Návrhová hodnota kritického vzpěru pro ohýbaný prut, 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)

;