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Exam Details

Civil Engineering (CE) 2005

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Questions 90
Duration 180 mins
Package ESE & GATE CE - Previous Year Papers

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Difficulty distribution

Medium 70 77.8%
Hard 13 14.4%
Easy 7 7.8%

Question type distribution

Multiple Choices 90 100%

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Sample questions from this paper

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

1
2005 · Unclassified
Civil Engineering (CE) 2005
Consider the matrices X(4, 3), Y(4, 3) and P(2, 3). The order of will be
A
(2 × 2)
B
(4 × 3)
C
(3 × 4)
D
(3 × 3)
2
2005 · Unclassified
Civil Engineering (CE) 2005
Consider a non-homogeneous system of linear equations representing mathematically an over-determined system. Such a system will be
A
Consistent having a unique solution
B
Inconsistent having unique solution
C
Inconsistent having no solution
D
Consistent having many solutions
3
2005 · Unclassified
Civil Engineering (CE) 2005
Which of the following is NOT true for complex number Z1 and Z2?
A
B
C
D
4
2005 · Unclassified
Civil Engineering (CE) 2005
Which one of the following statement is NOT true?
A
The measure of skewness is dependent upon the amount of dispersion.
B
In a symmetric distribution, the values of mean, mode and median are the same
C
In a positively skewed distribution: mean > median > mode
D
In a negatively skewed distribution: mode > mean > median
5
2005 · Unclassified
Civil Engineering (CE) 2005
IS: 1343 - 1980 limits the minimum characteristic strength of pre-stressed concrete for post tensioned works and pretension work as
A
25MPa, 30MPa respectively
B
25MPa, 35MPa respectively
C
30Mpa, 35MPa respectively
D
30Mpa, 40MPa respectively
6
2005 · Unclassified
Civil Engineering (CE) 2005
The permissible stress in axial tension s„ in steel member on the net effective area of the section shall not exceed the following value (fy is the yield stress)
A
0.80 fy
B
0.75fy
C
0.60 fy
D
0.50 fy