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Exam Details

Civil Engineering (CE) 2006

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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 54 63.5%
Hard 27 31.8%
Easy 4 4.7%

Question type distribution

Multiple Choices 85 100%

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Sample questions from this paper

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1
2006 · Unclassified
Civil Engineering (CE) 2006
Solution for the system defined by the set of equations 4y + 3z = 8; 2x – z = 2; and 3x + 2y = 5 is
A
B
C
D
None existent
2
2006 · Unclassified
Civil Engineering (CE) 2006
The differential equation is to be solved using the backward (implicit) Euler’s method with the boundary condition y = 1 at x = 0 and with a step size of 1. What would be the value of y at x = 1?
A
1.33
B
1.67
C
2
D
2.33
3
2006 · Unclassified
Civil Engineering (CE) 2006
The necessary and sufficient condition for a surface to be called as a free surface is
A
no stress should be acting on it
B
shear stress acting on it must be zero
C
no point on it should be under any stress
D
tensile stress acting on it must be zero
4
2006 · Unclassified
Civil Engineering (CE) 2006
Mohr’s circle for the state of stress defined by MPa is a circle with
A
center at (0, 0) and radius 30 MPa
B
center at (0, 0) and radius 60 MPa
C
center at (30, 0) and radius 30 MPa
D
center at (30, 0) and zero radius
5
2006 · Unclassified
Civil Engineering (CE) 2006
The buckling load P = Pcr, for the column AB in the figure, as KT approaches infinity, become 'α' times where α is equal to
A
0.25
B
1
C
2
D
4
6
2006 · Unclassified
Civil Engineering (CE) 2006
A long shaft of diameter d is subjected to twisting moment T at its ends. The maximum shear stress acting is equal to
A
zero
B
C
D