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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.2
0.8
0.7

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/4th of the span
1/5th of the span
1/7th of the span
1/6th of the span

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RCC Structures Design
The neutral axis of a T-beam exists

Below the slab
All listed here
At the bottom edge of the slab
Within the flange

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

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

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.25 times the average
2.0 times the average
1.50 times the average
1.75 times the average

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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

Under-reinforced section
Over reinforced section
Economic section
Critical section

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