Enter the girder geometry — flange and web plate sizes, span and stiffener spacing — and Volex Anvil designs the plate girder: the moment resistance (flanges-only where the web is slender), the web shear-buckling resistance Vbw,Rd with tension-field action to EC3-1-5 §5.3, and the transverse and bearing stiffeners.
Slender-web plate girders are governed by shear buckling, so the reduction factor χw and the contribution of the web and flanges are reported separately, following EC3-1-5 and SCI P364.
| Quantity | Published | Volex Anvil | Error |
|---|---|---|---|
| Flange moment Mf,Rd | 5413.8 kNm | 5413.8 kNm | 0.00% |
| Web shear Vbw,Rd | 1503 kN | 1503 kN | 0.00% |
Every result carries its clause references. Free tier, results in seconds.