Steel Buildings in Europe

Part 11: Moment Connections 11 - 19 Table 4.4 Apex connections with S235 beams – Moment resistance (kNm) Profile End plate t p (mm) Bolt size Bolt class Without external bolts With external bolts With external bolts and stiffener IPE 300 15 M16 8.8 75,4 118 123 15 10.9 86,3 20 8.8 78,4 IPE 400 20 M20 8.8 189 258 269 20 10.9 210 25 8.8 197 IPE 500 25 M24 8.8 358 449 472 25 10.9 363 20 8.8 340 Table 4.5 Apex connections with S275 beams – Moment resistance (kNm) Profile End plate t p (mm) Bolt size Bolt class Without external bolts With external bolts With external bolts and stiffener IPE 300 15 M16 8.8 78,4 123,5 132,8 15 10.9 91,7 20 8.8 78,4 IPE 400 20 M20 8.8 199,7 284,3 301,2 20 10.9 231,0 25 8.8 199,7 IPE 500 25 M24 8.8 407,3 504,8 533,6 25 10.9 421,5 20 8.8 360,0 Table 4.6 Apex connections with S355 beams – Moment resistance (kNm) Profile End plate t p (mm) Bolt size Bolt class Without external bolts With external bolts With external bolts and stiffener IPE 300 15 M16 8.8 78,4 123,5 132,8 15 10.9 91,7 20 8.8 78,4 IPE 400 20 M20 8.8 199,7 293,9 318,4 20 10.9 231,3 25 8.8 199,7 IPE 500 25 M24 8.8 426,3 577,1 620,4 25 10.9 479,4 20 8.8 360,0