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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2200 kg/m³
2300 kg/m³
2400 kg/m³
2500 kg/m³

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-half lever arm of the section
One-third lever arm of the section
One and half lever arm of the section
Lever arm of the section

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

30°
All listed here
45°
40°

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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 6
Equal to 7

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RCC Structures Design
An under-reinforced section means

Steel will yield first
Steel provided on one face only
Steel provided is insufficient
Steel is provided at the underside only

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

25
15
20
10

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