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  1. Lehigh2001

    Base Shear Calculation fron IBC and ASCE-7

    We have a 5-story parking garage in Washington DC area with a dimension of 204’ by 120’. I am in the process of calculating the base shear due to seismic and wind loads. For seismic loads, IBC 2003 Section 1617.4 and ASCE-7 2005 Section 12.8 were used for comparison purposes. IBC Equation...

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