Steel Buildings in Europe

Part 11: Moment Connections 11 - 52 Table 4.39 Eaves connection – IPE 500 6 7 3 4.2 15 5x70 500 110 100 200 14 14 IPE 500 IPE 500 4 10.3 9.9 1455 25 55 130 8.8 1110 M24 5x70 130 485 95 Bolts M24 8.8 Hole diameter 26 mm Column stiffeners t p = 14 mm End plate t p = 25 mm Column IPE 500 Beam IPE 500 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 683,3 795,8 1000 Minimum span length for ‘rigid’ L b,min (m) 9,45 Negative moment Design moment resistance M j,Rd (kNm) 612,8 712,6 899,3 Minimum span length for ‘rigid’ L b,min (m) 11,28 Design axial resistance Tension N t,j,Rd (kN) 812 951 1227 Compression N c,j,Rd (kN) 812 951 1227 Design shear resistance V j,Rd (kN) 987