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FERS — structural FEM

Build a portal frame

create_frame
Read-onlyIdempotent

Generate a solver-ready FERS model JSON for a 2-D rectangular portal frame (columns + beams). Returns model JSON to pass to solve_model. Units: metres, kN, kN/m. Columns are turned 90° so their depth (column_height_mm) resists sway in the frame plane. Load combinations as create_beam: 1 'SLS characteristic (auto)' at 1.0, 2 'ULS (auto)' at 1.35. Free.

Input Schema

TableJSON Schema
NameRequiredDescriptionDefault
baseNo'fixed' (default) or 'pinned' column bases
baysNoNumber of bays (default 1)
storeysNoNumber of storeys (default 1)
materialNosteel_S355 (default), steel_S235, steel_S275, steel_S460, aluminium_6061 or concrete_C30
lateral_knNoHorizontal point load at the top-left corner, kN (default 0)
bay_width_mNoBay width in metres (default 5)
beam_width_mmNoBeam section width in mm (default 120)
beam_height_mmNoBeam section depth in mm (default 240)
column_width_mmNoColumn section width in mm (default 200)
storey_height_mNoStorey height in metres (default 3)
column_height_mmNoColumn section depth in mm (default 200)
roof_udl_kn_per_mNoGravity UDL on the top-storey beams, kN/m (default 10)

Schema Changelog

Changes observed during successful MCP inspections.

  1. First observed

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