The column base is loaded by tension and shear.
The difference in anchor utilization is 3% due to the occurrence of prying forces in CBFEM.
SteelVerificationsCSA (Canada)Connection
Anchor bolts in tension and shear
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In the attached verification example, an anchoring is designed according to CSA S14-16 and CSA A23.3-14 and the resistances are compared to CBFEM results.