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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

4 %
1
0.15 %
6

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One fourth of the width of the steam at the bottom
Width of the stem at the bottom
One-third of the width of the stem at the bottom
One half of the width of the stem at the bottom

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
16
8
12

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3 diameters
2.5 diameters
3.5 diameters
One diameter

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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
4.1 m
4.5 m

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 700/3C
m = 2800/3C
m = 3500/3C
m = 1400/3C

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