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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
25
20
10

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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
The weight of a foundation is assumed as

10% of wall weight
7% of wall weight
5% of wall weight
12% of wall weight

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Simply supported beam
Continuous beam
Cantilever beam
None of these

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

150 cm
100 cm
200 cm
300 cm

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A straight line
A parabolic curve
A circular curve
An elliptical curve

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