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A rectangle beam 230mm x 450mm (effective depth) is reinforced with a bar of 16mm diameter out of which two bars are bent at $45^0$.
written 6.2 years ago by | • modified 3.7 years ago |
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 |
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