Question: Dead Load = 1 2 5 psf Live load = 7 5 psf Using LRFD and ASD. Can you find me an appropriate A -

Dead Load =125psf
Live load =75psf
Using LRFD and ASD. Can you find me an appropriate A-B girder and B-C girder. Can you find me an appropriate column for A and B. Can you find me a appropriate beam for A-2 and B-2. Use asce and aisc design codes. HEIGHT of this floor is 12'. This is the aerial view and all other dimensions needed are shown. Thanks and will upvote.
Dead Load = 1 2 5 psf Live load = 7 5 psf Using

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