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Exam Details

Civil Engineering (CE) 2013

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Questions 66
Duration 180 mins
Package Civil Engineering (CE) - Previous Year Papers

Paper pattern & analysis

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Showing all 66 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 66 100%

Question type distribution

Multiple Choices 45 68.2%
Fill in the blanks 16 24.2%
Subjective 5 7.6%

Instructions

Civil Engineering (CE) 2013 – 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
2013 · Unclassified
Civil Engineering (CE) 2013

– Q. 25carries one mark each.

Write your response
2
2013 · Unclassified
Civil Engineering (CE) 2013

There is no value of x that can simultaneously satisfy both the given equations.Therefore, find the
‘least squares error’ solution to the two equations, i.

Write your response
3
2013 · Unclassified
Civil Engineering (CE) 2013

What is the minimum number of multiplications involved in computing the matrix product PQR?
Matrixܲ has 4 rows and 2 columns, matrix ܳhas 2 rows and 4 columns, and matrixܴhas 4 rows and
1 column. __________

Write your response
4
2013 · Unclassified
Civil Engineering (CE) 2013

A 1-h rainfall of 10 cm magnitude at a station has a return period of 50 years. The probability that
a 1-h rainfall of magnitude 10 cm or more will occur in each oftwo successive years is:

A

0.04

B

0.2

C

0.02

D

0.0004

5
2013 · Unclassified
Civil Engineering (CE) 2013

Maximum possible value of Compacting Factor for fresh (green) concrete is:

A

0.5

B

1.0

C

1.5

D

2.0

6
2013 · Unclassified
Civil Engineering (CE) 2013

As per IS 800:2007, the cross-section in which the extreme fiber can reach the yield stress, but
cannot develop the plastic moment of resistance due to failure by local buckling is classified as

A

plastic section

B

compact section

C

semi-compact section

D

slender section