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RCC Structures Design

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

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

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Circular columns is 6
Rectangular columns is 4
Octagonal columns is 8
All listed here

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

All of these
Resist the shrinkage stress
Distribute the load
Resist the temperature stresses

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

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

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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

10 mm
15 mm
25 mm
20 mm

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

36 mm diameter
24 mm diameter
18 mm diameter
30 mm diameter

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