific capacity model under inspection stands out.
+    const selectedResultId = useCapacityResultsStore.getState().selectedResultId;
+    const stiffeners = selectedModel.stiffeners ?? [];
+    const stiffName = selectedResultId?.split("::").pop() ?? null;
+    if (!stiffName || stiffeners.length < 2) return;
+    const stiff = stiffeners.find((s) => String(s.name) === stiffName);
+    if (!stiff) return;
+    const stripIds = [
+        ...(((stiff.element_ids as number[] | undefined) ?? [])),
+        ...(((stiff.tributary_plate_ids as number[] | undefined) ?? [])),
+    ];
+    if (stripIds.length === 0) return;
+    const strip = buildCapacityBoundaryOverlay(
+        [
+            {
+                id: `${selectedModel.id}::${stiffName}`,
+                panel_group: selectedModel.panel_group,
+                element_ids: {all: stripIds},
+            },
+        ],
+        0xffc53d,
+        "capacity-selected-strip-boundary",
+        false,
+    );
+    if (strip && active?.mesh) {
+        active.mesh.add(strip);
+        active.capacitySelectedStripOverlay = strip;
+        linkLineMorphToMesh(active.mesh);
+    }
+}
+
+function applySelectionOverlay(mesh: THREE.Mesh | undefined, rangeIds: string[]): void {
+    const maybeSelectable = mesh as unknown as {
+        updateSelectionGroups?: (rangeIds: string[]) => void;
+    } | undefined;
+    maybeSelectable?.updateSelectionGroups?.(rangeIds);
+}
+
+// Failed-model definition edges (a check raised for this model/case).
+const CAPACITY_FAILED_EDGE_COLOR = 0xef4444;
+
+function rebuildCapacityBoundaryOverlay(
+    models: Array<{id: string; panel_group: string; element_ids: {all?: number[]}}>,
+    failedModelIds?: Set<string>,
+): void {
+    disposeCapacityBoundaryOverlay();
+    const overlay = buildCapacityBoundaryOverlay(
+        models,
+        0xf8fafc,
+        "capacity-model-boundaries",
+        true,
+        failedModelIds,
+    );
+    if (overlay && active?.mesh) {
+        active.mesh.add(overlay);
+        active.capacityBoundaryOverlay = overlay;
+        linkLineMorphToMesh(active.mesh);
+    }
+}
+
+function buildCapacityBoundaryOverlay(
+    models: Array<{id: string; panel_group: string; element_ids: {all?: number[]}}>,
+    color: number,
+    name: string,
+    depthTest: boolean,
+    failedModelIds?: Set<string>,
+): THREE.LineSegments | null {
+    if (!active?.mesh) return null;
+    const mesh = active.mesh;
+    const geometry = mesh.geometry;
+    const indexAttr = geometry.getIndex();
+    const drawRanges = (mesh as unknown as {
+        drawRanges?: Map<string, [number, number]>;
+    }).drawRanges;
+    if (!indexAttr || !drawRanges) return null;
+    const indexArr = indexAttr.array as Uint16Array | Uint32Array;
+    const edgeIndices: number[] = [];
+    // Vertices that belong to a failed model's boundary — painted red.
+    const failedVerts = new Set<number>();
+
+    for (const model of models) {
+        const isFailed = failedModelIds?.has(model.id) ?? false;
+        const edgeCounts = new Map<string, [number, number, number]>();
+        for (const elementId of model.element_ids.all ?? []) {
+            const dr = drawRanges.get(`E${elementId}`);
+            if (!dr) continue;
+            const [vStart, vCount] = dr;
+            for (let i = vStart; i + 2 < vStart + vCount; i += 3) {
+                addBoundaryEdge(edgeCounts, indexArr[i], indexArr[i + 1]);
+                addBoundaryEdge(edgeCounts, indexArr[i + 1], indexArr[i + 2]);
+                addBoundaryEdge(edgeCounts, indexArr[i + 2], indexArr[i]);
+            }
+        }
+        for (const [, [a, b, count]] of edgeCounts) {
+            if (count !== 1) continue;
+            edgeIndices.push(a, b);
+            if (isFailed) {
+                failedVerts.add(a);
+                failedVerts.add(b);
+            }
+        }
+    }
+    if (edgeIndices.length === 0) return null;
+
+    const lineGeom = new THREE.BufferGeometry();
+    lineGeom.setAttribute("position", geometry.attributes.position);
+    lineGeom.setIndex(new THREE.BufferAttribute(new Uint32Array(edgeIndices), 1));
+    const matOpts: THREE.LineBasicMaterialParameters = {
+        color,
+        depthTest,
+        depthWrite: false,
+        transparent: true,
+        opacity: depthTest ? 0.92 : 1.0,
+    };
+    if (failedVerts.size > 0) {
+        // Per-vertex colours so failed models read red while the rest stay the
+        // normal boundary colour, all within one morph-linked LineSegments.
+        const posCount = (geometry.attributes.position as THREE.BufferAttribute).count;
+        const colors = new Float32Array(posCount * 3);
+        const base = new THREE.Color(color);
+        for (let i = 0; i < posCount; i++) {
+            colors[i * 3 + 0] = base.r;
+            colors[i * 3 + 1] = base.g;
+            colors[i * 3 + 2] = base.b;
+        }
+        const red = new THREE.Color(CAPACITY_FAILED_EDGE_COLOR);
+        for (const v of failedVerts) {
+            colors[v * 3 + 0] = red.r;
+            colors[v * 3 + 1] = red.g;
+            colors[v * 3 + 2] = red.b;
+        }
+        lineGeom.setAttribute("color", new THREE.BufferAttribute(colors, 3));
+        matOpts.vertexColors = true;
+        matOpts.color = 0xffffff; // let the per-vertex colour show through
+    }
+    const lineMat = new THREE.LineBasicMaterial(matOpts);
+    const overlay = new THREE.LineSegments(lineGeom, lineMat);
+    overlay.name = name;
+    overlay.layers.mask = mesh.layers.mask;
+    overlay.renderOrder = depthTest ? 3 : 6;
+    return overlay;
+}
+
+function disposeCapacityBoundaryOverlay(): void {
+    if (!active?.capacityBoundaryOverlay) return;
+    active.capacityBoundaryOverlay.removeFromParent();
+    active.capacityBoundaryOverlay.geometry.dispose();
+    const material = active.capacityBoundaryOverlay.material;
+    if (Array.isArray(material)) material.forEach((m) => m.dispose());
+    else material.dispose();
+    active.capacityBoundaryOverlay = undefined;
+}
+
+function disposeCapacitySelectedBoundaryOverlay(): void {
+    for (const key of ["capacitySelectedBoundaryOverlay", "capacitySelectedStripOverlay"] as const) {
+        const overlay = active?.[key];
+        if (!overlay) continue;
+        overlay.removeFromParent();
+        overlay.geometry.dispose();
+        const material = overlay.material;
+        if (Array.isArray(material)) material.forEach((m) => m.dispose());
+        else material.dispose();
+        active![key] = undefined;
+    }
+}
+
+function disposeCapacityColorOverlay(which: "main" | "beam"): void {
+    if (!active) return;
+    const overlay = which === "main" ? active.capacityColorOverlay : active.beamSolidCapacityColorOverlay;
+    if (!overlay) return;
+    overlay.removeFromParent();
+    overlay.geometry.dispose();
+    const material = overlay.material;
+    if (Array.isArray(material)) material.forEach((m) => m.dispose());
+    else material.dispose();
+    if (which === "main") active.capacityColorOverlay = undefined;
+    else active.beamSolidCapacityColorOverlay = undefined;
+}
+
+function addBoundaryEdge(
+    edgeCounts: Map<string, [number, number, number]>,
+    a: number,
+    b: number,
+): void {
+    const lo = Math.min(a, b);
+    const hi = Math.max(a, b);
+    const key = `${lo}:${hi}`;
+    const prev = edgeCounts.get(key);
+    if (prev) prev[2] += 1;
+    else edgeCounts.set(key, [lo, hi, 1]);
+}
+
+/** Seed the RGBA capacity colour buffer fully transparent: elements without a
+ *  result value contribute nothing, so the normally-shaded base mesh shows
+ *  through instead of a flat unlit grey. */
+function seedNeutralColors(colors: Float32Array): void {
+    colors.fill(0);
+}
+
+// Genie "UfTot" discrete colour bands (no gradient between them) — sampled from
+// .local/reference/genie_uf_color_scheme/genie_uf_color_scheme.png. Thresholds at
+// 0.2 / 0.4 / 0.6 / 0.8 / 1.0. RGB in 0..1.
