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RCC Structures Design

RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.5 m
4.1 m
4.0 m
4.7 m

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete only
High strength concrete and high tensile steel
Low strength concrete but high tensile steel

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the centre of the beam
Kept constant throughout the length
Decreased towards the centre of the beam
Increased at the ends

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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
35
45

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Continuous beam
Simply supported beam
Cantilever beam
None of these

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is free from moisture
Is not cohesive
Is dry
All listed here

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