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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°
25°
55°
35°

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
20 kg/cm²
10 kg/cm²
25 kg/cm²

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
20 %
40 %
10 %

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth
1/3 to 1/2 of rib depth
1/7 to 1/3 of rib depth

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.5 × 10⁻⁵
3.0 × 10⁻⁵
3.0 × 10⁻²
3.0 × 10⁻³

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Paraboloid
Semi-hemisphere
Ellipsoid

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