1.

A rectangular column section of 250 mm 400 mm is reinforced with five steel bars of grade Fe 500, each of 20 mm diameter. Concrete mix is M 30. Axial load on the column section with minimum eccentricity as per IS: 456-2000 using limit state method can be applied up to

A. 1707.37
B. 1805.30
C. 1806.40
D. 1903.7
Answer» B. 1805.30


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