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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

25
30
35
40

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

50
30
35
40

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RCC Structures Design
A pre-cast pile generally used, is

Square
Octagonal
Square with corners chamfered
Circular

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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
6 cm to 7.5 cm
10 cm to 12 cm

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

38 cm
39 cm
37 cm
40 cm

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