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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
15
20
25

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Needs revision of section
Is safe with stirrups and inclined bars
Is safe in shear
Is safe with stirrups

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

56
30
40
50

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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
30
40

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Distance between the centers of the bearings
None of these

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Rectangular
Square
Triangular
Trapezoidal

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