Bolts welds column base

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Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014 FE model Rupture Topkaya C., 2004, A finite element parametric study on block shear failure of steel tension members, Journal of Constructional Steel Research, 60, 1615 – 1635, ISSN 0143-974X.
Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014 Design model Symmetric bolt group subject to concentric loading V eff,1,Rd = f u A nt / M2 + (1/√3) f y A nv / M0 A nt net area subjected to tension A nv net area subjected to shear Eccentric loading V eff,2,Rd = 0,5 f u A nt / M2 + (1/√3) f y A nv / M0
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