ideYAPI BIM Knowledgebase Structural Engineering Steel Connection Design Shear Connections Shear Connection Design Current: Unstiffened Seated Connection Unstiffened Seated Connection Connection GeometryGeometry ChecksWeld Thicknessa ≥ amin ÇYTHYEDY 13.3.7 a8 mm √amin3.5 mmTable 13.4√Strength ChecksBeam Web Yieldingtw7.1 mm lb25.7 mm to10.7 + 15 = 25.7 mm (Beam flange + Beam flange radius) Fy235.359 N/mm2 RnÇYTHYEDY 13.25bRn / Ω RequiredAvalaibleRatioControl73.288 kN100,207 kN0.731√Beam Web Cripplingtw7.1 mm tf10.7 mm lb25.7 mm d300 mm E205939650 kN/m2 Fy235.359 N/mm2 RnÇYTHYEDY 13.26b Rn / Ω RequiredAvalaibleRatioControl73.288 kN98.138 kN0.747√Angle Shear YieldAg Fy235.359 N/mm2 RnÇYTHYEDY 13.17Rn / Ω RequiredAvalaibleRatioControlRequiredAvalaibleRatioControl73.288 kN141,215 kN0.519√Weld Strength at SupportFe480000 kN/m2w11.315 mmFu362.846 N/mm2l110 mme60mmRnRn / ΩRequiredAvalaibleRatioControl73.288 kN74.06 kN0.990√ Unstiffened Seated Connection Report ×