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Exam Details

Civil Engineering (CE) 2012

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Questions 65
Duration 180 mins
Package Civil Engineering (CE) - Previous Year Papers

Paper pattern & analysis

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Showing all 65 questions in this paper.

Subject distribution

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Topic distribution

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Subtopic distribution

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Difficulty distribution

Easy 65 100%

Question type distribution

Multiple Choices 64 98.5%
Subjective 1 1.5%

Instructions

Civil Engineering (CE) 2012 – Instructions
  • Duration: 180 minutes
  • Follow the instructions in the attached official question paper.
  • This exam is inactive pending question setup and manual verification.

Syllabus

Full Syllabus

Sample questions from this paper

Questions are selected across the paper subjects wherever the paper contains that variety.

1
2012 · Unclassified
Civil Engineering (CE) 2012

The estimate of
obtained using Simpson’s rule with three-point function evaluation exceeds
x
0.5
the exact value by

A

0.235

B

0.068

C

0.024

D

0.012

2
2012 · Unclassified
Civil Engineering (CE) 2012

The annual precipitation data of a city is normally distributed with mean and standard deviation as
1000 mm and 200 mm, respectively. The probability that the annual precipitation will be more than
1200 mm is

A

< 50%

B

50%

C

75%

D

100%
2
3
4
x
x
x



3
2012 · Unclassified
Civil Engineering (CE) 2012

The infinite series
1
x
...
corresponds to
2!
3!
4!

A

sec x

B

C

cos x

D

1+\(sin^{2}\)x

4
2012 · Unclassified
Civil Engineering (CE) 2012

The Poisson’s ratio is defined as

A

axial stress

B

lateral strain

C

lateral stress

D

axial strain
lateral stress
axial strain
axial stress
lateral strain

5
2012 · Unclassified
Civil Engineering (CE) 2012

The following statements are related to bending of beams:
I The slope of the bending moment diagram is equal to the shear force.
II The slope of the shear force diagram is equal to the load intensity.
III The slope of the curvature is equal to the flexural rotation.
IV The second derivative of the deflection is equal to the curvature.
The only FALSE statement is

A

I

B

II

C

III

D

IV

6
2012 · Unclassified
Civil Engineering (CE) 2012

If a small concrete cube is submerged deep in still water in such a way that the pressure exerted on
all faces of the cube is p, then the maximum shear stress developed inside the cube is
p

A

0

B

p

C

2p
2