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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
2.5
Less than 2
2

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

25
20
35
30

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum shear force
Maximum bending moment
Minimum bending moment
Minimum shear force

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/4th of the span
1/5th of the span
1/6th of the span
1/7th of the span

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
None of these
Twice the diameter of thinner bar
One diameter of thinner bar

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.0 m
4.5 m
4.1 m

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