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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry
Is free from moisture
All listed here
Is not cohesive

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/jdƩO
Q/2jdƩO
Q/3jdƩO
2 × Q/jdƩO

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

150 kg/m²
Nil
200 kg/cm²
75 kg/m³

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RCC Structures Design
A foundation is called shallow if its depth, is

One-fourth of its width
Equal to its width
Three-fourth of its width
Half of its width

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

15 cm²
16 cm²
17 cm²
14 cm²

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

Twice the diameter of thinner bar
One diameter of thinner bar
One diameter of thicker bar
None of these

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