APSC Assistant Engineer 2024: Assistant Engineer, Public Health Engineering Department (Advt. 28/2023), Civil Engineering
Text of page 1
AE/PHE/CElttl24
DO ryOT OPEN THIS TEST BOOKLET I'ITTIL YOU ARE ASKED TO DO SO
Test Booklet No. : Series
04141 TEST BOOKLET
Paper-II
( Crvtr, EuclnoenrNc I
TlmeAllowed:2Hours Full Mark3 : 1OO
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134 [ No. of Questlors : 1OO
Text of page 2
v
1. The point where the total volume 4. A mild steel bar consisting of parts
of the body is assumed to be AB and BC is loaded as shown in
concentrated is the figure (Pt = P2 = 10 kN). The
ratio of the stresses, ol in part AB
(A) centre of area to o2 in part BC, is
(B) centroid of volume
Diameter = 2 cm
(C) centroid of mass
(D) All of the above
2. The moment of inertia (Iu or I*l of Diameter = 1 cm
a hollow circular section of external
diameter D and internal diameter d
is
(A)
I
@t *tD-q4 4
:rj
(B)
Ft #@4 -d4l ;
(cl 2
pt
*tD-q4 (D) 4
(Dl
*tD4 -d4l 5. The distance of the centioid of a
semicircle of radius r from its base
is
3. In a perfect frame, if j = number of
joints and n = number of members,
@*
then
)t
(B) :l-
l l n=2j+3
lBl n=2j-3 s*
(C) n>2j+3
(o)
lDl n<2j-3 #
AE/PIJEICE/fi124134-A 2
Text of page 3
A bar of uniform rectangular section 9. Principal planes are the planes on
of area A is subjected to an axial which the resultant stress is the
tensile load P. If E is the Young's (A) shear stress
modulus rrra 1 i" the Poisson's
m (B) normal stress
ratio, then the volumetric strain (er) (C) tangential sbess
is given by
(D) compressive stress
rer 3(r-?)
.,AE\ M) 10. Hooke's law is applicable within
(A) elastic limit
' 3rr+2)
lB)
AE\ m.) (B) plastic limit
(C) fracture point
' .-l(r-
rcr 1)
AE\. m) (D) ultimate strength
11. For a column whose one end is fxed
rDr
' irl+1')
AE\ m) and the other end is hinged, the
crippling load for actual length I will
be calculated by the formula
7. The shear force on a simply n'P',
supported beam is proportional to @l
2t'
(A) displacement of the neutral
axis @r "'9J
4t'
(B) sum of the forces 4n'^EI
rcl
(C) algebraic sum of the transverse
forces of the section
(D1 2n2^e'
(D) sum of the transverse forces
A lixed beam of 2 m length is
A three-hinged arch is said to be subjected to a uniformly distributed
load of 2 t/m over the entire length.
(A) statically determinate
The maximum hogging BM is equal
structure
to
(B) statically indeterminate (A) 1'0 t-m
structure
(B) 2'0 t-m
(C) a bent beam (C) 0.33 t-m
(D) None of the above (D) 0.67 t-m
AEIPHEIcB/tl/24134-a 3 I P.r.o.
Text of page 4
13. A 100 mm diameter shaft is L?. The ratio of average shear stress to
subjected to a torque of 3'14 kN-m. the maximum shear stress for a
The maximum shear stress induced solid circular section is
in the shaft is
,4 9
rAl
(A) 6+ w/mm2
(B) 32 N/mm2 B?
'3
j
(c) 3l'4 N/mm2 ,2 l
rct
(D) ro u/mm2 a
(D) :
5
14. The relationship among Young's
modulus (E), bulk modulus (Il) and If a body is projected vertically
Poisson's ratio (p) is given by upward with a velocity of 49 m/s,
then the time taken to reach its
( l E =2Klt-At original position is
(B) E = 3K(t-2$ (A) 0'5 second
lcl E =2K$-a1\ (B) 5 seconds
(C) 9'8 seconds
(D) E=2r(1-3p)
(D) l0 seconds
15. The ability of the material to deform 19. The number of independent
without breaking is called
equations to be satisfied for static
(A) elasticity equilibrium of a plane structure is
(B) plasticity (4 1
(B) 2
(C) creep
(c) 3
(D) None of the above (D) 6
16. When mild steel is subjected to a 20. The three-moment equation is
tensile load, its fracture will applicable only when
conform to (A) the beam is prismatic
(A) star shape (B) there is no settlement of
supports
(B) granular shape
(C) there is no discontinuity such
(c) cup and cone shape as hinges within the span
(D) fibrous shape (D) the spans are equal
AE /PHE ICE/11/24134-L 4
Text of page 5
21. The minimum size of fillet weld 26. The motion of the wheels of a bicycle
shoutd be is known as
(A) not less tha-n 3 mm (A) rotary
(B) less than 3 mm (B) curvilinear
(C) less than 2 mm (C) translatory
(D) greater than the thickness of (D) rotary and translatory
the thinner part joined
26' wnich of the following is not the
22. when one plate overlaps the other disolacement method?