+const CAPACITY_UF_BANDS: ReadonlyArray<readonly [number, readonly [number, number, number]]> = [
+    [1.0, [1.0, 0.0, 0.0]], // >= 1.0  #FF0000 red
+    [0.8, [1.0, 0.6431, 0.0]], // >= 0.8  #FFA400 orange
+    [0.6, [1.0, 1.0, 0.0]], // >= 0.6  #FFFF00 yellow
+    [0.4, [0.0, 0.498, 0.0]], // >= 0.4  #007F00 green
+    [0.2, [0.0, 1.0, 1.0]], // >= 0.2  #00FFFF cyan
+    [0.0, [0.0, 0.7451, 1.0]], // <  0.2  #00BEFF light blue
+];
+
+function capacityUfColor(value: number, out: Float32Array): void {
+    const band = CAPACITY_UF_BANDS.find(([threshold]) => value >= threshold);
+    const [r, g, b] = (band ?? CAPACITY_UF_BANDS[CAPACITY_UF_BANDS.length - 1])[1];
+    out[0] = r;
+    out[1] = g;
+    out[2] = b;
+}
+
 /** Load the mesh GLB, fetch the chosen field's blob, and apply the
  * (component, step) selection. Subsequent calls for the same source
  * + field skip the network and just swap the step. */
@@ -705,7 +1943,13 @@ export async function load_fea_streaming(args: {
         if (!mesh) throw new Error("loaded GLB has no mesh");
         const basePositions = snapshotBasePositions(mesh.geometry);
 
-        active = {sourceName, manifest, mesh, basePositions};
+        active = {
+            sourceName,
+            manifest,
+            mesh,
+            basePositions,
+            capacityFetch: {fetcher, rangeFetcher, cacheKey},
+        };
         // Material flags (vertexColors + morphTargets) are flipped on
         // inside applyFieldToMesh so they cover both the array-typed
         // material that prepareLoadedModel installs on
@@ -850,6 +2094,7 @@ export async function load_fea_streaming(args: {
                     // first applyFieldToMesh call below seeds the
                     // morph attribute — see linkLineMorphToMesh.
                     mesh.add(segments);
+                    if (active) active.feaEdges = segments;
                 }
             } catch (err) {
                 // Wireframe overlay is decorative — log and continue
@@ -863,6 +2108,12 @@ export async function load_fea_streaming(args: {
     stage("loading field data", 0.55);
     throwIfAborted();
 
+    // Load capacity results after any model replacement. replace_model()
+    // clears the active FEA session, including the capacity store; loading
+    // the sidecar before that would make the Capacity panel disappear even
+    // though the sidecar request succeeded.
+    await loadCapacityResultsIfPresent(fetcher, scope, sourceName, manifest);
+
     // Resolve the warp source. The picked field drives colour
     // regardless; warp depends on category:
     //   * displacement → warp by self (legacy behaviour).
diff --git a/src/frontend/version-plugin.ts b/src/frontend/version-plugin.ts
index b05a85eb4..55365a72b 100644
--- a/src/frontend/version-plugin.ts
+++ b/src/frontend/version-plugin.ts
@@ -1,6 +1,8 @@
 import {execSync} from "child_process";
 import type {Plugin} from "vite";
 
+import {CAPACITY_RESULTS_VERSION} from "./src/services/capacityResultsVersion";
+
 // Replace the <!--UNIQUE_VERSION_PLACEHOLDER--> in index.html with the build id + frontend git
 // sha, for EVERY vite config (default / serve / embed). The cloud viewer builds via
 // vite.config.serve.ts, which doesn't run embed-script.cjs — so without this the hosted viewer
@@ -32,10 +34,15 @@ export function versionInjectPlugin(): Plugin {
                 sha = env ? env.slice(0, 8) : "";
             }
             const ts = Date.now();
-            return html.replace(
-                /<!--UNIQUE_VERSION_PLACEHOLDER-->/g,
-                `<script>window.UNIQUE_VERSION_ID = ${ts}; window.FRONTEND_SHA = ${JSON.stringify(sha)};</script>`,
-            );
+            return html
+                .replace(
+                    /<!--CAPACITY_RESULTS_VERSION_PLACEHOLDER-->/g,
+                    `<meta name="ada-capacity-results-version" content="${CAPACITY_RESULTS_VERSION}">`,
+                )
+                .replace(
+                    /<!--UNIQUE_VERSION_PLACEHOLDER-->/g,
+                    `<script>window.UNIQUE_VERSION_ID = ${ts}; window.FRONTEND_SHA = ${JSON.stringify(sha)};</script>`,
+                );
         },
     };
 }
diff --git a/src/jupyter_widget/package-lock.json b/src/jupyter_widget/package-lock.json
new file mode 100644
index 000000000..1b2adc25f
--- /dev/null
+++ b/src/jupyter_widget/package-lock.json
@@ -0,0 +1,6925 @@
+{
+    "name": "adapy_viewer_widget",
+    "version": "0.1.0",
+    "lockfileVersion": 3,
+    "requires": true,
+    "packages": {
+        "": {
+            "name": "adapy_viewer_widget",
+            "version": "0.1.0",
+            "license": "BSD-3-Clause",
+            "dependencies": {
+                "@jupyterlab/application": "^4.0.0"
+            },
+            "devDependencies": {
+                "@jupyterlab/builder": "^4.0.0",
+                "@types/json-schema": "^7.0.11",
+                "@types/react": "^18.0.26",
+                "@types/react-addons-linked-state-mixin": "^0.14.22",
+                "@typescript-eslint/eslint-plugin": "^6.1.0",
+                "@typescript-eslint/parser": "^6.1.0",
+                "css-loader": "^6.7.1",
+                "eslint": "^8.36.0",
+                "eslint-config-prettier": "^8.8.0",
+                "eslint-plugin-prettier": "^5.0.0",
+                "npm-run-all2": "^7.0.1",
+                "prettier": "^3.0.0",
+                "rimraf": "^5.0.1",
+                "source-map-loader": "^1.0.2",
+                "style-loader": "^3.3.1",
+                "stylelint": "^15.10.1",
+                "stylelint-config-recommended": "^13.0.0",
+                "stylelint-config-standard": "^34.0.0",
+                "stylelint-csstree-validator": "^3.0.0",
+                "stylelint-prettier": "^4.0.0",
+                "typescript": "~5.0.2",
+                "yjs": "^13.5.0"
+            }
+        },
+        "node_modules/@babel/code-frame": {
+            "version": "7.29.7",
+            "resolved": "https://registry.npmjs.org/@babel/code-frame/-/code-frame-7.29.7.tgz",
+            "integrity": "sha512-Aup7aUOfpbAUg2ROOJN6Iw5f9DMBlzu0mIkm/malLQFN/YQgO48wCj0Kxa3sEHJvPVFg7siR+qRInwXd2qhQKw==",
+            "dev": true,
+            "license": "MIT",
+            "dependencies": {
+                "@babel/helper-validator-identifier": "^7.29.7",
+                "js-tokens": "^4.0.0",
+                "picocolors": "^1.1.1"
+            },
+            "engines": {
+                "node": ">=6.9.0"
+            }
+        },
+        "node_modules/@babel/helper-validator-identifier": {
+            "version": "7.29.7",
+            "resolved": "https://registry.npmjs.org/@babel/helper-validator-identifier/-/helper-validator-identifier-7.29.7.tgz",
+            "integrity": "sha512-qehxGkRj55h/ff8EMaJ+cYhyaKlHIxqYDn682wQD7RNp9UujOQsHog2uS0r2vzr4pW+sXf90NeeayjcNaX3fFg==",
+            "dev": true,
+            "license": "MIT",
+            "engines": {
+                "node": ">=6.9.0"
+            }
+        },
+        "node_modules/@codemirror/state": {
+            "version": "6.6.0",
+            "resolved": "https://registry.npmjs.org/@codemirror/state/-/state-6.6.0.tgz",
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+            "license": "MIT",
+            "dependencies": {
+                "@marijn/find-cluster-break": "^1.0.0"
+            }
+        },
+        "node_modules/@csstools/css-parser-algorithms": {
+            "version": "2.7.1",
+            "resolved": "https://registry.npmjs.org/@csstools/css-parser-algorithms/-/css-parser-algorithms-2.7.1.tgz",
+            "integrity": "sha512-2SJS42gxmACHgikc1WGesXLIT8d/q2l0UFM7TaEeIzdFCE/FPMtTiizcPGGJtlPo2xuQzY09OhrLTzRxqJqwGw==",
+            "dev": true,
+            "funding": [
+                {
+                    "type": "github",
+                    "url": "https://github.com/sponsors/csstools"
+                },
+                {
+                    "type": "opencollective",
+                    "url": "https://opencollective.com/csstools"
+                }
+            ],
+            "license": "MIT",
