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  • Users: DNBINC
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  1. DNBINC

    Net uplift on shear wall

    I am trying to figure out some calculations but I have run into a problem on the shear walls on a flexible diaphragm. In reviewing this engineers work he came up with the following values. Total shear panel length=13.5' panel length=6' Vasd=75.6 wall hieght=8' Motm=3628.8 uniform load=300lbs...
  2. DNBINC

    Net uplift on a Shear wall?

    I am trying to figure out some calculations but I have run into a problem on the shear wallson a flexible diaphragm. In reviewing this engineers work he came up with the following values. Total shear panel length=13.5' panel length=6' Vasd=75.6 wall hieght=8' Motm=3628.8 uniform load=300lbs...

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