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RCC Structures Design

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

Four times
Two times
Three times
Five times

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

60°
30°
45°
None of these

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Three times
Two times
Five times
Four times

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

16d
12d
4d
8d

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.00775 aP
D = 0.0775 aP
D = 0.775 Pa
D = 0.07775 aP

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
None of these
One diameter of thinner bar
Twice the diameter of thinner bar

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