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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
10 kg/cm²
15 kg/cm²
20 kg/cm²

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

All listed here
30°
40°
45°

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

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5
0.6
0.4
0.7

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.0
2.0
3.0
1.5

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

30
50
35
40

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