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RCC Structures Design

RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.5
0.25
0.7

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

All listed here
Temperature stress
Shrinkage stress
Load

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

400 kg/cm²
100 kg/cm²
200 kg/cm²
300 kg/cm²

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete but high tensile steel
High strength concrete and high tensile steel
High strength concrete only
Low strength concrete only

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
18 bar diameters
30 bar diameters
36 bar diameters

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

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

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