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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/2
h/4
h/3
2h/3

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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
4,120 kg
41,200 kg
412,000 kg

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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

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

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete but high tensile steel
High strength concrete only
Low strength concrete only
High strength concrete and high tensile steel

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Two times
Four times
Five times
Three times

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Overall thickness of the rib
All of the listed here
Breadth of the rib
Centre to centre distance between T-beams

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