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RCC Structures Design

RCC Structures Design
The live load to be considered for an accessible roof, is

Nil
150 kg/m²
200 kg/cm²
75 kg/m³

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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
Not less than 6
Equal to 7

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

√(R² + T²)
R - T
R + T
T - R

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
10 mm
12 mm
8 mm

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

15 mm
20 mm
10 mm
25 mm

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

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

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