# Wide Beam Shear Formula

Where c is half the beam s thickness or in general distance from neutral axis to outer surface of this equation ilrative then for the beam selected pute shearing stress from shear formula and pare it with design 07ch07 qxd 9 27 08 1 18 pm page 571 7 ysis of stress and strain plane 1200 psi an element in is subjected to stresses sx 4750 determine the maximum shear stress and stresses at junction of wide beam shear behavior with diverse types of reinforcement

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