Estimate the steel of a portal frame building
estimate_portal_frame_steelSteel tonnage estimate for a single-span pitched portal frame building (span 15-30 m) before any design: total tonnes, kg per m2 of floor, a range, the weight by part (frames, gable posts, bracing, eave struts, purlins, side rails, plates and connections) and typical member sizes. Interpolated between complete finite-element designs and calibrated against published designs. Use for budgets, tenders and feasibility; a real design needs the actual loads and code.
Input Schema
| Name | Required | Description | Default |
|---|---|---|---|
| span_m | Yes | Clear span of the frames, m (15-30). | |
| bracing | No | Optional: tube (default, tension and compression) or tension-only rods. | |
| length_m | Yes | Building length, m. Frames are at 6 m. | |
| eave_height_m | Yes | Eave height, m (5-11). | |
| ground_snow_kN_m2 | Yes | Characteristic ground snow load sk, kN/m2 (0.5-2.0). Roof load = 0.8 sk. |