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RCC Structures Design

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

Nil
150 kg/cm²
200 kg/m²
75 kg/m²

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/30th of span
1/25th of span
1/15th of span
1/20th of span

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Shrinkage stress
Temperature stress
Load
All listed here

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
16 mm
12 mm
10 mm

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Least of the above
Breadth of the rib + half clear distance between ribs
Breadth of the rib + four times thickness of the slab
One-sixth of the effective span

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

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

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