Steel Buildings in Europe

Part 11: Moment Connections 11 - 22 Table 4.10 Apex connection – IPE 300 60 M16 60 75 150 300 IPE 300 8.8 4 330 3x70 15 15 6 8.5 15 Bolts M16 8.8 Hole diameter 18 mm End plate t p = 15 mm Beam IPE 300 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 75,4 78,4 78,4 Minimum span length for ‘rigid’ L b,min (m) 6,37 Negative moment Design moment resistance M j,Rd (kNm) 75,4 78,4 78,4 Minimum span length for ‘rigid’ L b,min (m) 6,37 Design axial resistance Tension N t,j,Rd (kN) 567 595 595 Compression N c,j,Rd (kN) 1264 1480 1710 Design shear resistance V j,Rd (kN) 135