+            "peer": true,
+            "engines": {
+                "node": "^14 || ^16 || >=18"
+            },
+            "peerDependencies": {
+                "@csstools/css-tokenizer": "^2.4.1"
+            }
+        },
+        "node_modules/@csstools/css-tokenizer": {
+            "version": "2.4.1",
+            "resolved": "https://registry.npmjs.org/@csstools/css-tokenizer/-/css-tokenizer-2.4.1.tgz",
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+            "dev": true,
+            "funding": [
+                {
+                    "type": "github",
+                    "url": "https://github.com/sponsors/csstools"
+                },
+                {
+                    "type": "opencollective",
+                    "url": "https://opencollective.com/csstools"
+                }
+            ],
+            "license": "MIT",
+            "peer": true,
+            "engines": {
+                "node": "^14 || ^16 || >=18"
+            }
+        },
+        "node_modules/@csstools/media-query-list-parser": {
+            "version": "2.1.13",
+            "resolved": "https://registry.npmjs.org/@csstools/media-query-list-parser/-/media-query-list-parser-2.1.13.tgz",
+            "integrity": "sha512-XaHr+16KRU9Gf8XLi3q8kDlI18d5vzKSKCY510Vrtc9iNR0NJzbY9hhTmwhzYZj/ZwGL4VmB3TA9hJW0Um2qFA==",
+            "dev": true,
+            "funding": [
+                {
+                    "type": "github",
+                    "url": "https://github.com/sponsors/csstools"
+                },
+                {
+                    "type": "opencollective",
+                    "url": "https://opencollective.com/csstools"
+                }
+            ],
+            "license": "MIT",
+            "engines": {
+                "node": "^14 || ^16 || >=18"
+            },
+            "peerDependencies": {
+                "@csstools/css-parser-algorithms": "^2.7.1",
+                "@csstools/css-tokenizer": "^2.4.1"
+            }
+        },
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+            "dev": true,
+            "license": "MIT",
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+            }
+        },
+        "node_modules/@eslint-community/eslint-utils": {
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+            "license": "MIT",
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+                "debug": "^4.3.2",
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+                "globals": "^13.19.0",
+                "ignore": "^5.2.0",
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+            "license": "Apache-2.0",
+            "engines": {
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+            },
+            "funding": {
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+        "node_modules/@humanwhocodes/object-schema": {
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+            "deprecated": "Use @eslint/object-schema instead",
+            "dev": true,
+            "license": "BSD-3-Clause"
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+        "node_modules/@isaacs/cliui": {
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diff --git a/tests/core/fem/capacity/__init__.py b/tests/core/fem/capacity/__init__.py
new file mode 100644
index 000000000..e69de29bb
diff --git a/tests/core/fem/capacity/test_capacity_manager.py b/tests/core/fem/capacity/test_capacity_manager.py
new file mode 100644
index 000000000..804d7a5b7
--- /dev/null
+++ b/tests/core/fem/capacity/test_capacity_manager.py
@@ -0,0 +1,694 @@
+"""Tests for the capacity manager (DNV-RP-C201 capacity-model reconstruction).
+
+These validate against the matched Mini-topside reference dataset that lives in
+the sibling ``codecheck`` repo (licensed; not vendored here), so every test
+skips when the reference is absent. Set ``CODECHECK_REFERENCE_DIR`` to the
+codecheck ``.local/reference`` directory.
+
+Validated gates:
+* geometry (thickness / length / width) of every plate field matches Genie's
+  ``model.json``;
+* resolved transverse-membrane and shear design stresses match Genie's
+  ``*__CriteriaResults.json`` for (almost) every (result case, stiffener).
+"""
+
+from __future__ import annotations
+
+import glob
+import json
+import os
+import pathlib
+import re
+
+import pytest
+
+_DEFAULT_REFERENCE_DIR = pathlib.Path(__file__).resolve().parents[5] / "codecheck" / ".local" / "reference"
+REFERENCE_DIR = pathlib.Path(os.environ.get("CODECHECK_REFERENCE_DIR", _DEFAULT_REFERENCE_DIR))
+REF = REFERENCE_DIR / "example_mini_topside_codecheck" / "temp" / "Assembly"
+SIN = REF / "Analysis_pm" / "20260617_122105_R1.SIN"
+MODEL_JSON = REF / "Cc2.run1" / "model.json"
+
+pytestmark = pytest.mark.skipif(
+    not (SIN.exists() and MODEL_JSON.exists()),
+    reason=f"Mini-topside capacity reference not found under {REF}",
+)
+
+# A second, richer reference: the (partially completed) codecheck2 Genie run
+# covers the full double bottom — girders in two directions — where Genie merges
+# the per-cell concept fields into full-width stiffened panels. It exercises the
+# geometric merge that the small codecheck1 reference does not.
+REF2 = REFERENCE_DIR / "example_mini_topside_codecheck2" / "temp" / "Assembly"
+SIN2 = REF2 / "Analysis_pm" / "20260620_150626_R1.SIN"
+MODEL_JSON2 = REF2 / "Cc2.run1" / "model.json"
+ref2 = pytest.mark.skipif(
+    not (SIN2.exists() and MODEL_JSON2.exists()),
+    reason=f"Mini-topside capacity reference (codecheck2) not found under {REF2}",
+)
+
+_STIFF_RE = re.compile(r"Stiffener \(Name/Id\): \(([^/]+?) / \d+\)")
+
+
+@pytest.fixture(scope="module")
+def manager():
+    from ada.fem.capacity import CapacityManager, ModelJsonSource
+
+    return CapacityManager.from_sin(SIN, ModelJsonSource(MODEL_JSON))
+
+
+@pytest.fixture(scope="module")
+def genie_variables():
+    out = {}
+    for f in glob.glob(str(REF / "Cc2.run1" / "SesamCore_RUN1_panelGroup_*__CriteriaResults.json")):
+        for rc in json.loads(pathlib.Path(f).read_text()):
+            case = int(rc["ResultCase"])
+            for rule in rc.get("Results", []):
+                for cr in rule.get("CriteriaResults", []):
+                    m = _STIFF_RE.search(cr.get("EntityReference", ""))
+                    if m:
+                        out[(case, m.group(1).strip())] = (cr.get("Variables", {}), cr.get("VariableVectors", {}))
+    return out
+
+
+def test_identifies_all_panel_groups(manager):
+    models = manager.capacity_models()
+    genie = json.loads(MODEL_JSON.read_text())
+    assert len(models) == len(genie["BucklingModels"]) == 10
+    assert {m.name for m in models} == {bm["Name"] for bm in genie["BucklingModels"]}
+
+
+def test_plate_geometry_matches_model_json(manager):
+    models = manager.capacity_models()
+    genie = {bm["Name"]: bm for bm in json.loads(MODEL_JSON.read_text())["BucklingModels"]}
+    checked = 0
+    for m in models:
+        gplates = {p["Name"]: p["Geometry"] for p in genie[m.name]["Plates"]}
+        for p in m.plates:
+            g = gplates[p.name]
+            assert p.thickness == pytest.approx(g["Thickness"], abs=1e-4)
+            assert p.length == pytest.approx(g["Length"], rel=1e-3, abs=1e-4)
+            assert p.width == pytest.approx(g["Width"], rel=1e-3, abs=1e-4)
+            checked += 1
+    assert checked > 30
+
+
+def test_stiffener_span_matches_plate_length(manager):
+    models = manager.capacity_models()
+    genie = {bm["Name"]: bm for bm in json.loads(MODEL_JSON.read_text())["BucklingModels"]}
+    for m in models:
+        ref_span = genie[m.name]["Plates"][0]["Geometry"]["Length"]
+        for s in m.stiffeners:
+            assert s.span == pytest.approx(ref_span, rel=1e-3, abs=1e-4)
+
+
+def test_dominant_flange_picks_real_flange_of_genie_t_girder():
+    """Genie models a T-girder as an unsymmetrical I with a dummy flange
+    (width == tw, token thickness); the real flange can sit in either slot.
+    Reference: TG850x300x16x20 arrived as top 16 x 0.1 mm / bottom 300 x 20 mm
+    and was checked with the dummy (UF 8.13 from a near-zero flange)."""
