forked from 1b-agent/fieldcraft-upstream
jyvikoandClaude Opus 5.5
30812250d3
A band under the window names the tool behind each stage (open, mesh, batch, check_model, solve, show_results). caption.py draws the bars in the standard library from the interface's Inter SemiBold (OFL): a minimal TrueType glyf reader, a non-zero scanline rasteriser and a zlib PNG writer, unit-tested with python3 -m unittest. ffmpeg pads each picture and composites the bar with its overlay filter. Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com> Claude-Session: https://claude.ai/code/session_01NmAttHhUZTokgPeEJia8sm
52 lines
3.2 KiB
Markdown
52 lines
3.2 KiB
Markdown
# Demo video
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`make.py` regenerates the README's demo, `docs/media/ibeam-analysis.mp4` and
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`docs/media/ibeam-analysis.gif`: an agent analyses an I-beam cantilever over MCP while the
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desktop app shows each step.
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```sh
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python3 tools/demo-video/make.py # build, run, encode into docs/media
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python3 tools/demo-video/make.py --no-build # with the release binaries already built
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python3 tools/demo-video/make.py --frames /tmp/f # also keep the captured pictures
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cd tools/demo-video && python3 -m unittest # test the caption drawing
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```
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Needs Python 3 (standard library only), a display for the app window (the pictures are drawn
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offscreen, so a locked screen is fine) and `ffmpeg` with libx264 on the `PATH` (or `FFMPEG`).
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It honours `CARGO_TARGET_DIR`.
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What it does:
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1. Builds `fieldcraft`, `fieldcraft-cli` and the testkit's `corpus` tool (release).
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2. Writes the corpus cantilever I-beam (`tests/corpus/cantilever-i-beam`: 40 x 40 mm, 3 mm
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flanges, a 2 mm web upright, 200 mm long along x) as a `.solidcraft` design to a temporary
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folder with `corpus --part cantilever-i-beam --design`.
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3. Starts the app with `--control PORT` and `fieldcraft-cli mcp --connect 127.0.0.1:PORT`, and
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speaks MCP (JSON-RPC over stdio) to it. Every step is an MCP tool call: `open` the design,
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`mesh` (`hex_sweep`, 4 mm), `batch` (steel, a solid section, the root clamp, a kinematic
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coupling of the free end at x = 200 mm to a reference point loaded with 1000 N down, −z), `check_model`, `solve`
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(`static`), and `show_results` for the von Mises contours and the deformed shape, its `scale`
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stepped from 1 to 150 and back. Every picture is the MCP `screenshot` tool with
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`source: window` (the whole window drawn offscreen, `ui.capture`), turned to the `iso` or
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`front` view by its `view` argument.
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4. Captions each stage with the MCP tool it calls and what it does (`open · tests/corpus/…`,
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`mesh · hex sweep 4 mm`, `solve · static`, …) in a band under the window. `caption.py`
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draws the bars in the standard library: a minimal TrueType reader (`cmap` format 4, `loca`,
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simple and composite `glyf` outlines, `hmtx` advances), a scanline rasteriser (non-zero
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winding, anti-aliased) and a PNG writer, with the interface's own font
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(`crates/ui-egui/fonts/Inter-SemiBold.ttf`, SIL OFL 1.1). ffmpeg pads each window picture
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with the band and lays the bar over it with its `overlay` filter.
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5. Encodes the pictures at 10 frames per second, each held for its stage, into the MP4 (H.264,
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1280 x 848) and the GIF (960 px, its own palette), and prints the tip deflection and the peak
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von Mises stress.
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The theme is the app's default (dark).
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The script checks the solution against beam theory and stops when it is off. Tip deflection:
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P L³ / 3 E I = 0.1429 mm in bending plus P L / G A_web = 0.0335 mm in shear, 0.1763 mm; the
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solution gives 0.1764 mm (within 3 %). Root bending stress: P L c / I = 45.0 MPa
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(I = 88 871 mm⁴); the solution's stress_xx on the top flange, fitted along the beam between one
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depth from either end and extrapolated to the root, gives 44.8 MPa (within 2 %). At the root
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itself the clamp, which stops the section's Poisson contraction, adds a local peak (62 MPa
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stress_xx, 56 MPa von Mises) that beam theory does not have.
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