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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
75 cm
30 cm
40 cm

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

None of these
With the perpendicular to the inclined plane of the soil
With the horizontal
With the vertical

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Circular columns is 6
All listed here
Rectangular columns is 4
Octagonal columns is 8

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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

1.5
2.0
3.0
1.0

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

None of these
41,200 kg
4,120 kg
412,000 kg

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)
Width/(Lever arm × Shear force)
Shear force/(Lever arm × Width)

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