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RCC Structures Design

RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.5 H
0.4 H
0.3 H
0.7 H

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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:

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

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Octagonal columns is 8
All listed here
Circular columns is 6
Rectangular columns is 4

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

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

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RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
5% of wall weight
7% of wall weight
12% of wall weight

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RCC Structures Design
Post tensioning system

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

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