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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
3 diameters
2.5 diameters
One diameter

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RCC Structures Design
The load stress of a section can be reduced by

Replacing smaller bars by greater number of greater bars
Replacing larger bars by greater number of small bars
Increasing the total perimeter of bars
Decreasing the lever arm

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal compression
Vertical shear
Diagonal tension

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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

40°
All listed here
30°
45°

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the vertical
With the horizontal
With the perpendicular to the inclined plane of the soil
None of these

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/Sb
l = dt/2Sb
l = dt/4Sb
l = dt/3Sb

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