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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
20 cm
30 cm
40 cm

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
6 mm
7 mm
5 mm

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
35°
55°
45°

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 25 mm or diameter
Smaller of 40 mm or diameter
Greater of 40 mm or diameter
Greater of 25 mm or diameter

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RCC Structures Design
Post tensioning system

Is not economical and hence not generally used
Is economical for large spans and is adopted now a days
None of these
Was widely used in earlier days

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/3P
WL/4P
WL/2P
WL/P

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