This front end runs standalone with placeholder formulas. In Phase 4 these inputs post to the trained design agent, which returns the OpenSeesPy model, CAD drawing and ETABS file shown on the right.
Module count, tonnage and period scale with the geometry panel; drift and utilization respond to the seismic inputs.
Column and girder sizes by story, tapered with height and seismic demand — the summary table a moment-frame design report leads with.
| Story / Floor | Columns | Doubler plates (in) |
Girder | |
|---|---|---|---|---|
| Exterior | Interior | |||
Modular frame geometry, sections and loads exported as an .e2k text file for direct import into ETABS.
Plan and elevation of the module grid, dimensioned, exported as a .dxf drawing.
The full parametric FE model shown in the OpenSeesPy tab, as a runnable .py file.
The schema this interface is built against — agreed early so front end, agent and FE-model generator can be developed in parallel.