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Engineering
Mechanical Engineering
Maximum shear stress in an assymetric cross-section
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[QUOTE="FEAnalyst, post: 6402709, member: 658802"] [B]TL;DR Summary:[/B] Is it possible to calculate maximum shear stress due to bending of a beam with assymetric cross-section analytically ? Hi, the formula for average shear stress in cross-section due to bending is simple: $$\tau=\frac{V}{A}$$ There’s also a formula for maximum shear stress in cross-section: $$\tau_{max}=\frac{VQ}{Ib}$$ But, from what I know, this equation is limited to symmetric cross-sections (rectangular, I section, T section and so on). What about the asymmetric sections such as the L section ? Is it possible to calculate maximum shear stress analytically in such case ? [/QUOTE]
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Mechanical Engineering
Maximum shear stress in an assymetric cross-section
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