Steel Buildings in Europe

Part 11: Moment Connections 11 - 31 Table 4.19 Apex connection – IPE 400 5 15 7 75 4x70 20 180 90 M20 IPE 400 105 8.8 45 505 90 90 400 Min = 180 9.9 10 6 8.5 Bolts M20 8.8 Hole diameter 22 mm End plate t p = 20 mm Stiffeners t p = 10 mm Beam IPE 400 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 269,4 301,2 318,4 Minimum span length for ‘rigid’ L b,min (m) 3,14 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) 1292 1413 1413 Compression N c,j,Rd (kN) 1986 2279 2553 Design shear resistance V j,Rd (kN) 316