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RCC Structures Design

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

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

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

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

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8
0.6
0.9
0.7

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times
Three times
Two times
Five times

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/100Q)
M/10√Q
√(M/Q)
M/100Q

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

All of the listed here
Creep of concrete
Elastic shortening of concrete
Shrinkage of concrete

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