Paper Specific Instructions
CE: Civil EngineeringDuration : 180 minutes Total Marks : 100Read the following instructions carefully
Go through various question palette symbols and understand their meanings before starting the examination. After the start of the examination, you can view all the questions by clicking on the Question Paper button on the screen. This question paper consists of 2 sections, General Aptitude (GA) section for 15 marks and the subject specific section (CE) for 85 marks. Both these sections are compulsory. The GA section consists of 10 questions. Question numbers 1 to 5 are of 1 mark each, while question numbers 6 to 10 are of 2 marks each. The subject
91
93
89
96
OV
OW
PV
PW
4/5
2/7
8/15
4/7
Science : Experiment
Wealth: Peace
Education :Knowledge
Money : Happiness
-120×10-6
-60 × 10-6
0.0
120 ×10-6
P-III, Q-II, R-V, S-IV
P-III, Q-VI, R-I, S-V
P-I, Q-V, R-VI, S-II
None
SP< SQ< SR ; MP=MQ=MR
SP=SQ>SR; MP=MQ>MR
SP < SQ > SR ; MP =MQ=MR
SP < SQ<SR ; MP< MQ <MR
0.04
0.4
0.0004
None
Symmetric about x-axis
Symmetric about y-axis
Symmetric about line y=x
Tangential to x = y = a/3
P-2,Q-4,R-1,S-3
P-2,Q-1,R-4,S-3
P-2,Q-4,R-3,S-1
P-4,Q-3,R-1,S-2
0.45, 0.30 and 0.25
0.45, 0.25 and 0.30
0.45, 0.55 and 0.00
0.45, 0.35 and 0.20
7.58 lit
7.84 lit
7 lit
7.29 lit
6.83
7.83
8.83
9.83
2.54 m
4.90 m
5.77 m
6.23 m
20 μPa
20 db
10 db
None
Attempts
Setbacks
Meetings
Delegations
-28/√5
28/5
-28/5
28/√5
Continuous for all x
Continuous only at certain points
Differentiable at all points
None of the above
Det(AB)=detA.detB
Det(kA)=k^n. det(A)
Det(A+B)=detA+detB
Det A^T =1/det(A^-1)
0.0015
0.032
0.037
0.048
6
4
3
1
C3A
C3S
C2S
NONE
33.23
19.23
23.23
20.23
78 to 85
88 to 92
95-100
None
One
Two
Three
None of the above
1
2
0.5
None
SC
MI
CI
SM
0.08 m3/s
0.57 m3/s
0.057 m3/s
5.7 m3/s
Contentment
Ambition
Perseverance
Hunger
Increasing the entry radius and increasing the exit radius
Increasing the entry radius and decreasing the exit radius
Decreasing the entry radius and increasing the exit radius
Decreasing the entry radius and decreasing the exit radius
Stable
Unstable
Neutral
Inverse
-0.2 and 1.4
0.2 and 1.4
-1.2 and 0.714
1.2 and 0.714
2 N
4 N
8 N
16 N
0.5
1.406
1.5
2
2 m and 90°
1 m and 270°
1 m and 90°
2m and 270°
HSIG
SGHI
IGSH
IHSG
0.33
0.38
0.44
0.48
Clay particles settle on sea bed
Clay particles settle on fresh water lake bed
Sand particles settle on river bed
Sand particles settle on sea bed
Figurative
Collateral
Literal
Figurine
19
20
21
22
Zero
Wl^2/12 hogging
Wl^2/24 hogging
Wl^2/12 sagging
1.761
0.176
0.253
2.53
2 & 3
1 & 2
2 & 1
3 & 2
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