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RCC Structures Design

RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strip
Strap
Footing
Raft

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/2P
WL/P
WL/3P
WL/4P

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end
Free end
Mid span and fixed support
Mid span

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
15 mm
12 mm
11 mm

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight below centroidal axis
Parabolic with convexity downward
Parabolic with convexity upward
Straight above centroidal axis

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

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

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