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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
40
50

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/30th of span
1/25th of span
1/15th of span

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
8d
12d
16d

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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

45°
30°
None of these
60°

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

35
25
20
30

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.4
0.7
0.6
0.5

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