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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
150 kg/cm²
Nil
75 kg/m²

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

37 cm
40 cm
39 cm
38 cm

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Magnel-Blaton system
Lee-McCall system
Freyssinet system
C.L. standard system

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RCC Structures Design
On piles, the drop must be at least

124 cm
120 cm
123 cm
80 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 vertical
With the horizontal
With the perpendicular to the inclined plane of the soil

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RCC Structures Design
The number of treads in a flight is equal to

None of these
Risers minus one
Risers in the flight
Risers plus one

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