Steel Buildings in Europe

Part 11: Moment Connections 11 - 36 Table 4.24 Apex connection – IPE 500 6 15 8.8 500 90 5x70 M24 100 200 25 IPE 500 4 10.3 625 110 130 55 12 110 6 8.5 Min = 220 Bolts M24 8.8 Hole diameter 26 mm End plate t p = 25 mm Stiffeners t p = 12 mm Beam IPE 500 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 472,4 533,6 620,4 Minimum span length for ‘rigid’ L b,min (m) 3,03 Negative moment Design moment resistance M j,Rd (kNm) 358,1 407,3 426,3 Minimum span length for ‘rigid’ L b,min (m) 5,62 Design axial resistance Tension N t,j,Rd (kN) 1775 2041 2238 Compression N c,j,Rd (kN) 2726 3190 4044 Design shear resistance V j,Rd (kN) 531