Steel Buildings in Europe

Part 11: Moment Connections 11 - 30 Table 4.18 Apex connection – IPE 400 5 15 7 9.9 75 4x70 20 180 90 M20 IPE 400 105 8.8 45 505 90 400 Bolts M20 8.8 Hole diameter 22 mm End plate t p = 20 mm Beam IPE 400 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 257,7 284,3 293,9 Minimum span length for ‘rigid’ L b,min (m) 3,72 Negative moment Design moment resistance M j,Rd (kNm) 189,4 199,7 199,7 Minimum span length for ‘rigid’ L b,min (m) 6,36 Design axial resistance Tension N t,j,Rd (kN) 1244 1357 1357 Compression N c,j,Rd (kN) 1986 2279 2553 Design shear resistance V j,Rd (kN) 316