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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 × 10⁻⁵
3.0 × 10⁻³
3.5 × 10⁻⁵

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Capital
Column head
Drop panel

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
Shrinkage stress
Load
All listed here

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

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RCC Structures Design
On piles, the drop must be at least

123 cm
124 cm
80 cm
120 cm

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

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

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