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1. For the building shown below, calculate the dead load, reduced live load, and maximum design load per IBC 2012, LRFD load

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Beam- FLOOR LOADS Dead Load 60 psf Live Load 80 psf Method of Design LRFD Type of Beam Edge beam without cantilever slab As pBeam-ll FLOOR LOADS D 60 psf Dead Load 80 psf Live Load L Method of Design LRFD Type of Beam Interior Beam As per Table of ASCOLUMN A3 Dead Load D 60 psf L. 80 psf Live Load Number of floors 1 Type of Column Exterior column without cantilever slab AsCOLUMN B2 Dead Load D 60 psf L. 80 psf Live Load Number of floors 1 Type of Column i Interior Column As per Table of ASCE7, tCOLUMN B2 (supporting 4 stories) Dead Load D 60 psf Live Load L. 80 psf Number of floors 4 Type of Column i Interior Column A

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