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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 30
R + 2T= 30
2R + T = 60
R + 2T = 60

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

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

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

2 × Q/jdƩO
Q/3jdƩO
Q/2jdƩO
Q/jdƩO

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.5 × 10⁻⁵
3.0 × 10⁻²
3.0 × 10⁻³
3.0 × 10⁻⁵

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + four times thickness of the slab
Breadth of the rib + half clear distance between ribs
One-sixth of the effective span
Least of the above

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RCC Structures Design
High strength concrete is used in pre-stressed member

To provide high bond stresses
To overcome high bearing stresses developed at the ends
To overcome bursting stresses at the ends
All listed here

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