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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

All listed here
Is dry
Is not cohesive
Is free from moisture

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

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

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + half clear distance between ribs
Breadth of the rib + four times thickness of the slab
Least of the above
One-sixth of the effective span

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.3 H
0.7 H
0.4 H
0.5 H

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One and half lever arm of the section
One-half lever arm of the section
Lever arm of the section
One-third lever arm of the section

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
All listed here
Temperature stress
Shrinkage stress

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