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RCC Structures Design

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

50
30
56
40

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

10 mm
15 mm
7.5 mm
5 mm

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Its own weight
Weight of the soil above it
Load of the surcharge, if any
All listed here

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

(m + c)/t = n/(d + n)
mc/t = n/(d - n)
(t + c)/n = (d + n)/n
mc/t = (d - n)/t

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Creep of concrete
Elastic shortening of concrete
Shrinkage of concrete
All of the listed here

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RCC Structures Design
Post tensioning system

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
None of these

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