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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.2
0.7
0.9

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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

Triangular
Square
Rectangular
Trapezoidal

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 a
D = 0.775 a²
D = 0.0775 a
D = 0.775 √a

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

15 %
10 %
20 %
25 %

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
55
40
50

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
7.6 kg/cm²
8.3 kg/cm²
21.5 kg/cm²

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