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Given:Building Column Axial Dead Load, PD =100 kips Axial Floor Live Load, PL200 kips Axial Roof Live Load. PL = 50 kips Axial Earthquake Load, PEn =125 kips (Overturning force
due to Eh) Sps = 1.0 g Find:Maximum Down and Upward Design Axial Load using ASD Load Factors
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