and the two plates are riveted
together with two rows of rivets, the (A) Equilibrium method
joint is known as (B) Column analogz method
(A) single riveted lap joint (C) Moment distribution method
(B) double riveted lap joint (D) Kani,s method
(C) double riveted single cover butt
joint 27. For a particular material, if the
(D}doubleriveteddoublecovermodulusofrigidityisequaltobulk
butt joint modulus' then the Poisson's ratio
will be
23. Which of the following sections 1
should preferably be used at places ll ,
where torsion occurs?
(B) I
(A) Angle section a
(B) Channel section
(C) 1
(C) Box type section 8
(D) Any of the above (D) 1
24. Polar modulus of a shaft can be 28. If the major and minor principal
defined as the ratio of stresses acting on a rectangular
(A) torsional moment of resistance block are 140 N/mm2 (tensile) and
to polar moment of inertia 1O N/mm2 (tensile) respectively,
(B) polar moment of inertia to then the maximum shear stress will
radius of the shaft be
(C) polar moment of inertia to (A) 130 N/mm2
moment of inertia p) 75 N/mm2
(D) porar moment (c) 65 N/mm2
torsional moment:1"*:1i1i ::
of resistance
. of the section of the shaft (D) 37.5 N/mm2
AEIPHE ICE/il/24134-L IP.r.o.
Text of page 6
As per IS : 1498, silt pirrticles,are 33. The coelficient of permeability of soil
smaller than
(A) does not depend upon
(A) 425 micron temperature
(B) 150 micron (B) increases with increase in
temperature
(C) 75 micron
(C) increases with decrease in
(D) 4.25 micron temperature
.(D) None of the above
30. In the plasticity chart of IS soil
classffication, the plasticity index of
34. The quantity of seepage of water
CL-MI soil varies between
through soils is proportional to
(A) o-10
(A) coeflicient of permeability of
(Bl 4-7 the soil
(c) 4-1s (B) total head loss through tJ:e soil
(D) 7-18 (C) Neither (A) nor (B)
(D) Both (A) and (B)
31. The angle of internal friction is least
for The pressure distribution diagram
for the earth pressure at rest is
(A) angular-grained loose sand
(A) circular
(B) angular-grained dense sand
(B) triangular
(C) round-grained loose sand
(C) rectangular
(D) clays
(D) square
32. For testing a saturated clay for shear
The China clay is which one of t}re
strength, the test recommended is
following types of clay mineral?
(A) direct shear test (A) Kaolinite
(B) triaxial compression test (B) Gibbsite
(C) unconfined compression test (C) Montmorillonite
(D) None of the above (D) Illite
AE/PHE/CD/11/24134-a
Text of page 7
37. Piping in soil occurs 40. Swelling nature of black cotton soil
is primarily due to the presence of
(A) because of sudden change in
permeability due to different
(A) kaolinite
soil layers
(B) when the soil is highly porous (B) illite
(C) when the soil is highly (C) vermiculite
stratified
(D) when the upward seepage (D) montmorillonite
pressure is equal to the
pressure due to submerged
weight of the soil 41, Grain size analysis of a soil indicates
that
38. The negative skin friction acting on Dto = 0'0005 mm
pile is Dso = 0' 003 mm
(A) the skin friction acting in Doo=006mm
upward direction due to
compressible fiIl The uniformity coeffrcient of this
(B) the skin friction acting in soil is
upward direction due to stiff
soil (A) 0.5
(c) the skin friction acting in (B) 2.0
downward direction due to
compressible fill (c) 6'0
(D) None of the above
(D) 12.0
39. Ifqs, ens andenf are the safe bearing
capacity, net bearing capacity and
net ultimate bearing capacity of a 42. With increase in compaction enerry
soil of average density y at a depth in compaction tests
D respectively and F = factor of (A) MDD and OMC remain
safety, then
constant
(A) s" =
T*r' (B) MDD decreases and OMC
increases
(B) s" =
T*ro (C) MDD increases and OMC
(Cl q4 = q"".F -yD decreases
lDl Snf =qlls,F+yD (D) MDD and OMC both increase
AE IPHD/cElI]I24134-a 7 I P.r.o.
