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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

38 d
28 d
58 d
48 d

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RCC Structures Design
The number of treads in a flight is equal to

Risers in the flight
Risers minus one
Risers plus one
None of these

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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
35
45
30

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One and half lever arm of the section
Lever arm of the section
One-third lever arm of the section
One-half lever arm of the section

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RCC Structures Design
The width of the flange of a T-beam should be less than

Breadth of the rib plus twelve times the thickness of the slab
Distance between the centers of T-beam
Least of the above
One-third of the effective span of the T-beam

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

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