AISC: Column Design ( Combine Axial and Moment Interaction)


Project No            
Axial Load (kip)
 
Moment (ft-kip) Top Bottom
Major Axis
Minor Axis
Clockwise +ve Moment
 
Height (ft) Major Axis Minor Axis
Unbraced Ht.
 
Eff. Length factor 0.65 0.801.20 1.002.10 2.00
Major Axis
Minor Axis
 
Shape W M S HP C L Pipe Tube

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