Steel Buildings in Europe

Part 11: Moment Connections 11 - 42 Table 4.29 Eaves connection – IPE 300 4 5 6 8.5 3 4.2 300 IPE 300 IPE 300 7.1 80 35 80 10 10 855 70 75 150 3x70 3x70 15 15 55 285 670 M16 8.8 Bolts M16 8.8 Hole diameter 18 mm Column stiffeners t p = 10 mm End plate t p = 15 mm Column IPE 300 Beam IPE 300 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 177,2 204,1 251,9 Minimum span length for ‘rigid’ L b,min (m) 6,31 Negative moment Design moment resistance M j,Rd (kNm) 156,0 178,9 219,0 Minimum span length for ‘rigid’ L b,min (m) 7,61 Design axial resistance Tension N t,j,Rd (kN) 348 408 526 Compression N c,j,Rd (kN) 348 408 526 Design shear resistance V j,Rd (kN) 317