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civil engineering rcc structures design
1. If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is
(A): σc(A - Asc) + m σcAsc
(B): σcAc + m σcAsc
(C): σc[A + (m - 1)ASC]
(D): all the above.
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