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  • Users: Alok04
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  1. Alok04

    Etabs- Horizontal Shear Due to Vertical (Dead Loads)

    Hi Everybody, I have just started working on Etabs.I am working on model of a 20 strorey Building in Seismic Zone 2. After running the analysis i've found that even for pure vertical load cases i am getting lot of shear force (About 2500 kN) in shear walls. I've checked the model for all...

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