ideYAPI BIM Knowledgebase Structural Engineering International Design Codes AISC 360-16 Connection Design Shear Connections with AISC 360-16 Current: Unstiffened Seated Connection with AISC 360-16 Unstiffened Seated Connection with AISC 360-16 Connection GeometryGeometry ChecksWeld Sizew ≥ wmin AISC 360-16 Table J2.4 w11.315 mm √wmin5 mmTable J2.4√Strength ChecksBeam Web Yieldingtw7.1 mm lb25.7 mm to10.7 + 15 = 25.7 mm (Beam flange + Beam flange radius) Fy235.359 N/mm2 RnAISC 360-16 J10-3Rn / Ω RequiredAvailableCheckResult73.288 kN100.207 kN0.732√Beam Web Cripplingtw7.1 mm tf10.7 mm lb25.7 mm d300 mm E205939650 kN/m2 Fy235.359 N/mm2 RnAISC 360-16 J10-5a Rn / Ω RequiredAvailableCheckResult73.288 kN98.138 kN0.747√Angle Shear YieldAg Fy235.359 N/mm2 RnAISC 360-16 J4-3Rn / Ω RequiredAvailableCheckResult73.288 kN141.215 kN0.519√Weld Strength at SupportFe480000 kN/m2w11.315 mmFu362.846 N/mm2l110 mme60mmRnRn / ΩRequiredAvailableCheckResult73.288 kN74.06 kN0.990√ Unstiffened Seated Connection Design Report ×