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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

20 kg/cm²
10 kg/cm²
15 kg/cm²
25 kg/cm²

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40
30
45
35

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RCC Structures Design
The minimum head room over a stair must be

230 cm
210 cm
205 cm
200 cm

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Decreased gradually towards the edge
Increased gradually towards the edge
Kept zero at the edge
Kept uniform throughout

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20
25
10
15

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Thrice the diameter
Four times the diameter
Twice the diameter

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