+    from ada.fem.capacity.model import dominant_flange
+
+    # real flange in the bottom slot (the TG850x300x16x20 case)
+    assert dominant_flange(0.016, (0.016, 0.0001), (0.3, 0.02)) == (0.3, 0.02)
+    # real flange in the top slot
+    assert dominant_flange(0.016, (0.3, 0.02), (0.016, 0.0001)) == (0.3, 0.02)
+    # true unsymmetrical I: the larger flange governs
+    assert dominant_flange(0.012, (0.2, 0.02), (0.15, 0.015)) == (0.2, 0.02)
+    # no real flange at all (flat bar idealization)
+    assert dominant_flange(0.016, (0.016, 0.0001), (None, None)) == (0.0, 0.0)
+    # plain T stored top-only (legacy single-flange path still works)
+    assert dominant_flange(0.012, (0.12, 0.016)) == (0.12, 0.016)
+
+
+def test_glsec_sections_parse_as_angular_from_sin():
+    from ada.fem.formats.sesam.results.read_sin import read_sin_file
+    from ada.sections.categories import BaseTypes
+
+    sec = read_sin_file(SIN).mesh.sections[3]
+    assert sec.type == BaseTypes.ANGULAR
+    assert sec.h == pytest.approx(0.22)
+    assert sec.t_w == pytest.approx(0.01)
+    assert sec.w_top == pytest.approx(0.041)
+    assert sec.t_ftop == pytest.approx(0.02505)
+
+
+def test_sin_source_builds_mini_grid_x100_capacity_models_like_genie():
+    from ada.fem.capacity import CapacityManager, SinSource
+
+    native = {
+        model.name: model
+        for model in CapacityManager.from_sin(SIN, SinSource(group="Mini_grid_x100")).capacity_models()
+    }
+    genie = json.loads(MODEL_JSON.read_text())
+    genie_models = {model["Name"]: model for model in genie["BucklingModels"]}
+
+    assert set(native) == set(genie_models)
+    for name, model in native.items():
+        ref = genie_models[name]
+        native_stiffeners = sorted((s.name, tuple(int(e) for e in s.element_ids)) for s in model.stiffeners)
+        genie_stiffeners = sorted(
+            (stiffener["Name"], tuple(int(e) for e in stiffener["FiniteElements"])) for stiffener in ref["Stiffeners"]
+        )
+        native_plates = sorted(tuple(int(e) for e in plate.element_ids) for plate in model.plates)
+        genie_plates = sorted(tuple(int(e) for e in plate["FiniteElements"]) for plate in ref["Plates"])
+        assert native_stiffeners == genie_stiffeners
+        assert native_plates == genie_plates
+
+
+def test_sin_source_scopes_area_set_to_capacity_grid_like_genie():
+    from ada.fem.capacity import CapacityManager, SinSource
+
+    native = CapacityManager.from_sin(SIN, SinSource(group="Mini_area_dbl_btm")).capacity_models()
+
+    assert {model.name for model in native} == {
+        "panelGroup(Mini_dbl_btm_f0_i1_j1)",
+        "panelGroup(Mini_dbl_btm_f0_i2_j1)",
+        "panelGroup(Mini_dbl_btm_f0_i3_j1)",
+        "panelGroup(Mini_dbl_btm_f0_i4_j1)",
+    }
+    assert sum(len(model.stiffeners) for model in native) == 12
+
+
+def test_mini_group_scopes_the_whole_model():
+    """The top-level ``Mini`` set spans the whole model, so scoping to it must
+    match the unscoped run.
+
+    Regression for the SIN set reader: a large/mixed set is written as several
+    ``GSETMEMB`` records sharing one set id (and may mix node + element records).
+    Keying by set id alone kept only the last record, so ``Mini`` resolved to a
+    fraction of its elements and the check covered only part of the structure.
+    """
+    from ada.fem.capacity import CapacityManager, SinSource
+    from ada.fem.formats.sesam.results.read_sin import read_sin_file
+
+    mesh = read_sin_file(SIN, step=1).mesh
+    mini_members = SinSource._set_members(mesh, "Mini")
+    n_elements = sum(len(block.identifiers) for block in mesh.elements)
+    assert len(mini_members) == n_elements  # every element, not just the last record's chunk
+
+    whole = {m.name for m in CapacityManager.from_sin(SIN, SinSource()).capacity_models()}
+    scoped = {m.name for m in CapacityManager.from_sin(SIN, SinSource(group="Mini")).capacity_models()}
+    assert scoped == whole
+    assert len(whole) > 50  # the full Mini model, not a partial scope
+
+
+def test_sin_source_full_mini_models_are_unique_rectangular_panels():
+    import numpy as np
+
+    from ada.fem.capacity import CapacityManager, SinSource
+
+    manager = CapacityManager.from_sin(SIN, SinSource())
+    models = manager.capacity_models()
+
+    owners: dict[int, str] = {}
+    for model in models:
+        for plate in model.plates:
+            for element_id in plate.element_ids:
+                assert (
+                    element_id not in owners
+                ), f"shell element {element_id} belongs to both {owners[element_id]} and {model.name}"
+                owners[element_id] = model.name
+
+    # The geometric merge fuses the per-cell concept fields into maximal
+    # rectangular stiffened panels (Genie-style), so there are far fewer, larger
+    # panels than the ~153 atomic cells — without dropping any stiffener and
+    # while every panel stays a unique, rectangular plate field.
+    unmerged = CapacityManager.from_sin(SIN, SinSource(merge_panels=False)).capacity_models()
+    assert len(models) < len(unmerged)
+    assert 50 <= len(models) < 150
+    assert sum(len(model.stiffeners) for model in models) == sum(len(model.stiffeners) for model in unmerged)
+    assert sum(len(model.stiffeners) for model in models) >= 650
+    assert owners
+    for model in models:
+        plate_ids = [element_id for plate in model.plates for element_id in plate.element_ids]
+        beam_ids = [element_id for stiffener in model.stiffeners for element_id in stiffener.element_ids]
+        assert _plate_field_area_ratio(manager.mesh, plate_ids, beam_ids, np) >= 0.95
+
+
+def test_sin_source_filters_primary_girders_by_secondary_concept_profile():
+    from ada.fem.capacity import SinSource
+    from ada.fem.capacity.extract import AuxRecords, geono_of
+    from ada.fem.formats.sesam.results.read_sin import read_sin_file
+
+    mesh = read_sin_file(SIN).mesh
+    aux = AuxRecords.from_sin(SIN)
+
+    raw = SinSource(group="Mini_grid_x100", classify_secondary=False).groups(mesh, aux)
+    classified = SinSource(group="Mini_grid_x100").groups(mesh, aux)
+
+    raw_stiffeners = [s for model in raw for s in model.stiffeners]
+    kept_stiffeners = [s for model in classified for s in model.stiffeners]
+    raw_geonos = {geono_of(mesh, s.element_ids[0]) for s in raw_stiffeners}
+    kept_geonos = {geono_of(mesh, s.element_ids[0]) for s in kept_stiffeners}
+
+    assert 5 in raw_geonos  # TG600 primary girders are candidates before classification.
+    assert kept_geonos == {3}  # HP220 secondary stiffener profile.
+    assert len(kept_stiffeners) == 54
+    assert any("_gbm" in s.name for s in kept_stiffeners)
+
+
+def test_genie_mirror_roundtrips(manager, tmp_path):
+    out = tmp_path / "mirror.json"
+    manager.to_genie_json(out)
+    data = json.loads(out.read_text())
+    assert len(data["BucklingModels"]) == 10
+
+
+# Panel groups whose plate fields are a single shell element each — the
+# resolution is exact here. Multi-element fields (the ``west_main`` groups) need
+# the tributary/along-span refinement still under calibration (see
+# stress_resolve module docstring), so they're reported but not asserted exact.
+_SINGLE_ELEMENT_GROUPS = ("dbl_btm", "west_small")
+
+
+def _is_single_element_group(name: str) -> bool:
+    return any(tag in name for tag in _SINGLE_ELEMENT_GROUPS)
+
+
+def test_transverse_and_shear_match_genie(manager, genie_variables):
+    """Resolved transverse-membrane and shear stresses match Genie's.
+
+    Asserts on the *median* relative error over non-trivial values: the membrane
+    resolution is fundamentally exact, while a tail of (case, stiffener) pairs
+    where Genie reports the same stiffener under several connections with
+    different tributaries is not yet disambiguated (a per-connection refinement,
+    see stress_resolve module docstring). The median is robust to that tail.
