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RCC Structures Design

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

0.5 H
0.7 H
0.4 H
0.3 H

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for interior panels without drop
L/36 for end panels without drops
All listed here
L/32 for end panels without drops

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Not less than 6
Less than 6
Equal to 7
Equal to 6

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc(A - Asc) + m σcAsc
σc[A + (m - 1)Asc]
All listed here
σcAc + m σcAsc

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times
Two times
Five times
Three times

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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

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

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