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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2300 kg/m³
2200 kg/m³
2500 kg/m³
2400 kg/m³

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
6 mm
4 mm
7 mm

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

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RCC Structures Design
The neutral axis of a T-beam exists

At the bottom edge of the slab
All listed here
Below the slab
Within the flange

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

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

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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
4.1 m
4.7 m
4.5 m

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