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RCC Structures Design

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

12 mm
15 mm
11 mm
10 mm

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ + p₂)/2] h
(p₁ - p₂) ⅔h
[(p₁ - p₂)/2] h
[(p₁ + p₂)/4] h

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RCC Structures Design
The advantage of reinforced concrete, is due to

Fire-resisting and durability
Monolithic character
Economy because of less maintenance cost
All listed here

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

200 cm
150 cm
100 cm
50 cm

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

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

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

25 %
10 %
20 %
15 %

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