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Shear Stress

Shear Stress

www-scf.usc.edu

Maximum Transverse Shear Stress For a narrow rectangular section we can work with the equation t = VQ It to calculate shear stress at any vertical point in the cross section. Hence, the shear stress at a distance y from the neutral axis Q = b· h 2 y · y+ h/2 2y 2 = b 2 · h 4 y2

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