Text of page 8
43. The ratio of settlement at any time to 47. Compaction of soil is done to
the final settlement is known as
(A) remove water
(A) coefficient of consolidation (B) remove air
(B) degree of consolidation (C) remove soil particles
(C) compression index (D) Al1 of the above
(D) None of the above
4g. During compaction, so permeability
44. The factor that is responsible for (A) increases
inclination of resultant pressure to (B) decreases
the retaining wall is
(C) remains unchanged
(A) frictional force
(D) None of the above
(B) surcharge
49. The maximum and minimum void
(c) the earth pressure ratios of a silty sand sample are 0.9
(D)weightofthewalland0'3respectively.Ifatacertain
. state, the natural void ratio is 0.5,
the relative density of the sample is
45. The difference between undisturbed
shear strength and remoulded (A) 50o/"
shear strength is known as lBl 66.670/0
(A) activity (C) 83'33o/o
(B) sensitivity (Dl 7 5o/o
(c) thixotropy so. If e = void ratio of a permeable soil,
(D) dilatancy then the coellicient of permeability
is proportional to
tt6. During consolidation process of ,'
(Ol l+e
"
saturated soil, what happens to the
degree of saturation of t]le soil?
(u)
(A) It increases #
(B) It decrease" 1c; !e
(C) It remains constant
e
{Dl
' ,.
(D) It behaves randomly l+e
AE/PHD lCEltrl24ls+A
Text of page 9
51. According to Terzaghi, a foundation ES. Bentonite is a clay formed by
is shallow o
,^) organic soil
(A) the depth is equal to or less.
than its width @) fine inorganic silt
(B) the depth is twice the width (C) caicareous clay
(C) the width is thrice the depth (D) decomposition of volcanic ash
(D) the width is one-fourth of the
depth 56; The process by which a mass of
saturated soil is caused by external
.
52. In standard penetration test, what
forces to suddenly lose its shear
strength and to behave as a fluid is
is the dropping height as per caled
IS : 2131-1981?
(A) PiPing
(A) 450 mm
(B) sliding
(B) 75o mm
(C) quick condition
(C) 650 mm
(D) liquefaction
(D) 250 mm
EO. The plasticity index of loose sand is
57' The tension in a string urill be
about (A) maximum at support ends
(A) f 0-20 @) maximum at midway of the
(B) 20-30 string
(C) 30-40 (C) maximum at quarter span
(D) None of the above (D) uniform at each point along the
string
54. The decrease in void ratio per
increase in e{Iective stresg is termed 88. In case of 52 profile, the depth of
as flow (y) is
(A) compression index (Al gn > g > A" t
(B) swelling index (Bl An < V < U"
(C) coeffrcient of compressibility lCl gn < g > g"
(D) coellicient of consolidation (D) Un > U < Ac
AEIPHEICE/I/2413+a 9 [P.T.O.
Text of page 10
59. For most economical rectangul€rr Bemoulli equation deals with the law
channel, the hydraulic mean dePth of conservation of
is equd to
(A) mass
(A) the depth of flow
(B) momentum
(B) half of the depth of flow
(C) enerry
(C) one-third of the depth of flow (D) work
(D) None of the above
The property of a fluid, which offers
resistance to the movement of one
Normal depth in open channel flow
layer of fluid over another adjacent
is the depth of flow corresPonding
layer of fluid, is called
to
(A) steady flow (A) surface tension
(B) compressibility
(B) unsteady flow
(C) capillarity
(C) laminar flow
(D) viscosity
(D) uniform flow
When the flow parameters at any
61. Practical fluids given instant remain same at every
point, the flow is said to be
(A) are viscous
(A) quasistatic
(B) possess surface tension
(B) steady state
(C) are compressible
(C) laminar
(D) possess all of the above
properties (D) uniform
62. The density of water is maximum at Orifice meter i3 used to measure
(A) 0'c (A) pressure at a Point
(B) 4 "c (B) discharge
(c) 100'c (C) average speed
(D) 20 "c (D) velocity
AE/PHElCEllrl24l3+a 10
Text of page 11
67, The shear stress (q distribution 71. At most economical section, a
across a section of a circular pipe of rectangular channel section has an
radius r having viscous flow is area as 50 m2. what is the bed
width of the channel?
