Mechanics Of Materials - Formulas And Problems:... -

σmax=McIsigma sub m a x end-sub equals the fraction with numerator cap M c and denominator cap I end-fraction 4. Transverse Shear Internal shear forces ( ) result in shear stresses across the cross-section.

σ=Eϵwhere E is Young′s Modulussigma equals cap E epsilon space where cap E is Young prime s Modulus Mechanics of Materials - Formulas and Problems:...

σ=PAsigma equals the fraction with numerator cap P and denominator cap A end-fraction The deformation per unit length. σmax=McIsigma sub m a x end-sub equals the