Kritischer Bemessungswert des Knickens für Druckstab in schwacher Achse, FcEy

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

F_{cEy} = F_{cE 2} = \frac{0, 822 \cdot E_{\min}'}{{[\frac{l_{e 2}}{d_{2}}]}^{2}}

F_{cEy} = F_{cE 2} = \frac{0, 822 \cdot 510.000 psi}{{[\frac{36, 0 in}{1, 5 in}]}^{2}}

F_{cEy} = F_{cE 2} = 728 psi

F_cEy	Critical buckling design value for the compression member in the minor axis, psi
E_min'	= E_min ⋅ C_M ⋅ C_T ⋅ C_i = 510,000 psi
l_e2	Effective length = 36.0 in
d₂	Member thickness = 1.5 in