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RCC Structures Design

RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.1 m
4.0 m
4.5 m

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
4.0 cm larger than the diameter of the column
0.25 times the diameter of the column
5.0 cm larger than the diameter of the column

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RCC Structures Design
A ribbed slab is provided for

A plain ceiling
All of these
Acoustic insulation
Thermal insulation

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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
14 cm²
17 cm²

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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/2jdƩO
Q/3jdƩO
2 × Q/jdƩO
Q/jdƩO

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the shrinkage stress
All of these
Resist the temperature stresses
Distribute the load

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