62x
001027
29.12.2023

Návrhová hodnota kritického vzpěru pro tlačený prut ve vedlejší ose, 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



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