+    """
+    import statistics
+
+    resolved = manager.resolve_cases()
+    matched = 0
+    trans_rel: list[float] = []
+    shear_rel: list[float] = []
+    for rc in resolved:
+        g = genie_variables.get((rc.result_case, rc.stiffener))
+        if g is None:
+            continue
+        matched += 1
+        gv, gvec = g
+        gtrans = gvec.get("AverageTransverseMembraneStresses")
+        if gtrans and abs(gtrans[1]) > 1.0:  # skip ~0 references
+            trans_rel.append(abs(rc.variables["SigmaYSd"] - gtrans[1]) / abs(gtrans[1]))
+        gtau = gv.get("TauSd", 0.0)
+        if abs(gtau) > 1.0:
+            shear_rel.append(abs(rc.variables["TauSd"] - gtau) / abs(gtau))
+
+    assert matched == 540
+    assert len(trans_rel) > 400 and len(shear_rel) > 400
+    # Median relative error is at the float-noise floor → the resolution matches.
+    assert statistics.median(trans_rel) < 1e-4
+    assert statistics.median(shear_rel) < 1e-4
+
+
+def test_rdpoints_sampling_matches_genie_longitudinal_and_transverse_ends(manager, genie_variables):
+    """RDPOINTS-coordinate sampling closes the single-connection stress residuals.
+
+    The remaining tail is concentrated in the midpoint field average for a few
+    irregular plate fields, so assert the calibrated median plus per-vector
+    within-2% fractions.
+    """
+    import statistics
+
+    resolved = manager.resolve_cases()
+    trans_start_rel: list[float] = []
+    trans_end_rel: list[float] = []
+    long_rel: list[float] = []
+    axial_rel: list[float] = []
+    for rc in resolved:
+        g = genie_variables.get((rc.result_case, rc.stiffener))
+        if g is None:
+            continue
+        _gv, gvec = g
+        ours_t = rc.vectors.get("AverageTransverseMembraneStresses", [])
+        genie_t = gvec.get("AverageTransverseMembraneStresses", [])
+        if len(ours_t) == 3 and len(genie_t) == 3:
+            if abs(genie_t[0]) > 1.0:
+                trans_start_rel.append(abs(ours_t[0] - genie_t[0]) / abs(genie_t[0]))
+            if abs(genie_t[2]) > 1.0:
+                trans_end_rel.append(abs(ours_t[2] - genie_t[2]) / abs(genie_t[2]))
+
+        ours_l = rc.vectors.get("AverageLongitudinalMembraneStresses", [])
+        genie_l = gvec.get("AverageLongitudinalMembraneStresses", [])
+        if len(ours_l) == 3 and len(genie_l) == 3 and abs(genie_l[1]) > 1.0:
+            long_rel.append(abs(ours_l[1] - genie_l[1]) / abs(genie_l[1]))
+
+        ours_a = rc.vectors.get("AxialLoads", [])
+        genie_a = gvec.get("AxialLoads", [])
+        if len(ours_a) == 3 and len(genie_a) == 3 and abs(genie_a[1]) > 1.0:
+            axial_rel.append(abs(ours_a[1] - genie_a[1]) / abs(genie_a[1]))
+
+    thresholds = (
+        (trans_start_rel, 0.98),
+        (trans_end_rel, 0.94),
+        (long_rel, 0.90),
+        (axial_rel, 0.90),
+    )
+    for residuals, within2 in thresholds:
+        assert len(residuals) > 400
+        assert statistics.median(residuals) < 1e-3
+        assert sum(r <= 0.02 for r in residuals) / len(residuals) > within2
+
+
+def test_irregular_plate_field_sampling_matches_genie_tail(manager, genie_variables):
+    """Triangular/split adjacent fields use RDPOINTS transforms and full fields."""
+    resolved = {(rc.result_case, rc.stiffener): rc for rc in manager.resolve_cases([4, 10])}
+
+    transformed = resolved[(4, "Stiffener_Mini_west_main_f0_i1_j1_sbm1")]
+    _gv, gvec = genie_variables[(4, transformed.stiffener)]
+    assert transformed.vectors["AverageTransverseMembraneStresses"][0] == pytest.approx(
+        gvec["AverageTransverseMembraneStresses"][0], rel=5e-4
+    )
+    assert transformed.vectors["AverageShearStresses"][2] == pytest.approx(gvec["AverageShearStresses"][2], rel=5e-4)
+
+    split_field = resolved[(10, "Stiffener_Mini_west_main_f0_i2_j2_sbm5")]
+    _gv, gvec = genie_variables[(10, split_field.stiffener)]
+    assert split_field.vectors["AverageTransverseMembraneStresses"][2] == pytest.approx(
+        gvec["AverageTransverseMembraneStresses"][2], rel=5e-4
+    )
+    assert split_field.vectors["AverageShearStresses"][2] == pytest.approx(gvec["AverageShearStresses"][2], rel=5e-4)
+
+
+def test_axial_loads_preserve_section_5_positions(manager):
+    """AxialLoads is a Section-5 three-position resultant, not a repeated scalar."""
+    resolved = manager.resolve_cases()
+    non_uniform = [
+        rc.vectors["AxialLoads"]
+        for rc in resolved
+        if "AxialLoads" in rc.vectors and max(rc.vectors["AxialLoads"]) - min(rc.vectors["AxialLoads"]) > 1e-6
+    ]
+
+    assert non_uniform
+
+
+def test_plate_axial_force_matches_membrane_stress_times_tributary(manager):
+    """eq (5.1) plate part: ``AxialLoadsPlate == sigma_x * t * s`` with the SAME
+    tributary ``(t, s)`` the capacity check consumes (``model.plates[0]``).
+
+    A mismatch means the stress resolver integrated the plate axial force over a
+    different plate than the check applies it to — the wrong-tributary /
+    heterogeneous-panel bug, where a stiffener's force was integrated over (e.g.)
+    a 40 mm / double-spacing plate while the check used the panel's 10 mm / single
+    spacing, inflating N_Sd and the beam-column UF several-fold.
+    """
+    models = {(m.id or m.name): m for m in manager.capacity_models()}
+    checked = 0
+    for rc in manager.resolve_cases():
+        n_plate = rc.vectors.get("AxialLoadsPlate")
+        sigma = rc.vectors.get("AverageLongitudinalMembraneStresses")
+        model = models.get(rc.capacity_model_id)
+        if not n_plate or not sigma or model is None or not model.plates:
+            continue
+        ts = model.plates[0].thickness * model.plates[0].width
+        for n, s in zip(n_plate, sigma):
+            assert n == pytest.approx(s * ts, rel=1e-6, abs=1.0)
+            checked += 1
+    assert checked > 0
+
+
+def test_axial_stress_scalars_are_emitted_from_resolved_compression_force(manager):
+    """RP scalar inputs carry the resolved axial stress, not an absent/zero value."""
+    from ada.fem.capacity.stress_resolve import _section_area_and_centroid
+
+    models = {(m.id or m.name): m for m in manager.capacity_models()}
+    checked = 0
+    for rc in manager.resolve_cases():
+        model = models.get(rc.capacity_model_id)
+        if model is None or not model.plates:
+            continue
+        section_area, _centroid = _section_area_and_centroid(model.stiffener(rc.stiffener).section)
+        area = model.plates[0].thickness * model.plates[0].width + section_area
+        expected = rc.variables["Nsd"] / area if area else 0.0
+        assert rc.variables["SigmaXSd"] == pytest.approx(expected, rel=1e-12, abs=1e-9)
+        assert rc.variables["SigmaXSd1"] == pytest.approx(expected, rel=1e-12, abs=1e-9)
+        assert rc.variables["SigmaXSd2"] == pytest.approx(expected, rel=1e-12, abs=1e-9)
+        checked += 1
+    assert checked > 0
+
+
+def test_section_5_moment_components_are_resolved(manager, genie_variables):
+    """Beam moment/force vectors are emitted for q_FE in the Section-6 check."""
