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Engineering, 20.10.2020 16:01 kassandrarosario1115

he floor plan of a 10-story office building is given below. Load case 2 for dead pluslive load is considered for several columns to illustrate the application of live load reduction to members that support loads from two or more floors. The building is tobe designed for flexibility so the nominal live load will be 80 psf and the calculate dead load is 100psf.

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