Column
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Fy=
ksi
Column size =
H100x100
H125x125
H150x150
H200x200
H250x250
H300x300
H350x350
H400X400
I150x75
I150x100
I200x100
I250x125
I300x150
I350x175
I400x200
I450x200
Column height =
ft
Pu =
k
Mux =
k-ft
Muy =
k-ft
Axial Strength =
k-ft
Buckling =
k
Flexural Strength (Flange) =
k-ft
Flexural Strength (Web) =
k-ft
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