+    import statistics
+
+    resolved = manager.resolve_cases()
+    beam_moment_rel: list[float] = []
+    plate_moment_rel: list[float] = []
+    q_fe_nonzero = 0
+    for rc in resolved:
+        g = genie_variables.get((rc.result_case, rc.stiffener))
+        if g is None:
+            continue
+        gv, gvec = g
+        ours_bm = rc.vectors.get("MomentsAboutNeutralAxisBeamMoment", [])
+        genie_bm = gvec.get("MomentsAboutNeutralAxisBeamMoment", [])
+        ours_pm = rc.vectors.get("MomentsAboutNeutralAxisPlate", [])
+        genie_pm = gvec.get("MomentsAboutNeutralAxisPlate", [])
+        if len(ours_bm) == 3 and len(genie_bm) == 3:
+            for ours, ref in zip(ours_bm, genie_bm):
+                if abs(ref) > 1.0:
+                    beam_moment_rel.append(abs(ours - ref) / abs(ref))
+        if len(ours_pm) == 3 and len(genie_pm) == 3:
+            for ours, ref in zip(ours_pm, genie_pm):
+                if abs(ref) > 1.0:
+                    plate_moment_rel.append(abs(ours - ref) / abs(ref))
+        if abs(gv.get("QFE", 0.0)) > 1e-9 and "MomentsAboutNeutralAxis" in rc.vectors:
+            q_fe_nonzero += 1
+
+    assert q_fe_nonzero > 0
+    assert statistics.median(beam_moment_rel) < 1e-3
+    assert statistics.median(plate_moment_rel) < 1e-3
+
+
+def test_shell_pressure_resolves_to_qdir_when_plate_field_is_loaded(manager, monkeypatch):
+    from ada.fem.capacity import stress_resolve
+
+    aux = manager.aux
+    models = manager.capacity_models()
+    aux.pressure_by_case_element = {
+        10: {int(element_id): 1200.0 for model in models for plate in model.plates for element_id in plate.element_ids}
+    }
+    monkeypatch.setattr(stress_resolve.extract.AuxRecords, "from_sin", staticmethod(lambda _path: aux))
+
+    resolved = manager.resolve_cases([10])
+
+    by_group = {model.name: model for model in models}
+    assert resolved
+    for rc in resolved:
+        width = by_group[rc.panel_group].plates[0].width
+        assert rc.variables["PSd"] == pytest.approx(1200.0)
+        assert rc.variables["Qdir"] == pytest.approx(1200.0 * width, rel=1e-5)
+
+
+def test_sin_pressure_records_do_not_load_unrelated_capacity_grid():
+    from ada.fem.capacity import CapacityManager, SinSource
+
+    manager = CapacityManager.from_sin(SIN, SinSource(group="Mini_grid_x100"))
+    assert manager.aux.pressure_by_case_element
+
+    resolved = manager.resolve_cases([2, 10])
+
+    assert resolved
+    assert all(rc.variables["PSd"] == pytest.approx(0.0) for rc in resolved)
+    assert all(rc.variables["Qdir"] == pytest.approx(0.0) for rc in resolved)
+
+
+def _plate_field_area_ratio(mesh, plate_ids, beam_ids, np):
+    from ada.fem.capacity.extract import beam_axis_and_span, element_node_coords
+
+    axis, _span = beam_axis_and_span(mesh, (beam_ids[0],))
+    first = element_node_coords(mesh, plate_ids[0])
+    normal = np.cross(first[1] - first[0], first[2] - first[0])
+    normal = normal / (np.linalg.norm(normal) or 1.0)
+    perp = np.cross(normal, axis)
+    perp = perp / (np.linalg.norm(perp) or 1.0)
+    points = np.vstack([element_node_coords(mesh, element_id) for element_id in plate_ids])
+    origin = points.mean(axis=0)
+
+    area = 0.0
+    xy_blocks = []
+    for element_id in plate_ids:
+        coords = element_node_coords(mesh, element_id) - origin
+        xy = np.column_stack((coords @ axis, coords @ perp))
+        xy_blocks.append(xy)
+        x = xy[:, 0]
+        y = xy[:, 1]
+        area += 0.5 * abs(float(np.dot(x, np.roll(y, -1)) - np.dot(y, np.roll(x, -1))))
+    xy_all = np.vstack(xy_blocks)
+    bbox_area = float(np.ptp(xy_all[:, 0]) * np.ptp(xy_all[:, 1]))
+    return area / bbox_area if bbox_area else 0.0
+
+
+# --------------------------------------------------------------------------- #
+# codecheck2 — double bottom with girders in two directions (geometric merge)
+# --------------------------------------------------------------------------- #
+def _genie_plate_sets(model_json: pathlib.Path) -> set[frozenset]:
+    bms = json.loads(model_json.read_text())["BucklingModels"]
+    return {frozenset(int(e) for p in bm["Plates"] for e in p["FiniteElements"]) for bm in bms}
+
+
+def _stiffened_plate_sets(models) -> set[frozenset]:
+    return {frozenset(e for p in m.plates for e in p.element_ids) for m in models if m.stiffeners}
+
+
+@ref2
+def test_merge_reproduces_genie_double_bottom_panels():
+    """The geometric merge rebuilds Genie's merged double-bottom panels exactly.
+
+    Genie splits the girders-in-two-directions double bottom into a grid of cells
+    and merges them back into full-width stiffened panels. The lateral merge
+    reproduces a solid majority of those panels element-for-element (the residual
+    is Genie's irregular opening/triangular cells, intentionally left split).
+    """
+    from ada.fem.capacity import CapacityManager, SinSource
+
+    native = CapacityManager.from_sin(SIN2, SinSource()).capacity_models()
+    ours = _stiffened_plate_sets(native)
+    genie = _genie_plate_sets(MODEL_JSON2)
+
+    assert len(genie & ours) >= 45  # of 72 Genie panels; was ~30 before merging
+
+    # A specific full-width merged bay of the double bottom (six i-cells merged
+    # across the longitudinal girders into one panel) is reproduced exactly.
+    bms = json.loads(MODEL_JSON2.read_text())["BucklingModels"]
+    target = next(bm for bm in bms if bm["Name"].startswith("panelGroup(Mini_dbl_btm_f13_i1_j3"))
+    assert len(target["Plates"]) == 24  # 24 plate fields …
+    target_set = frozenset(int(e) for p in target["Plates"] for e in p["FiniteElements"])
+    assert len(target_set) >= 24  # … spanning ≥ 24 shell elements, full width across the bay
+    assert target_set in ours
+
+
+@ref2
+def test_merge_collapses_overrun_double_bottom_cells():
+    from ada.fem.capacity import CapacityManager, SinSource
+
+    merged = CapacityManager.from_sin(SIN2, SinSource()).capacity_models()
+    unmerged = CapacityManager.from_sin(SIN2, SinSource(merge_panels=False)).capacity_models()
+
+    assert len(merged) < len(unmerged)
+    # No stiffener is lost in the merge — only the grouping changes.
+    assert sum(len(m.stiffeners) for m in merged) == sum(len(m.stiffeners) for m in unmerged)
+    # Every merged panel is still a single rectangular plate field with unique ownership.
+    owners: dict[int, str] = {}
+    for m in merged:
+        for p in m.plates:
+            for e in p.element_ids:
+                assert e not in owners
+                owners[e] = m.name
+
+
+@ref2
+def test_plate_fields_match_genie_subdivision_on_y_grid():
+    """Plate fields are split per stiffener bay, matching Genie field-for-field.
+
+    The ``Mini_grid_y100`` cut (a vertical plane) exposed that the old element-id
+    run heuristic mis-counted fields (``nP == nS`` instead of ``nS + 1``). The
+    geometric per-bay split reproduces Genie's field decomposition exactly for
+    every regular panel, on this orientation as well as the x grid.
+    """
+    from ada.fem.capacity import CapacityManager, SinSource
+
+    ours = {m.name: m for m in CapacityManager.from_sin(SIN2, SinSource(group="Mini_grid_y100")).capacity_models()}
+    genie = {m["Name"]: m for m in json.loads(MODEL_JSON2.read_text())["BucklingModels"]}
+
+    checked = 0
+    for name, model in ours.items():
+        if name not in genie:
+            continue  # Genie's opening-split cells (trailing-integer names) are not reproduced
+        our_fields = sorted(tuple(sorted(int(e) for e in p.element_ids)) for p in model.plates)
+        genie_fields = sorted(tuple(sorted(int(e) for e in p["FiniteElements"])) for p in genie[name]["Plates"])
+        assert our_fields == genie_fields, f"{name}: plate field decomposition differs from Genie"
+        assert len(model.plates) == len(model.stiffeners) + 1  # one field per inter-stiffener strip + 2 edges
+        checked += 1
+    assert checked >= 6
+
+
+@ref2
+def test_unstiffened_panels_are_disjoint_rectangular_fields():
+    from ada.fem.capacity import CapacityManager, SinSource
+
+    models = CapacityManager.from_sin(SIN2, SinSource(include_unstiffened=True)).capacity_models()
+    unstiffened = [m for m in models if not m.stiffeners]
+    stiffened_plates = {e for m in models if m.stiffeners for p in m.plates for e in p.element_ids}
+
+    assert unstiffened  # the double bottom has plate fields carrying no secondary stiffener
+    assert all(m.name.startswith("unstiffenedPanel(") for m in unstiffened)
+
+    seen: set[int] = set()
+    for m in unstiffened:
+        for p in m.plates:
+            for e in p.element_ids:
+                assert e not in stiffened_plates  # unstiffened fields never overlap a stiffened panel
+                assert e not in seen  # and are mutually disjoint
+                seen.add(e)
+
+
+# --------------------------------------------------------------------------- #
+# Load-case combinations (RDRESCMB) → field superposition
+# --------------------------------------------------------------------------- #
+def test_metadata_exposes_named_load_combinations():
+    """The Mini SIN's two RDRESCMB combinations surface with names + factors."""
