RCC Structures Design - Civil Engineering Questions and Answers

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In a beam the local bond stress S_b, is equal to

$\frac { \text{shear fore} } { \text{Lever arm *Total perimeter of reinforcement} }$

$\frac { \text{Total perimeter of reinforcement} } { \text{Lever am*shear force} }$

$\frac { \text{Lever arm}} { \text{shear force*Total perimeter of reinforcement}}$

$\frac { \text{Lever arm} } { \text{Bendimg moment 8Total perimeter} }$

Answer : Option A

Explanation :

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