Steel Buildings in Europe

Part 11: Moment Connections 11 - 46 Table 4.33 Eaves connection – IPE 400 5 6 7 9.9 8.5 12 12 15 8.8 45 90 4x70 105 400 180 90 IPE 400 IPE 400 75 505 M20 20 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) 186,6 214,8 258,2 Minimum span length for ‘rigid’ L b,min (m) 21,58 Negative moment Design moment resistance M j,Rd (kNm) 142,7 160,0 176,5 Minimum span length for ‘rigid’ L b,min (m) 35,16 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) 316