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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

15
10
25
20

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm
12 cm to 15 cm
10 cm to 12 cm
6 cm to 7.5 cm

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Tension is resisted by tension steel
All of the listed here
Stress in tension steel equals the stress in compression steel
Compression is resisted by compression steel

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

30°
All listed here
45°
40°

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
7.5 mm
15 mm
10 mm

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/3) (1 - 5/qmax)
(L/2) (1 - 3/qmax)
(L/2) (1 - 2/qmax)
(L/2) (1 - 5/qmax)

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