Steel Buildings in Europe

Title Appendix B Worked Example: Design of a truss node with gusset 2 of 44 5 - 81 136 kN 1 2 3 1 Chord (IPE 330) 2 Gusset plate 3 Axes of the web members Figure B.2 General presentation of KT joint 1 2 3 4 5 6 A A B B 1 Web of the chord (IPE 330) 2 Gusset plate 580  260  15 3 Angles L150  150  15 4 Angle L100  100  10 5 Fillet weld 6 Axes of the web members Figure B.3 KT joint