Bolts welds column base

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Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014 Scope of the lecture <strong>Bolts</strong> oGeneral oDesign resistance of individual fasteners oNon-preloading bolts oSlotted holes oDesign for block tearing oWorked example oSummary Welds o General o Fillet weld o Design model o Design example o Welding to flexible plate o Summary Column <strong>base</strong>s o Basis of design o Components o Base plate and concrete in compression o Base plate in bending and bolt in tension o Anchor bolt in shear o Assembly o Resistance o Stiffness o Classification o Worked examples o Summary
Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014 Resistance in shear in one shear plane F v,Rd v A f M2 ub where the shear plane passes through the unthreaded portion of the bolt v = 0,6 A f ub γ M2 is the gross cross section of the bolt is ultimate tensile strength for bolt s partial safety factors for resistance of bolts
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Bolts welds column base

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