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Design for Shear - Jim Richardson

CE 433, Fall 2006 Design of Beams for Shear 1 / 7 Another principal failure mode of reinforced concrete components, after flexure, is Shear . Flexure cracks form where the flexural tension stresses are greatest, for example at the bottom of the midspan segment of a simply supported beam. Cracks due to Shear forces form where the tension stresses due to Shear are greatest, for example near the supports of a simply supported beam. The basic Design equation for Shear says that the reduced nominal Shear capacity must be greater than the factored Shear force. Vn > Vu (11-1) The strength reduction factor for Shear = ( ) Shear Strength of Concrete".

CE 433, Fall 2006 Design of Beams for Shear 1 / 7 Another principal failure mode of reinforced concrete components, after flexure, is shear. Flexure cracks form where the flexural tension stresses are greatest, for example at the

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