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RCC Structures Design

RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On beams and columns
On beams
On columns

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
12
8
16

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the temperature stresses
Distribute the load
All of these
Resist the shrinkage stress

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

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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

0.7 H
0.4 H
0.3 H
0.5 H

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A cut-off wall
All listed here
A key
A rib

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