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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

30 cm
40 cm
75 cm
20 cm

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

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

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RCC Structures Design
Piles are usually driven by

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

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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
Was widely used in earlier days
None of these

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Two times
Five times
Three times
Four times

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Mid span
Supports
Quarter span

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