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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

10 %
20 %
40 %
50 %

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

2.5 diameters
One diameter
3.5 diameters
3 diameters

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

5 m
6 m
4 m
3 m

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
3 cm to 5 cm
8 cm to 10 cm
5 cm to 8 cm

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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

20 mm
15 mm
10 mm
25 mm

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RCC Structures Design
As the percentage of steel increases

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

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