Steel Buildings in Europe

Part 11: Moment Connections 11 - 26 Table 4.14 Apex connection – IPE 300 4 15 6 8.5 60 35 80 300 IPE 300 150 75 8.8 3x70 M16 70 385 15 8 Min = 140 70 7.1 5 Bolts M16 8.8 Hole diameter 18 mm End plate t p = 15 mm Stiffeners t p = 8 mm Beam IPE 300 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 123,4 132,8 132,8 Minimum span length for ‘rigid’ L b,min (m) 2,90 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) 723 761 761 Compression N c,j,Rd (kN) 1264 1480 1710 Design shear resistance V j,Rd (kN) 169