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RCC Structures Design

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

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

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
0.25 times the diameter of the column
4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P sin θ
W - 2P cos θ
W - P sin θ
W - P cos θ

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Base slab is made 10 cm thicker than the stem
All listed here
Thickness of the stem is kept same throughout
Width of the base slab is kept 0.7 time the total height of the wall

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R - T
√(R² + T²)
R + T
T - R

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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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