Discussion :: RCC Structures Design
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In a doubly-reinforced beam if c and t are stresses in concrete and tension reinforcement, d is the effective depth and n is depth of critical neutral axis n, the following relationship holds good
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A.
\( \frac { mc } { t } \) = \(\frac { n } { d-n }\) |
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B.
\(\frac { m+c } { t} \) = \(\frac { n } { d+n }\) |
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C.
\(\frac { t+c } { m} \) = \(\frac { d+n} { n} \) |
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D.
\( \frac { mc } { t } \) = \(\frac { d-n} { n} \) |
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E.
\( \frac { m } { t+c } \) = \(\frac { n } { d-n }\) |
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Answer : Option A
Explanation :
No answer description available for this question.
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