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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
55
45
40

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No decay due to termites
No restriction on length
Higher bearing capacity
All of these

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RCC Structures Design
A foundation rests on

Foundation soil
Both B and C
Base of the foundation
Sub-grade

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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

Quarter span
Supports
Mid span
Every section

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
8
12
16

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