+    from ada.fem.formats.sesam.results.read_sin import read_sin_metadata
+
+    meta = read_sin_metadata(SIN)
+    assert meta.combination_ids == [9, 10]
+    assert meta.result_names[9] == "lcc1"
+    assert meta.result_names[10] == "lcc2"
+    # lcc1 = 1.2·c1 + 1.1·c2 + 1.0·c5 + 2.0·c6 + 1.3·c8 (zero-factor cases dropped).
+    lcc1 = meta.combinations[9]
+    assert set(lcc1) == {1, 2, 5, 6, 8}
+    assert lcc1[1] == pytest.approx(1.2, rel=1e-6)
+    assert lcc1[6] == pytest.approx(2.0, rel=1e-6)
+    # Combinations are selectable cases even though only basic steps are RV*-stored.
+    assert set(meta.selectable_cases) >= {9, 10}
+
+
+def test_combination_superposition_reproduces_stored_combination(manager):
+    """Resolving a combination by superposing its basic cases reproduces the
+    field SESTRA happened to also store for it (Mini stores lcc1/lcc2 as RV*
+    steps 9/10), to float32 precision for every resolved design variable.
+
+    This is the load-combination path the Ruben "case 14" blocker needs: there
+    the combination is *not* stored, so superposition is the only route — Mini
+    just happens to also carry the stored field, giving an exact oracle.
+    """
+    from ada.fem.capacity import extract
+    from ada.fem.capacity.stress_resolve import _resolve_step
+    from ada.fem.formats.sesam.results.read_sin import iter_sin_step_results
+
+    models = manager.capacity_models()
+    superposed = {(c.result_case, c.stiffener): c for c in manager.resolve_cases([9, 10])}
+
+    aux = extract.AuxRecords.from_sin(SIN)
+    material = {e: (p.material.E, p.material.poisson) for m in models for p in m.plates for e in p.element_ids}
+    stored: dict[tuple[int, str], object] = {}
+    mesh = None
+    geom_cache: dict = {}
+    for step, res in iter_sin_step_results(SIN, [9, 10]):
+        mesh = mesh or res.mesh
+        for rc in _resolve_step(mesh, aux, models, step, res.results, material, geom_cache, log=False):
+            stored[(rc.result_case, rc.stiffener)] = rc
+
+    keys = set(superposed) & set(stored)
+    assert len(keys) > 50  # both paths resolve every (case, stiffener) pair
+
+    # Per-variable scale (max |stored| over all pairs) normalises the tolerance so
+    # near-zero quantities (e.g. QFE on a flat moment field) aren't judged on noise.
+    scale: dict[str, float] = {}
+    for k in keys:
+        for var, val in stored[k].variables.items():
+            scale[var] = max(scale.get(var, 0.0), abs(val))
+    worst = 0.0
+    for k in keys:
+        a, b = superposed[k], stored[k]
+        for var, av in a.variables.items():
+            worst = max(worst, abs(av - b.variables.get(var, 0.0)) / max(scale[var], 1e-9))
+    assert worst < 1e-4  # float32 superposition noise floor
+
+
+def test_resolve_rejects_unknown_case_but_accepts_combinations(manager):
+    from ada.fem.formats.sesam.results.read_sin import read_sin_metadata
+
+    meta = read_sin_metadata(SIN)
+    with pytest.raises(ValueError, match="not in the SIN"):
+        manager.resolve_cases([999])
+    # A combination id is accepted (resolved by superposition), not rejected.
+    resolved = manager.resolve_cases([meta.combination_ids[0]])
+    assert resolved and {rc.result_case for rc in resolved} == {meta.combination_ids[0]}
diff --git a/tests/core/fem/capacity/test_capacity_sources.py b/tests/core/fem/capacity/test_capacity_sources.py
new file mode 100644
index 000000000..0b0a7e7eb
--- /dev/null
+++ b/tests/core/fem/capacity/test_capacity_sources.py
@@ -0,0 +1,102 @@
+from __future__ import annotations
+
+import numpy as np
+
+
+def test_concept_named_stiffener_runs_join_connected_colinear_segments(monkeypatch):
+    from ada.fem.capacity import extract, sources
+
+    class Index:
+        elem_nodes = {
+            1: (1, 2),
+            2: (2, 3),
+            3: (10, 11),
+            4: (3, 4),
+        }
+
+    coords = {
+        1: np.array([[0.0, 0.0, 0.0], [1.0, 0.0, 0.0]]),
+        2: np.array([[1.0, 0.0, 0.0], [2.0, 0.0, 0.0]]),
+        3: np.array([[0.0, 1.0, 0.0], [1.0, 1.0, 0.0]]),
+        4: np.array([[2.0, 0.0, 0.0], [2.0, 1.0, 0.0]]),
+    }
+
+    monkeypatch.setattr(extract, "_ensure_index", lambda _mesh: Index())
+    monkeypatch.setattr(extract, "element_node_coords", lambda _mesh, element_id: coords[element_id])
+    monkeypatch.setattr(extract, "geono_of", lambda _mesh, _element_id: 7)
+
+    runs = sources._stiffener_runs(None, [1, 2, 3, 4], {1: "S1", 2: "S1", 3: "S1", 4: "S1"})
+
+    assert runs == [(1, 2), (3,), (4,)]
+
+
+def test_unnamed_stiffener_runs_keep_one_element_fallback():
+    from ada.fem.capacity import sources
+
+    assert sources._stiffener_runs(None, [3, 1, 2], {}) == [(3,), (1,), (2,)]
+
+
+def test_named_run_splits_at_transverse_girder(monkeypatch):
+    """A concept name spans the whole stiffener; the run is cut at supports.
+
+    Four colinear beams (1-4) form one named stiffener; a perpendicular girder
+    (10, not a secondary stiffener) crosses at the interior node between beams 2
+    and 3. The DNV span is the bay between supports, so the run splits there.
+    """
+    from ada.fem.capacity import extract, sources
+
+    class Index:
+        elem_nodes = {1: (1, 2), 2: (2, 3), 3: (3, 4), 4: (4, 5), 10: (3, 20)}
+        node_elems = {1: [1], 2: [1, 2], 3: [2, 3, 10], 4: [3, 4], 5: [4], 20: [10]}
+
+    coords = {
+        1: np.array([[0.0, 0.0, 0.0], [1.0, 0.0, 0.0]]),
+        2: np.array([[1.0, 0.0, 0.0], [2.0, 0.0, 0.0]]),
+        3: np.array([[2.0, 0.0, 0.0], [3.0, 0.0, 0.0]]),
+        4: np.array([[3.0, 0.0, 0.0], [4.0, 0.0, 0.0]]),
+        10: np.array([[2.0, 0.0, 0.0], [2.0, 1.0, 0.0]]),  # perpendicular girder
+    }
+
+    monkeypatch.setattr(extract, "_ensure_index", lambda _mesh: Index())
+    monkeypatch.setattr(extract, "element_node_coords", lambda _mesh, element_id: coords[element_id])
+
+    runs = sources._split_runs_at_supports(
+        None,
+        [(1, 2, 3, 4)],
+        secondary_ids={1, 2, 3, 4},
+        all_line_ids={1, 2, 3, 4, 10},
+        all_shell_ids=set(),
+    )
+
+    assert runs == [(1, 2), (3, 4)]
+
+
+def test_named_run_without_supports_stays_whole(monkeypatch):
+    from ada.fem.capacity import extract, sources
+
+    class Index:
+        elem_nodes = {1: (1, 2), 2: (2, 3), 3: (3, 4)}
+        node_elems = {1: [1], 2: [1, 2], 3: [2, 3], 4: [3]}
+
+    coords = {
+        1: np.array([[0.0, 0.0, 0.0], [1.0, 0.0, 0.0]]),
+        2: np.array([[1.0, 0.0, 0.0], [2.0, 0.0, 0.0]]),
+        3: np.array([[2.0, 0.0, 0.0], [3.0, 0.0, 0.0]]),
+    }
+
+    monkeypatch.setattr(extract, "_ensure_index", lambda _mesh: Index())
+    monkeypatch.setattr(extract, "element_node_coords", lambda _mesh, element_id: coords[element_id])
+
+    runs = sources._split_runs_at_supports(
+        None, [(1, 2, 3)], secondary_ids={1, 2, 3}, all_line_ids={1, 2, 3}, all_shell_ids=set()
+    )
+
+    assert runs == [(1, 2, 3)]
+
+
+def test_flatbar_name_fallback_supplies_capacity_dimensions():
+    from ada.fem.capacity.stiffened_plate import _flatbar_from_name
+
+    assert _flatbar_from_name("Fbar150x10") == (0.15, 0.01)
+    assert _flatbar_from_name("FB325_5x12_5") == (0.3255, 0.0125)
+    assert _flatbar_from_name("HP180x8") is None
diff --git a/tests/core/fem/capacity/test_stress_recovery.py b/tests/core/fem/capacity/test_stress_recovery.py
new file mode 100644
index 000000000..84c5f02a2
--- /dev/null
+++ b/tests/core/fem/capacity/test_stress_recovery.py
@@ -0,0 +1,78 @@
+"""Membrane stress recovery from nodal displacements (plane-stress, closed form)."""
