9x
001027
2024-01-16

Critical Buckling Design Value for Compression Member in Minor Axis, FcEy

Critical Buckling Design Value for Compression Member in Minor Axis, FcEy
FcEy = FcE2 = 0.822 · Emin'le2d22

FcEy = FcE2 = 0.822 · 510,000 psi36.0 in1.5 in2

FcEy = FcE2 = 728 psi
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