Column Axial Capacity Check

Safety Factors:

Ω = 0.00

φ = 0.00

W-Section Compaction Check:

b / 2tf = 0.00

h / tw = 0.00

λf = 0.00

λw = 0.00

Flange and Web are not Compact!

Member Slenderness Ratio:

KL/rx = 0.00

rx = 0.00

KL/ry = 0.00

ry = 0.00

Critical Slenderness Ratio = 0.00

W-Section Area / Effective Area:

Ae = 0.00 sq-in

Ag = 0.00 sq-in

Elastic Buckling Stress (Fe):

Fe = 0.00 kip

Critical Stress (Fcr):

Fcr = 0.00 kip

Column Axial Capacity (Pn):

Pn = 0.00 kip

Pn / Ω = 0.00 kip

φ Pn = 0.00 kip