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RCC Structures Design

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

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

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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

√(R² + T²)
R + T
T - R
R - T

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
All listed here
30°
45°

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RCC Structures Design
The toe projection of foundation slabs is taken

Below ground surface
As one sixth of overall height of the wall
Equal to heel slab
As one third of the base

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RCC Structures Design
A ribbed slab is provided for

Acoustic insulation
A plain ceiling
Thermal insulation
All of these

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

15 mm
11 mm
10 mm
12 mm

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