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Exam Details

ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2017

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Questions 150
Duration 180 mins
Package ESE & GATE CE - Previous Year Papers

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Medium 86 57.3%
Hard 47 31.3%
Easy 17 11.3%

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Multiple Choices 150 100%

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1
2017 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2017
Consider the following statements:
1) When the number of members (n) and joints (j) are such that the equation n = (2j – 3) is satisfied, the framed structure is said to be a perfect structure.
2) In a redundant frame, the number of members is less than that required for a perfect frame.
3) If, in a framed structure, the number of members provided is more than that required for a perfect frame, it is called as deficient frame
Which of the above statements is/are correct?
A
1, 2 and 3
B
1 only
C
3 only
D
2 only
2
2017 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2017
A cantilever beam, 3m long, carries a uniformly distributed load over the entire length. If the slope at the free end is 1°, the deflection at the free end is
A
49.27 mm
B
39.27 mm
C
20.27 mm
D
30.27 mm
3
2017 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2017
The maximum bending moment at a given section, in which a train of wheel loads moves occurs when the average load on the left segment is
1) Equal to the average load on the right segment.
2) More than the average load on the right segment.
3) Less than the average load on the right segment.
Select the correct answer using the codes given below:
A
1, 2 and 3
B
1 only
C
3 only
D
2 only
4
2017 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2017
A single degree of freedom system of mass 22 kg and stiffness 17 kN/m vibrates freely. If damping in the system is 2%, the cyclic frequency and the damped circular frequency, respectively, are nearly
A
0.4 Hz and 0.88 rad/sec
B
0.88 Hz and 27.8 rad/sec
C
4.4 Hz and 27.8 rad/sec
D
0.88 Hz and 0.88 rad/sec
5
2017 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2017
A cable of insignificant weight, 18 m long, is supported at its two ends, 16m apart, at the same level. The cable supports at its midreach a load of 120 N. The tension in the cable is nearly
A
136 N
B
131 N
C
121 N
D
126 N
6
2017 · Unclassified
ESECivil Engineering (CE) PAPER 2 (TECHNICAL) 2017
The design strength of a tension member is governed by
1) Rupture at a critical section
2) Yielding of gross area
3) Block shear of end region
Select the correct answer using the codes given below:
A
1 only
B
2 only
C
3 only
D
1, 2 and 3