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001031
2023-12-29

Critical Buckling Design Value for Bending Member, FbE

Critical Buckling Design Value for Bending Member, FbE

FbE = 1.20 · Emin'RB2
FbE = 1.20 · 510,000 psi9.652
FbE = 6,577 psi

FbE

Critical buckling design value for the bending member, psi

Emin'

= Emin ⋅ CM ⋅ CT ⋅ Ci = 510,000 psi

RB

Slenderness ratio = 9.65 < 50 (NDS Equation 3.3-5)
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