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Posted: Tue Aug 07, 2018 1:13 pm Post subject: ETABS_Shear Force in Column as per IS 13920
we have attached on interesting documents. I am just try to convert shear force to earthquake lateral force % contribution. May be it is wrong. but try it & replied me for make this topic end perfectly.
Generally, structural engineer blindly followed the code but at end of day when steel quantities reach at 8kg/sq-ft in 20 storied building. when it is residence building with all major shear wall & followed all code criteria of shear walls, beams, columns and slabs. Is it perfect design?
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