Question: A = 6 , B = 3 , C = 3 , D = 4 , E = 6 , F = 1 , G

A=6,B=3,C=3,D=4,E=6,F=1,G=9
The various axial loads for a building column have been computed according to the applicable
building code, with the following results: dead load =200+A=,k; load from roof =50+
B ,k(roof live load); live load from floors (reduced as applicable for large floor area and
multistory columns
A = 6 , B = 3 , C = 3 , D = 4 , E = 6 , F = 1 , G

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