Steel Buildings in Europe

Title Appendix B Worked Example: Design of a truss node with gusset 16 of 44 5 - 95 The moment due to eccentricity is divided out according to the distance i r  between the centre of bolts b i and the centre of gravity of the joint:     5 1 2 i i 1,a,Ed M,bi r r M F F M,b6,h’ F M,b6,v’ F M,b6 F N,b6 N 3,g,Ed M 3,g,Ed G h’ v’ b 4 b 5 b 6 b 2 b 3 b 1 Figure B.14 Connection N3 – Gusset component – Locations F V,b1,Ed G h v F V,b1,h,Ed F V,b1,v,Ed b 3 b 2 b 1 b 4 b 5 b 6 Figure B.15 Connection N3 – Gusset component – Loadings