Civil Engineering > GATE 2018 SET-1 > Reinforced Concrete Design
An RCC short column (with lateral ties) of rectangular cross section of 250 mm × 300 mm is reinforced with four numbers of 16 mm diameter longitudinal bars. The grades of steel and concrete are Fe415 and M20, respectively. Neglect eccentricity effect. Considering limit state of collapse in compression (IS 456: 2000), the axial load carrying capacity of the column (in kN, up to one decimal place), is _______.
Correct : 815 to 830 (or) 905 to 920
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