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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

30°
40°
All listed here
45°

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

10 %
15 %
20 %
25 %

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°
35°
25°
45°

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

412,000 kg
4,120 kg
41,200 kg
None of these

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

16d
4d
12d
8d

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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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