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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

$\frac { mc } { t }$ = $\frac { n } { d-n }$

$\frac { m+c } { t}$ = $\frac { n } { d+n }$

$\frac { t+c } { m}$ = $\frac { d+n} { n}$

$\frac { mc } { t }$ = $\frac { d-n} { n}$

$\frac { m } { t+c }$ = $\frac { n } { d-n }$

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Answer : Option A

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