+
+from __future__ import annotations
+
+import numpy as np
+
+from ada.fem.capacity import extract, stress_recovery
+
+E = 210e9
+NU = 0.3
+
+
+def _patch_element(monkeypatch, node_ids, coords):
+    monkeypatch.setattr(extract, "element_node_ids", lambda mesh, eid: node_ids)
+    monkeypatch.setattr(extract, "element_node_coords", lambda mesh, eid: np.asarray(coords, float))
+
+
+def test_quad_uniaxial_strain_matches_plane_stress(monkeypatch):
+    # Unit square in the global xy-plane; displacement u_x = a*x → eps_xx = a.
+    coords = [(0, 0, 0), (1, 0, 0), (1, 1, 0), (0, 1, 0)]
+    _patch_element(monkeypatch, [1, 2, 3, 4], coords)
+    a = 1e-3
+    disp = {nid: np.array([a * coords[i][0], 0.0, 0.0]) for i, nid in enumerate([1, 2, 3, 4])}
+
+    pts = stress_recovery.recover_membrane_corner_points(None, 99, disp, E, NU)
+    assert len(pts) == 4
+
+    f = E / (1 - NU * NU)
+    expected = np.array([f * a, NU * f * a, 0.0])
+    for _xyz, tensor in pts:  # uniform strain → identical at every corner
+        np.testing.assert_allclose(tensor, expected, rtol=1e-9, atol=1.0)
+
+
+def test_quad_pure_shear(monkeypatch):
+    coords = [(0, 0, 0), (1, 0, 0), (1, 1, 0), (0, 1, 0)]
+    _patch_element(monkeypatch, [1, 2, 3, 4], coords)
+    g = 2e-3  # u_x = g*y → gamma_xy = g, eps_xx = eps_yy = 0
+    disp = {nid: np.array([g * coords[i][1], 0.0, 0.0]) for i, nid in enumerate([1, 2, 3, 4])}
+
+    pts = stress_recovery.recover_membrane_corner_points(None, 1, disp, E, NU)
+    G = E / (2 * (1 + NU))
+    for _xyz, tensor in pts:
+        np.testing.assert_allclose(tensor, [0.0, 0.0, G * g], rtol=1e-9, atol=1.0)
+
+
+def test_tri_constant_strain(monkeypatch):
+    coords = [(0, 0, 0), (1, 0, 0), (0, 1, 0)]
+    _patch_element(monkeypatch, [1, 2, 3], coords)
+    a = 1e-3
+    disp = {nid: np.array([a * coords[i][0], 0.0, 0.0]) for i, nid in enumerate([1, 2, 3])}
+
+    pts = stress_recovery.recover_membrane_corner_points(None, 7, disp, E, NU)
+    assert len(pts) == 3
+    f = E / (1 - NU * NU)
+    for _xyz, tensor in pts:
+        np.testing.assert_allclose(tensor, [f * a, NU * f * a, 0.0], rtol=1e-9, atol=1.0)
+
+
+def test_local_frame_rotation_invariance(monkeypatch):
+    # Same uniaxial state, but the element lies in a tilted plane and the load is
+    # applied along its first edge: recovered local-frame stress is unchanged.
+    coords = [(0, 0, 0), (1, 1, 1), (0, 2, 2), (-1, 1, 1)]
+    _patch_element(monkeypatch, [1, 2, 3, 4], coords)
+    ex = np.array(coords[1]) - np.array(coords[0])
+    ex = ex / np.linalg.norm(ex)
+    a = 1e-3
+    disp = {nid: a * float(np.dot(np.array(coords[i]), ex)) * ex for i, nid in enumerate([1, 2, 3, 4])}
+
+    pts = stress_recovery.recover_membrane_corner_points(None, 3, disp, E, NU)
+    f = E / (1 - NU * NU)
+    expected = np.array([f * a, NU * f * a, 0.0])
+    for _xyz, tensor in pts:
+        np.testing.assert_allclose(tensor, expected, rtol=1e-6, atol=10.0)
+
+
+def test_unsupported_shape_returns_empty(monkeypatch):
+    _patch_element(monkeypatch, [1, 2], [(0, 0, 0), (1, 0, 0)])
+    assert stress_recovery.recover_membrane_corner_points(None, 1, {}, E, NU) == []
diff --git a/tests/core/fem/results/test_fea_artefacts.py b/tests/core/fem/results/test_fea_artefacts.py
index 5a5636675..e1ad45c63 100644
--- a/tests/core/fem/results/test_fea_artefacts.py
+++ b/tests/core/fem/results/test_fea_artefacts.py
@@ -1004,6 +1004,23 @@ def test_build_manifest_omits_history_when_empty(monkeypatch):
     assert "history" not in manifest
 
 
+def test_build_manifest_includes_optional_source_hash():
+    from ada.fem.results.artefacts import MeshGeometry, build_manifest
+
+    geom = MeshGeometry(
+        points=np.zeros((1, 3), dtype=np.float64),
+        cell_blocks=[],
+    )
+    manifest = build_manifest(
+        src="dummy.SIN",
+        source_sha256="abc123",
+        mesh_geom=geom,
+        mesh_glb_filename="fea.mesh.glb",
+        field_metas=[],
+    )
+    assert manifest["source_sha256"] == "abc123"
+
+
 def test_classify_field_by_name():
     """Spot-check the name-based fallback so unfamiliar solvers get a
     sensible category. The bake-level test asserts the manifest
diff --git a/tests/core/materials/test_materials_container.py b/tests/core/materials/test_materials_container.py
new file mode 100644
index 000000000..3890598f1
--- /dev/null
+++ b/tests/core/materials/test_materials_container.py
@@ -0,0 +1,17 @@
+from ada import Material
+from ada.api.containers.materials import Materials
+
+
+def test_add_material_with_existing_idless_materials_allocates_numeric_id():
+    mats = Materials([Material("A"), Material("B")])
+
+    assert len(mats.id_map) == 2
+    assert mats.get_by_name("A").id == 1
+    assert mats.get_by_name("B").id == 2
+
+    copied_mat = Material("A").copy_to(new_name="A_density_factor")
+    added_mat = mats.add(copied_mat)
+
+    assert added_mat is copied_mat
+    assert added_mat.id == 3
+    assert mats.get_by_id(3) is added_mat
diff --git a/tests/fem/capacity/test_girder_adjacent_spans.py b/tests/fem/capacity/test_girder_adjacent_spans.py
new file mode 100644
index 000000000..f87932bb3
--- /dev/null
+++ b/tests/fem/capacity/test_girder_adjacent_spans.py
@@ -0,0 +1,9 @@
+from ada.fem.capacity.girder import _adjacent_stiffener_spans
+
+
+def test_adjacent_stiffener_spans_from_two_sides() -> None:
+    assert _adjacent_stiffener_spans({-1: 1.3, 1: 1.625}, 2.925) == (2.6, 3.25)
+
+
+def test_adjacent_stiffener_spans_mirrors_single_side() -> None:
+    assert _adjacent_stiffener_spans({1: 1.4}, 2.8) == (2.8, 2.8)