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RCC Structures Design

RCC Structures Design
A foundation rests on

Both B and C
Foundation soil
Sub-grade
Base of the foundation

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

12 legged
6 legged
10 legged
8 legged

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

One diameter
3 diameters
3.5 diameters
2.5 diameters

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
R + 2T = 60
R + 2T= 30
2R + T = 30

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RCC Structures Design
Post tensioning system

Was widely used in earlier days
None of these
Is economical for large spans and is adopted now a days
Is not economical and hence not generally used

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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:

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

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