Question: Given the following axial loads on a column, Dead Load = 2 0 0 k Live Load = 2 5 0 k Roof Live Load

Given the following axial loads on a column,
Dead Load =200 k
Live Load =250 k
Roof Live Load =50 k
Snow Load =35 k
Wind Load (1)=80 k, Wind Load (2)=-65 k
Earthquake Load (1)=60 k, Earthquake Load (2)=-70 k
Determine the maximum and the minimum factored axial load on the column using the
ASCE LRFD load combinations.

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