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RCC Structures Design

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

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

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis increases
Lever arm decreases
Lever arm increases
Depth of neutral axis decreases

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 25 mm or diameter
Greater of 40 mm or diameter
Smaller of 40 mm or diameter
Smaller of 25 mm or diameter

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40
30
35
45

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No restriction on length
No decay due to termites
Higher bearing capacity
All of these

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RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
Mild steel
High carbon steel
High tension steel

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