If Ac
, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and c
are the modular ratio and maximum stress in the configuration of concrete, the strength of
column is
(A) cAc
+ m cAsc
(B) c
(A - Asc) + m cAsc
(C) c
[A + (m - 1)ASC]
(D) All the above
, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and c
are the modular ratio and maximum stress in the configuration of concrete, the strength of
column is
(A) cAc
+ m cAsc
(B) c
(A - Asc) + m cAsc
(C) c
[A + (m - 1)ASC]
(D) All the above