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RCC Structures Design

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

150 kg/cm²
Nil
200 kg/m²
75 kg/m²

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Column head
Capital
Drop panel

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept uniform throughout
Decreased gradually towards the edge
Increased gradually towards the edge
Kept zero at the edge

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A circular curve
A straight line
A parabolic curve
An elliptical curve

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

10 %
15 %
25 %
20 %

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

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

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