Given:
C15x33.9 (A36) column with (KL)x = (KL)z = 15 ft and (KL)y = 5ft.
Required:
(a) Check whether the section is nonsleder or not.
(b) Determine Pa (available axial compressive strength) in kips to 3 rd deci. pt.
Solve the entire problem as per the 2016 AISC LRFD.
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