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RCC Structures Design

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

12 mm
22 mm
20 mm
6 mm

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

10 mm
20 mm
25 mm
15 mm

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Economic section
Over reinforced section
Under-reinforced section
Critical section

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
15 mm
10 mm
12 mm

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Elastic shortening of concrete
Shrinkage of concrete
All of the listed here
Creep of concrete

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

15 mm
7.5 mm
5 mm
10 mm

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