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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
6
4 %
1

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer
Drop hammer
All listed here
Single acting steam hammer

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

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RCC Structures Design
A foundation is called shallow if its depth, is

Half of its width
Equal to its width
One-fourth of its width
Three-fourth of its width

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RCC Structures Design
Post tensioning system

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

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

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

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