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29.12.2023

Využití pro kombinovaný dvouosý ohyb a osový tlak

Combined Biaxial Bending and Axial Compression Design Ratio

fcFcEy + fbxFbE2 ≤ 1,0
171728 + 3536 5772 = 0,24

fc

Compression stress due to the dead and snow load

FcEy

Critical buckling design value for the compression member in the minor axis

fbx

Major-axis bending stress due to the wind load

FbE

Critical buckling design value for the bending member
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