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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2300 kg/m³
2500 kg/m³
2400 kg/m³
2200 kg/m³

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

12 cm to 15 cm
10 cm to 12 cm
8 cm to 10 cm
6 cm to 7.5 cm

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.4 H
0.7 H
0.5 H
0.3 H

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

12 legged
8 legged
10 legged
6 legged

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

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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
Shrinkage of concrete
Elastic shortening of concrete
Creep of concrete

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