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Exam Details

Civil Engineering (CE) 2007 (1)

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Questions 85
Duration 180 mins
Package ESE & GATE CE - Previous Year Papers

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Showing all 85 questions in this paper.

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Difficulty distribution

Medium 69 81.2%
Hard 10 11.8%
Easy 6 7.1%

Question type distribution

Multiple Choices 85 100%

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Sample questions from this paper

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1
2007 · Unclassified
Civil Engineering (CE) 2007 (1)
The minimum and the maximum eigen values of the matrix are – 2 and 6, respectively. What is the other eigen value?
A
5
B
3
C
– l
D
1
2
2007 · Unclassified
Civil Engineering (CE) 2007 (1)
The degree of the differential equation is
A
0
B
1
C
3
D
2
3
2007 · Unclassified
Civil Engineering (CE) 2007 (1)
The solution for the differential equation with condition that y = 1 at x=0 is
A
B
C
D
4
2007 · Unclassified
Civil Engineering (CE) 2007 (1)
An axially loaded bar is subjected to a normal stress of 173 MPa. The maximum shear stress in the bar is
A
75MPa
B
86.5MPa
C
122.3MPa
D
100MPa
5
2007 · Unclassified
Civil Engineering (CE) 2007 (1)
A steel column, pinned at both ends, has a buckling load of 200kN. If the column is restrained against lateral movement at its mid-height, its buckling load will be
A
200kN
B
283kN
C
400kN
D
800kN
6
2007 · Unclassified
Civil Engineering (CE) 2007 (1)
The stiffness coefficient (K)ij indicates
A
Force at i due to a unit deformation at j.
B
Deformation at i due to a unit force at j.
C
Force at j due to a unit deformation at i.
D
Deformation at j due to a unit force at i.