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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
12 mm
20 mm
22 mm

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RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
12% of wall weight
5% of wall weight
7% of wall weight

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RCC Structures Design
The load stress of a section can be reduced by

Replacing larger bars by greater number of small bars
Increasing the total perimeter of bars
Replacing smaller bars by greater number of greater bars
Decreasing the lever arm

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times
Four times
Three times
Two times

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

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

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

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

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