Steel Buildings in Europe

Part 11: Moment Connections 11 - 44 Table 4.31 Eaves connection – IPE 400 5 6 7 9.9 3 4.2 8.5 12 12 600 15 45 90 4x70 105 400 70 200 705 180 90 105 100 M20 IPE 400 IPE 400 20 10.9 Bolts M20 10.9 Hole diameter 22 mm Column stiffeners t p = 12 mm End plate t p = 20 mm Column IPE 400 Beam IPE 400 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 293,9 341,6 435,2 Minimum span length for ‘rigid’ L b,min (m) 11,53 Negative moment Design moment resistance M j,Rd (kNm) 234,9 274,3 336,5 Minimum span length for ‘rigid’ L b,min (m) 16,56 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) 439