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  1. Mubeen Abid
    As salam alaikum, Which code we have to use for design of Shear Wall in Etabs(UBC 1997 or ACI 318)?? Also I have shear wall supporting floating column (which is supporting 8 slabs), I have checked this wall for special seismic combination with EQ Load factor of 2.8. It is showing me shear reinforcement of 10,000 mm2,Kindly suggest me how to deal with this condition??
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