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Improvement of ductility in shear failures of reinforced concrete deep beams by diagonal confinement.

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Figure

Fig 1: Struts in two point loaded beam
Fig 2: Load Vs Deflection curves for standard Size Cylinders
Fig 3: (a) Beam of depth 350mm, (b) Isometric view of the Beam
Fig 4: Load Vs Deflection curves for 350mm deep beams
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