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Seismic design for the connection between a concrete column, anchor bolts, and a steel flange column ensures the connection can resist earthquake-induced forces. Here’s a detailed approach: 1. Governing Codes and Standards ACI 318: For concrete design, including anchor bolt embedment and concrete stress under seismic forces. AISC 341: Seismic provisions for structural steel systems, including ductile detailing requirements. ASCE 7: Seismic load determination and design requirements. Local buildi
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Because of loading on slab, positive moment (sagging ) generated at mid span that is tension steel require at bottom and second thing at support negative moment getting develop (Hogging) requires tension steel at top. Now we can provide tension steel at top of support by providing bent up bars which will be provided like this video, That means alternate bars from the bottom steel bent up at top! Role of bent up bars: -To resist negative bending moment at support. -To resist shear force which is
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