6l 'c=!.r2
dx
(A) am
rBr r=qi.r (B) 6m
dx2
(q ,=(- dP) r (c) 8m
a*) 2
(D) 10 m
p) dP\.2,
"=(- dx)
A channel is said to be of most
economical ctoss-section, if
68. Pitot tube is a device used in which
fluid measuring? (A) it gives maximum discharge
(A) Discharge for a given cross-sectional area
and bed slope
(B) Pressure
(C) Velocity (B) it hAs minimum wetted
perimeter
(D) Kinetic enerry + Pressure
eners, (C) it involves lesser excavation
for the designed amount of
69, If the critical depth in triangular discharge
channel is 0.60 m, the specific
(D) All of the above
eners, at critical depth is
(A) 1.00 m
In an open channel, the specilic
(B) o.8o m enerry is the
(C) o'75 m
(A) total enerry per unit discharge
(D) 0.60 m
(B) total enerry measured with
70. Which of the following groups of GVF respect to the datum passing
profiles does not exist? through the bottom of the
channel
(A) H1, A1, C2
(B) Hl, A2, C2 (C) total energ/ measured above
the horizontal datum
(c) H2, A1, C2
(D) kinetic enerry plotted above
(D) Hl, A1, Cl the free surface of water
AE/PHE/CE/fi/2413+a 11 I P.r.o.
Text of page 12
?4. If the velocity potential of a fluid 77, Ttre hydraulic mean depth or the
satisfies the Laplace equation, then hydraulic radius is the ratio of
the flow is
(A) area of flow and wetted
Perimeter
(A) steady and uniform
(B) wetted perimeter and diameter
(B) steady and rotational of PiPe
(C) velocity of flow and area of flow
(C) uniform, incompressible and
irrotational (D) None of the above
(D) steady, incompressible and ?8. The flow of water through the hole in
irrotetional the bottom of a wash basin is an
examPle of
(A) steadY flow
76. Kinematic similarity between model (B) uniform flow
and prototype means
(C) free vortex
(A) the similarity of forces
(D) forced vortex
(B) the similarity of motion
?9. A flow in which the viscosity of fluid
is dominating over the inertia force
(C) the similarity of shape is ca,ed
(D) the similarity of discharge (A) steady flow
(B) unsteady flow
(c) laminar flow
26. Boundary layer on a flat plate is
known as laminar boundary layer' (D) turbulent flo$,
if
8O. The ratio of inertia force to viscous
(A) Reynolds number < 2000 force is called
(B) Reynolds number < 4000 (A) Reynolds number
(B) Froude number
(C) Reynolds number < 5000
(C) Weber number
(D) Reynolds number < 5 x tos (D) Euler number
AEIPHE/CE/II/241j+a L2
Text of page 13
81 . The principle of surveying followed to 84. An imaginary line joining the points
prevent accumulation of errors is of equal elevation on the surface of
the earth represents
(A) to work from whole to part
(B) to work from part to whole (A) contour surface
(C) Both (A) and (B) (B) contour gradient
(D) None of the above
(C) contour line
82. A triangle is said to be wetl- (D) levei line
conditioned if none ofits angles is
(A) less than 20'and greater than
90" 85. Closed contours of dccreasing values
toward their centre represent
(B) less than 45. and greater than
90.
(A) a hill
(C) less than 30'and greater than
72o" (B) a depression
(D) less than 60" and greater than
60" (C) a saddle or pass
(D) a river bed
83. If the length of an arc or chord in a
curve is 20 m, then the relation
between radius of the curve and
degree of tlle curve will be 85. The curvature of the earth is taken
into consideration, if the limit of
1,,l) R=qZ9 suwey is
D
(A) so tgn2 to 1oo km2
(g) R=].s
D
(B) roo km2 to 2oo km2
(C) R= 573xD2
(c) zoo km2 to 250 km2
(Dl R= 1718 9
D (D) more than 250 km2
AE/PHE/cElrU24l3+a 13 [,P.r.o.
