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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

50
40
30
35

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.5
3.0
2.0
1.0

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
3 cm to 5 cm
5 cm to 8 cm
12 cm to 15 cm

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RCC Structures Design
A foundation is called shallow if its depth, is

Half of its width
Three-fourth of its width
One-fourth of its width
Equal to its width

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

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

All listed here
Its own weight
Load of the surcharge, if any
Weight of the soil above it

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