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  • Users: Chris-Eng
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  1. Chris-Eng

    Etabs and Safe Reaction Loads Differ

    Good day, I have a 4 story concrete building, shear walls, flat slab floors and roof with concrete beams and column. The model was completed in etabs, (no errors)and pier labels were added to the walls. An Axial Force Diagram was done in Etabs to show the loads acting at the reactions and wall...

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