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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
10% of wall weight
5% of wall weight
7% of wall weight

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Over reinforced section
Economic section
Critical section
Under-reinforced section

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 a
D = 0.775 √a
D = 0.775 a²
D = 0.0775 a

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d + n/3
d - n/3
n
d

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
2
Less than 2
Less than 2.5

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/3) (1 - 5/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/2) (1 - 3/qmax)

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