Critical Buckling Design Value for Compression Member in Minor Axis, FcEy
FcEy |
Critical buckling design value for the compression member in the minor axis, psi |
Emin' |
= Emin ⋅ CM ⋅ CT ⋅ Ci = 510,000 psi |
le2 |
Effective length = 36.0 in |
d2 |
Member thickness = 1.5 in |