Calculate the lateral seismic loads for each elevated floor and roof using equivalent lateral force procedure (ASCE 7-16

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Calculate the lateral seismic loads for each elevated floor and roof using equivalent lateral force procedure (ASCE 7-16

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Calculate the lateral seismic loads for each elevated floor and
roof using equivalent lateral force procedure (ASCE 7-16). Givens:
4 stories (3 elevated floors and a roof). Site class 3 in Marietta,
Georgia. Seismic weight at each elevated floor is 2000 kips and
2200 kips at the roof. Ordinary reinforced concrete shear
walls.
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