Text of page 14
47. The angle between back tangent and 91. A transition curve is introduced to
forward tangent of a curve is known
' gradually change the
as
(A) direction
(A) deflection angle
(B) superelevation
(B) central angle
(C) gradient
(C) angle of intersection
(D) camber
(D) None of the above
92. The tacheometric method is more
88. Sag correction is suitable methdd for preparing the
contour map of a
(A) always positive
(B) sometime positive, sometime (A) valley
negative (B) hill
(c) always negative (C) ridge
(D) zero
(D) plane surface
89. A series of closely spaced contour The ratio in between centrifugal force
linea represents a
and weight is designated as
(A) steep slope
(A) equilibrium ratio
(B) genfle slope
(B) centripetal ratio
(C) uniform slope
(C) cant ratio
(D) plane surface
(D) centrifugal ratio
9O. If the magnetic bearing of a line
is 61"30' and the magnetic The vertical distance between anY
declination is 2'50' West, then two consecutive contours is known
the true bearing of the line lrill be AS
l l 64'2o'. (A) contour line
(B) s8'40', (B) contour gtadient
lcl 6s"2o' (C) contour interval
(D) None of the above (D) horizontal equivalent
AE/PHElCEllrl24l34-A L4
Text of page 15
95. In a traverse, the deflection angle is 98. In a prismatic compass, the zerc of
the difference between the graduated ring is located at
(A) the included angle and 90o (A) North end
(B) the included angle and 180o (B) South end
(C) the included angle and 270'
(C) East end
(D) the included angle and 360'
(D) West end
Different grades are joined together
bya 99. Whole circle bearing varies from
(A) compound curve
{A) 90" to 1800
(B) transition curve
(B) 180" to 2700
(C) reverse curve
(C) 0' to 90"
(D) vertical curve
(D) 0" to 36O0
9?. A surface, which is normal to the
direction of gravity at all points, as loo. What is the least count of a levelling
indicated by a plumb line, is known staff?
{ as
I
(A) datum surface (A) O'5 mm
(B) level surface (B) 0.15 cm
(C) horizontal surface (C) 5 mm
(D) vertical surface (D) 5 cm
AE IPHE/cE/n /24134-A 15 lP.r.o.
Text of page 16
w
SPACE FOR ROUGH WORK
I
i
***
AE|PHElCDlru24l34-A 16 24F-1055x4
Text of page 1
"^& q-:-:- <qf€C:<f q.fc=rf6f
Provisional Answer Key of OMR based Screening Test for
recruitment to the post of Assistant Engineer (Civiln Mechanical, Electrical, Chemical) Public
Health Engineering Department
held on 09.06.2024
(Advt. No.28l2023 dated 3 1.10.2023)
Subiect: Paper - II (CM ENGINEERING)
Series: A
Marks: 100 Time: 2:00 hours
Q. NO. ANS KEY Q, NO. ANS KEY Q. NO. ANS_KEY Q. NO. ANS_KEY
1 B 26 B 51 A 76 D
2 t) 27 C 52 B 71 A
3 B C 53 D 18 C
4 A 29 C 54 C 79 C
5 C 30 R 55 D 80 A
6 A 3l D 56 D til A
7 C 32 C 57 A 82 C
8 A 33 B 58 B 83 B
9 ts 34 D 59 B 84 C
10 A J) B 60 D 85 B
11 D 36 D 61 D 86 D
1.2 C D 62 B 81 C
13 D 38 D 63 C 88 C
14 B 39 B 64 D 89 A
15 B 40 D 65 D 90 B
16 C 4t t) 66 B 91 A
17 A 42 C 67 C 92 B
18 D 4.t B 68 C 93 D
19 C 44 A 69 C 94 C
20 C 45 C 70 A 95 B
2t A 4b C 71 D 96 D
22 B 47 B 72 D 97 B
23 C 48 B 73 B 98 B
21 B 49 I] 74 D 99 D
It D 50 A 75 C 100 C
