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RCC Structures Design

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

4 %
0.15 %
6
1

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry
All listed here
Is not cohesive
Is free from moisture

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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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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

2WR²/16
5WR²/16
3WR²/16
WR²/16

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

41,200 kg
412,000 kg
4,120 kg
None of these

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

25
10
20
15

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