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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

55
45
50
40

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2300 kg/m³
2500 kg/m³
2400 kg/m³
2200 kg/m³

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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

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

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

25
20
15
10

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Supports
Quarter span
Mid span

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

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

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