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RCC Structures Design

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

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/100Q)
√(M/Q)
M/10√Q
M/100Q

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

3.5 diameters
2.5 diameters
3 diameters
One diameter

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
25 mm
20 mm
10 mm

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Paraboloid
Semi-hemisphere
Ellipsoid
None of these

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