A rectangle beam 230mm x 450mm (effective depth) is reinforced with a bar of 16mm diameter out of which two bars are bent at $45^0$.

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yashbeer ★ 11k

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Determine the shear resistance of the bent up bars and additional shear reinforcement required if the ultimate shear force is 300kN. Design shear reinforcement. Adopt M20 and Fe415.

Pt %	0.25	0.50	0.75	1.0	1.25	1.50	1.75	2.0	2.25	2.5
$\tau$	0.36	0.48	0.56	0.62	0.67	0.72	0.75	0.79	0.81	0.83

reinforced concrete structures theory

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