Steel Buildings in Europe

Part 11: Moment Connections 11 - 34 Table 4.22 Apex connection – IPE 500 6 15 8.8 15 500 90 90 5x70 M24 100 200 530 IPE 500 4 10.3 20 Bolts M24 8.8 Hole diameter 26 mm End plate t p = 20 mm Beam IPE 500 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 339,9 360,0 360,0 Minimum span length for ‘rigid’ L b,min (m) 7,18 Negative moment Design moment resistance M j,Rd (kNm) 339,9 360,0 360,0 Minimum span length for ‘rigid’ L b,min (m) 7,18 Design axial resistance Tension N t,j,Rd (kN) 1404 1445 1691 Compression N c,j,Rd (kN) 2726 3190 4044 Design shear resistance V j,Rd (kN) 455