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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Four times
Six times
Three times
Five times

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

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

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome high bearing stresses developed at the ends
To provide high bond stresses
To overcome bursting stresses at the ends
All listed here

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

15 mm
25 mm
10 mm
20 mm

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strip
Footing
Strap
Raft

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Coincides the geometrical centre of the beam
Remains within the flange
Remains below the slab
None of these

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