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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

124 cm
123 cm
120 cm
80 cm

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RCC Structures Design
The minimum head room over a stair must be

230 cm
200 cm
205 cm
210 cm

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters
18 bar diameters
12 bar diameters
24 bar diameters

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

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

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
7.5
0.87
8.5

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Lee-McCall system
C.L. standard system
Freyssinet system
Magnel-Blaton system

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