Critical Buckling Design Value for Bending Member, FbE

Critical Buckling Design Value for Bending Member, F_bE

F_{bE} = \frac{1.20 \cdot E_{\min}'}{{R_{B}}^{2}}

F_{bE} = \frac{1.20 \cdot 510, 000 psi}{{9.65}^{2}}

F_{bE} = 6, 577 psi

F_bE	Critical buckling design value for the bending member, psi
E_min'	= E_min ⋅ C_M ⋅ C_T ⋅ C_i = 510,000 psi
R_B	Slenderness ratio = 9.65 < 50 (NDS Equation 3.3-5)

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