SSC JE Civil 15 Nov 2022 Shift 2 Solved Paper
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Question : 183 of 200
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As per IS 456 ∶ 2000, short axially loaded RC column members using mild steel are des by the equation
where,
Pu = factored axial load on the member
fck = characteristic compressive strength of the concrete
fy = characteristic strength of the compression reinforcement
Ag = gross cross sectional area
Ac = area of concrete
Asc = area of longitudinal reinforcement of column
where,
Pu = factored axial load on the member
fck = characteristic compressive strength of the concrete
fy = characteristic strength of the compression reinforcement
Ag = gross cross sectional area
Ac = area of concrete
Asc = area of longitudinal reinforcement of column
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