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  1. Rajshrn6

    Horizontal Base Reactions Under Shear Walls in Pure Dead Load (ETABS)

    Hi I am new to this forum, however have been actively reading through the posts over the years. I am modelling a 4 storey masonry shear wall building and getting large lateral reaction forces under my wall restraints. The lateral reactions are about 15% of the gravity loads. Is it normal to...

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