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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
15 kg/cm²
20 kg/cm²
10 kg/cm²

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
No restriction on length
No decay due to termites
All of these

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Is over safe in shear
Needs redesigning
Is unsafe in shear

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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

30°
All listed here
40°
45°

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.7 H
0.4 H
0.5 H
0.3 H

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/2
h/3
2h/3
h/4

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