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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

50
30
40
35

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

An elliptical curve
A straight line
A circular curve
A parabolic curve

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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

30
40
45
35

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Semi-hemisphere
Paraboloid
Ellipsoid

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RCC Structures Design
A foundation is called shallow if its depth, is

One-fourth of its width
Equal to its width
Three-fourth of its width
Half of its width

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RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On columns
On beams and columns
On beams

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