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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°
All listed here
45°
40°

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RCC Structures Design
A ribbed slab is provided for

Thermal insulation
All of these
A plain ceiling
Acoustic insulation

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

12 cm
6 cm
10 cm
8 cm

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.25 times the average
1.50 times the average
1.75 times the average
2.0 times the average

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

20 cm
35 cm
25 cm
30 cm

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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
18 bar diameters
36 bar diameters
24 bar diameters

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