Trouser
Structural
- Jan 31, 2011
- 19
I am analyzing an HSS Round section to determine combined stresses for evaluation of fatigue. The AASHTO Standards for Signs, Luminaires, and Signals 2009 is the governing code.
In several of the critical location the section experiences bending (multiple axes), axial compression, and shear (multiple axes). Could someone provide clarification on how these stresses can be combined? Is it simply addition or are square roots of the sum of the squares required? We recently had an office fire, which took my strengths of materials literature, so I could really use the help.
i.e.
fa + fvx + fvy + fbx + fby
fa + SQRT(fvx^2 + fvy^2) + SQRT(fbx^2 + fby^2)
or some other variation?
In several of the critical location the section experiences bending (multiple axes), axial compression, and shear (multiple axes). Could someone provide clarification on how these stresses can be combined? Is it simply addition or are square roots of the sum of the squares required? We recently had an office fire, which took my strengths of materials literature, so I could really use the help.
i.e.
fa + fvx + fvy + fbx + fby
fa + SQRT(fvx^2 + fvy^2) + SQRT(fbx^2 + fby^2)
or some other variation?