Steel Buildings in Europe

Part 11: Moment Connections 11 - 51 Table 4.38 Eaves connection – IPE 500 6 7 15 5x70 500 110 100 200 14 14 IPE 500 IPE 500 4 10.3 9.9 25 55 130 8.8 90 625 M24 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) 327,8 379,0 462,3 Minimum span length for ‘rigid’ L b,min (m) 25,97 Negative moment Design moment resistance M j,Rd (kNm) 258,4 297,9 353,7 Minimum span length for ‘rigid’ L b,min (m) 40,84 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) 531