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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

40 %
50 %
20 %
10 %

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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

35
45
40
30

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One-third of the width of the stem at the bottom
Width of the stem at the bottom
One fourth of the width of the steam at the bottom
One half of the width of the stem at the bottom

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
All listed here
To provide high bond stresses
To overcome high bearing stresses developed at the ends

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
All of the listed here

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Shear force/(Lever arm × Width)
Width/(Lever arm × Shear force)
(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)

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