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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
3.5 × 10⁻⁵
3.0 × 10⁻⁵
3.0 × 10⁻³

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RCC Structures Design
As the percentage of steel increases

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

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete and high tensile steel
High strength concrete only
Low strength concrete but high tensile steel
Low strength concrete only

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
15
25
20

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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

0.5 H
0.4 H
0.7 H
0.3 H

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
2.0 times the average
1.25 times the average
1.75 times the average

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