Steel Buildings in Europe

Part 11: Moment Connections 11 - 47 Table 4.34 Eaves connection – IPE 400 5 7 9.9 3 4.2 12 12 1155 8.8 20 IPE 400 IPE 400 90 180 45 90 105 4x70 4x70 105 15 890 385 400 75 M20 6 8.5 Bolts M20 8.8 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) 388,0 451,8 564,0 Minimum span length for ‘rigid’ L b,min (m) 7,95 Negative moment Design moment resistance M j,Rd (kNm) 347,3 400,9 498,3 Minimum span length for ‘rigid’ L b,min (m) 9,59 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) 580