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RCC Structures Design

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

30
40
50
35

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Semi-hemisphere
Ellipsoid
Paraboloid

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

35
30
40
25

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

60°
45°
None of these
30°

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
1.25 times the average
2.0 times the average
1.75 times the average

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.9
0.8
0.7

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