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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

35
40
25
30

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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
None of these
Continuous beam
Cantilever beam

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Distance of the C.G. of the area from its neutral axis
Moment of the beam section about its neutral axis
Area of the section
Shear force

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.107 L
0.207 L
0.407 L
0.307 L

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

30
35
40
50

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(m + r)/m] d
[(r - m)/m] d
[m/(m + r)] d
[m/(m - r)] d

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