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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
R + 2T= 30
2R + T = 30
R + 2T = 60

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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

8hl/p²
8hp/l²
8hp/l
8hl/p

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

20 %
25 %
10 %
15 %

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Freyssinet system
C.L. standard system
Magnel-Blaton system
Lee-McCall system

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis increases
Lever arm increases
Lever arm decreases
Depth of neutral axis decreases

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Economic section
Critical section
Balanced section
All listed here

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