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RCC Structures Design

RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/4th of the span
1/6th of the span
1/5th of the span
1/7th of the span

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

More loaded column
A point of the maximum shear force
Less loaded column
A point of zero shear force

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Less than 6
Equal to 6
Equal to 7
Not less than 6

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Breadth of the rib
Centre to centre distance between T-beams
All of the listed here
Overall thickness of the rib

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

20 kg/cm²
5 kg/cm²
15 kg/cm²
10 kg/cm²

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

30 cm
25 cm
35 cm
20 cm

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