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Question
Axial load carrying capacity of an R.C. column of gross area of concrete Ac, area of steel As, and permissible stresses in concrete σc and σs  in steel, mmodular ratio is given as
daØhV dk ldy {ks=Qy Ac, LVhy dk {ks=Qy As rFkk daØhV vkSjh LVhy esa vuqes; ruko Øe'k% σc,oa gksus σs ij R.C. dkWye dh v{kh; Hkkj ogu {kerk dk O;atd D;k gksxk\
A.
σc As + (m-1) σc As
B.
σc As + mσc As
C.
σcAs + mσs As
D.
σc (A-AS) + σs As
Answer ( Option D)

σc (A-AS) + σs As

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