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Development of Shear Capacity Equations for Rectangular Reinforced Concrete Beams

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Figure

Fig. 3:  True shear failure.
Fig. 5:  Beams of a/d-series
Fig. 7:  E-series Beams having shear span to depth  ratio < 2.5
Fig. 9:   Shear strength vs (a/d)
+2

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