Steel Buildings in Europe

Part 11: Moment Connections 11 - 33 Table 4.21 Apex connection – IPE 500 6 15 15 500 90 90 5x70 M24 100 200 530 25 IPE 500 4 10.3 10.9 Bolts M24 10.9 Hole diameter 26 mm End plate t p = 25 mm Beam IPE 500 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 363,1 421,5 479,4 Minimum span length for ‘rigid’ L b,min (m) 5,62 Negative moment Design moment resistance M j,Rd (kNm) 363,1 421,5 479,4 Minimum span length for ‘rigid’ L b,min (m) 5,62 Design axial resistance Tension N t,j,Rd (kN) 1404 1642 1839 Compression N c,j,Rd (kN) 2726 3190 4044 Design shear resistance V j,Rd (kN) 474