Steel Buildings in Europe

Title Appendix B Worked Example: Design of a truss node with gusset 11 of 44 5 - 90 172 124 76 90 57 99 141 33 60 57 67,5 65 67 65 65 35 C C G Figure B.10 Connection N3 – Sizes (in mm) and positioning 60 33 57 42.5 15 1 1 Angles neutral axis Figure B.11 Connection N3 – Section CC 3.3.1. Connection N3 – Design forces With: N 3,Ed Axial compression force at an eccentricity of e N 3 to the centre of gravity of the joint M 3,N,Ed Bending moment resulting from the eccentricity, M 3,N,Ed = e N3 N 3,Ed . For the gusset: N 3,g,Ed = 609,4 kN e N3 = 44,5 mm M 3,g,Ed = e N3 N 3,g,Ed = 27,12 kNm