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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20
15
25
10

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the centre edge of column
0.1 L from the outer edge of column
Half the distance of projection
One-fourth the distance of projection

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

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RCC Structures Design
The live load to be considered for an accessible roof, is

200 kg/cm²
75 kg/m³
150 kg/m²
Nil

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

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

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome high bearing stresses developed at the ends
To overcome bursting stresses at the ends
To provide high bond stresses
All listed here

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