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  • Users: majmal11
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  1. majmal11

    Shear Wall Meshing problem in Sap20000

    Hi everyone.....I'm doing pushover analysis of reinforced concrete frame with shear wall.When I try to run analysis in sap2000 without meshing of shear wall I'm getting top displacement approximately 0.25 meters as well as hinges were formed in almost all members.Whereas when I run same problem...

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