6>'---
Text of page 2
.*&-^
({..t.Ds):}l
q--r1tr <6..|-<s-c::rT<-|- :{-rc.a-r6r
]F&:i*
Provisional Answer Key of OMR based Screening Test for
recruitment to the post of Assistant Engineer (Civil, Mechanical, Electrical, Chemical) Pubtic
Health Engineering Department
held on 09.06.2024
(Advt. No.28/2023 dated 3 l.l 0.2023)
Subiect: Paper - II (CIVL ENGINEERING)
Series: B
Marks: 100 Time: 2:00 hours
Q, NO. ANS_KEY Q.NO. ANS KEY Q.NO. ANS KEY Q. NO. ANS_KEY
1 A 26 A 51 D 76 D
2 C 27 C 52 C 77 A
3 B 28 A 53 B 78 B
4 C 29 B 54 D 19 B
5 B 30 A 55 B 80 D
6 D 31 D 56 D 81 D
7 C 32 C 57 D 82 It
8 C 33 D 5ti D 83 C
9 A 34 B 59 B 84 D
10 B 35 B 60 D 85 D
11 A 36 C 6l D 86 B
t2 B 37 A 62 C 87 C
13 D 38 D 63 B 88 C
t4 C 39 C 64 A 89 C
l5 B 40 C 65 C 90 A
t6 D 41 A 66 C 91 D
17 B 42 B 67 B 92 D
18 B 43 C 68 B 93 B
19 D 44 B 6r) B 94 D
20 C 45 t) 70 A 95 C
21 B 46 B 1\ A 96 D
22 D 47 C 72 B 97 A
23 B 48 C 73 t) 98 C
24 A 49 C 14 C L)9 C
25 C 50 B 75 D 100 A
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Text of page 3
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Provisional Answer Key of OMR based Screening Test for
recruitment to the post of Assistant Engineer (Civil, Mechanical, Electrical, Chemical) Public
Health Engineering Department
held on09.06.2024
(Advt. No.28l2023 dated 3 1.10.2023)
Subiect: Paper - II (CIVIL ENGINEERING)
Series: C
Marks: 100 Time: 2:00 hours
Q.NO. ANS_KEY Q.NO. ANS_KEY Q.NO. ANS_KEY Q.NO. ANS KEY
1 A 26 D 5l B 16 B
2 B 27 A 52 D 77 C
3 D 28 C 53 B 78 C
4 C 29 C 54 A l9 C
5 D 30 A 55 C 80 B
6 D 3l A 56 A 8l D
7 A 32 C 57 C 82 C
8 B 33 B 58 A 83 B
9 B 34 C 59 B 84 D
10 D 35 B 60 A 85 B
11 D 36 D 61 D 86 D
12 B 3l C 62 C 87 D
13 C 38 C 63 D 88 D
14 D 39 A 64 B 89 R
15 D 40 B 65 B 90 D
16 B 41 A 66 C 91 D
17 C 42 B 6l A 92 C
i8 C 43 D 68 D 93 B
19 C 44 C 69 C 94 A
20 A 45 B 70 C 95 C
21 D 46 D 71 A 96 C
22 D 47 B 72 B 97 B
23 B 48 B 73 C 98 B
D 49 D 14 B 99 B
25 C 50 C 75 D 100 A
tl--^
Text of page 4
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<qf<s-c!5;[=ff
Ft Ba-!e tsEst\rrcE
:=t-t-<a-fsf
eo nn lrrtr sssr.cr hr
Provisional Answer Key of OMR based Screening Test for
recruitment to the post of Assistant Engineer (Civil, Mechanical, Electrical, Chemical) Public
Health Engineering Department
held on09,06.2024
(Advt. No.28l2023 dated 3 1.10.2023)
Subiect: Paper - II (CNIL ENGINEERING)
Series : I)
Marks: 100 Time: 2:00 hours
Q.NO. ANS-KEY Q.NO. ANS-KEY Q. NO. ANS_KEY Q.NO. ANS KEY
I A 26 C 5l D 76 D
2 B 27 B 52 D 77 B
3 C 28 B 53 B 78 B
4 B 29 B 54 D 79 D
5 D 30 A 55 C 80 C
6 B 3l A 56 D 81 B
7 C )z B 57 A 82 D
8 C 33 D 58 C 83 B
9 C -)+ C 59 C 84 A
10 B 35 D 60 A 85 C
11 D 36 D 61 A 86 A
12 C A 62 C 87 C
13 B 38 B 63 B 88 A
14 D 39 B 64 C 89 B
15 B 40 D 65 B 90 A
16 D 4l D 66 D 91 D
17 D 42 B 67 C 92 C
18 D 43 C 68 C 93 D
19 B 44 D 69 A 94 B
20 D 45 D 70 B 95 B
21 D 46 B 71 A 96 C
22 C 47 C 72 B 97 A
23 B 48 C 73 D 98 D
24 A 49 C 74 C 99 C
25 C 50 A l5 u 100 C
qd--"Page 1 of 16
Source: Assam Public Service Commission. Question paper published by Assam Public Service Commission.