Exam Details
Civil Engineering (CE) 2009
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Questions
60
Duration
180 mins
Package
ESE & GATE CE - Previous Year Papers
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Subtopic distribution
Difficulty distribution
60questions
Medium
46
76.7%
Easy
7
11.7%
Hard
7
11.7%
Question type distribution
60questions
Multiple Choices
60
100%
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Sample
Sample questions from this paper
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2009 · Unclassified
Civil Engineering (CE) 2009
A square matrix B is skew symmetric if
2009 · Unclassified
Civil Engineering (CE) 2009
For a scalar function, the gradient at the point P(1, 2, –1) is
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2009 · Unclassified
Civil Engineering (CE) 2009
The analytic function has singularities at
2009 · Unclassified
Civil Engineering (CE) 2009
A thin walled cylindrical pressure vessel having a radius of 0.5 m and wall thickness of 25 mm is subjected to an internal pressure of 700 kPa. The hoop stress developed is
2009 · Unclassified
Civil Engineering (CE) 2009
The modulus of rupture of concrete in terms of its characteristic cube compressive strength in MPa according to IS 456:2000 is
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2009 · Unclassified
Civil Engineering (CE) 2009
For limit state of collapse, the partial safety factors recommended by IS 456:2000 for estimating the design strength of concrete and reinforcing steel are respectively