Discussion :: RCC Structures Design
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In a beam the local bond stress Sb, is equal to
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A.
\( \frac { \text{shear fore} } { \text{Lever arm *Total perimeter of reinforcement} } \) |
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B.
\( \frac { \text{Total perimeter of reinforcement} } { \text{Lever am*shear force} } \) |
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C.
\( \frac { \text{Lever arm}} { \text{shear force*Total perimeter of reinforcement}}\) |
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D.
\(\frac { \text{Lever arm} } { \text{Bendimg moment 8Total perimeter} }\) |
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Answer : Option A
Explanation :
No answer description available for this question.
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