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Reinforced Cement Concrete

Design of Vertical Stirrups

In a combined...

Question

In a combined footing, in the zones where the shear stresses are less than $5 k g / c m^{2}$ , stirrups to be provided are generally

A

2-legged

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B

4-legged

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C

8-legged

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D

12-legged

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Solution

The correct option is B 4-legged
b

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τ_{v}

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.

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