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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

56
40
30
50

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

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

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Straight bar splice
All listed here
Hooked splice
Dowel splice

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RCC Structures Design
A pre-stressed concrete member

Is made of reinforced concrete
Is stressed after casting
Possesses internal stresses
Is made of concrete

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thinner bar
One diameter of thicker bar
None of these
Twice the diameter of thinner bar

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

75 kg/m³
Nil
150 kg/m²
200 kg/cm²

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