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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

35°
45°
25°
55°

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 2800/3C
m = 1400/3C
m = 3500/3C
m = 700/3C

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[m/(m + r)] d
[(m + r)/m] d
[m/(m - r)] d
[(r - m)/m] d

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

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

2.5 diameters
One diameter
3.5 diameters
3 diameters

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

5 mm
7 mm
6 mm
4 mm

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