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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2200 kg/m³
2500 kg/m³
2300 kg/m³

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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

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

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

None of these
Modular ratio method
Ultimate load method
Load factor method

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
21.5 kg/cm²
7.6 kg/cm²
8.3 kg/cm²

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Thrice the diameter
Five times the diameter
Twice the diameter
Four times the diameter

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

50
40
30
56

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