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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
4 %
1
6

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

10 mm
5 mm
15 mm
7.5 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
Under-reinforced section
Critical section
Over reinforced section

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RCC Structures Design
The load stress of a section can be reduced by

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

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hl/p
8hl/p²
8hp/l

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer
Drop hammer
Single acting steam hammer
All listed here

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