Steel Buildings in Europe

Part 11: Moment Connections 11 - 24 Table 4.12 Apex connection – IPE 300 4 6 8.5 20 60 60 3x70 300 IPE 300 8.8 M16 75 150 15 15 330 Bolts M16 8.8 Hole diameter 18 mm End plate t p = 20 mm Beam IPE 300 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 78,4 78,4 78,4 Minimum span length for ‘rigid’ L b,min (m) 5,37 Negative moment Design moment resistance M j,Rd (kNm) 78,4 78,4 78,4 Minimum span length for ‘rigid’ L b,min (m) 5,37 Design axial resistance Tension N t,j,Rd (kN) 688 723 723 Compression N c,j,Rd (kN) 1264 1480 1710 Design shear resistance V j,Rd (kN) 135