Steel Buildings in Europe

Part 11: Moment Connections 11 - 21 Table 4.9 Eaves connections (S355 members) – Moment resistances (kNm) Profile End plate t p (mm) Bolt size Bolt class Haunch ½ haunch No haunch IPE 300 15 M16 8.8 251,9 187,4 113,6 15 10.9 197,2 20 8.8 189,1 IPE 400 20 M20 8.8 564,0 417,5 258,2 20 10.9 435,2 25 8.8 420,8 IPE 500 25 M24 8.8 1000 739,7 462,3 25 10.9 763,7 20 8.8 716,4 4.4 Apex connections IPE 300 M > 0 Figure 4.2 Sign convention for bending moment in apex connections