Steel Buildings in Europe

Part 11: Moment Connections 11 - 41 Table 4.28 Eaves connection – IPE 300 4 5 6 8.5 300 IPE 300 IPE 300 7.1 80 35 10 10 70 75 150 3x70 15 8.8 60 M16 15 385 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) 87,4 98,9 113,6 Minimum span length for ‘rigid’ L b,min (m) 16,65 Negative moment Design moment resistance M j,Rd (kNm) 60,4 63,2 68,9 Minimum span length for ‘rigid’ L b,min (m) 27,89 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) 176