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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.18 %
0.10 %
0.12 %
0.15 %

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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:

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

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

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

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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

4.0 m
4.5 m
4.7 m
4.1 m

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete and high tensile steel
Low strength concrete but high tensile steel
Low strength concrete only
High strength concrete only

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
Less than 2
2.5
2

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