Steel Buildings in Europe

Part 11: Moment Connections 11 - 28 Table 4.16 Apex connection – IPE 400 5 15 7 9.9 400 75 75 4x70 430 15 20 180 90 M20 IPE 400 10.9 Bolts M20 10.9 Hole diameter 22 mm End plate t p = 20 mm Beam IPE 400 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 210,2 231,0 231,3 Minimum span length for ‘rigid’ L b,min (m) 6,36 Negative moment Design moment resistance M j,Rd (kNm) 210,2 231,0 231,3 Minimum span length for ‘rigid’ L b,min (m) 6,36 Design axial resistance Tension N t,j,Rd (kN) 1038 1200 1338 Compression N c,j,Rd (kN) 1986 2279 2553 Design shear resistance V j,Rd (kN) 274