Steel Buildings in Europe

Part 11: Moment Connections 11 - 45 Table 4.32 Eaves connection – IPE 400 5 6 7 9.9 3 4.2 8.5 12 12 600 15 8.8 45 90 4x70 105 400 70 200 705 180 90 105 100 M20 IPE 400 IPE 400 25 Bolts M20 8.8 Hole diameter 22 mm Column stiffeners t p = 12 mm End plate t p = 25 mm Column IPE 400 Beam IPE 400 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 291,2 338,3 420,8 Minimum span length for ‘rigid’ L b,min (m) 11,41 Negative moment Design moment resistance M j,Rd (kNm) 233,9 263,0 311,8 Minimum span length for ‘rigid’ L b,min (m) 16,49 Design axial resistance Tension N t,j,Rd (kN) 579 678 875 Compression N c,j,Rd (kN) 579 678 875 Design shear resistance V j,Rd (kN) 421