MPPSC AE 2021: State Engineering Service Examination, Civil Engineering
Text of page 1
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Text of page 3
SECTION-A
(General Studies)
1. The highest peak of Madhya Pradesh Is 4. Consider the following statement with
located reference to soils.
(A) Mahadeo hills
1. Large amount of iron and lime are
(B) Kaimur range
found in black soil.
(C) Vindhyachal range
2. Red and yellow soil is found in
(D) Bhander range
Baghelkhand.
2. Match List - I with List - II and select 3. Alluvial soil is found in Bhind and
the correct answer from the codes given Morena District.
below.
List -1 List - II Select the correct statement from the
(River) (River drainage above.
area Town/District) (A) 1,2 and 3
a. Wainganga 1. Multai
(B) 1 and 2
b. Tapti 2. Seoni
(C) only 1
c. Narmada 3. Jabalpur
(D) only 2
d. Betwa 4. Vidisha
Codes:
5. Which ofthe following pair is hot correctly
a b c d matched ?
(A) 2 1 3 4
District Mining area
(B) 1 2 3 4
(A) Panna Diamond
(C) 2 1 4 3
(D) 1 2 4 3 (B) Balaghat Copper
(C) Katni Limestone
3. The most important Geographical
(D) Sagar Manganese
factor affecting average temperature in
Madhya Pradesh
(A) Proximity to the Bay of Bengal 6. Which Tiger Reserve of Madhya Pradesh
(B) Tropic of Cancer passes through has been declared the Biosphere
the middle of Madhya Pradesh
Reserve by UNESCO ?
(C) About 25 percent part of the land
(A) Kanha Tiger Reserve
area of Madhya Pradesh is covered
by forests (B) Pench Tiger Reserve
(D) Proximity to the Equator of the (C) Satpuda Tiger Reserve
Southern part of Madhya Pradesh (D) Panna Tiger Reserve
SEE/CE/2021-A [ P.T.O.
Text of page 5
7, The two States that have been recently in 10. Yogesh Malviya has been awarded the
news for inter-state border dispute are Dronacharya Award - 2020 for.which
sport ?
(A) Mizoram - Meghalaya
(A) Kabaddi
(B) Manipur-Meghalaya
(B) Wrestling
(C) Mizoram - Arunachal Pradesh
(C) Mallakhamba
(D) Mizoram - Assam
(D) Boxing
8. Match List - I with List - II and using 11. Which of the following is an example of
the given codes, select the correct
input devices ?
answer.
(A) Trackball
List -1 List-ll
(B) Speaker
(Player) (Sport)
(C) Printer
a. Chinki Yadav 1. Horse Riding
(D) Plotter
b. AkshatJoshi 2. Shooting
c. Muskan Kirar 3. Hockey
d. Khamman Singh 4. Archery 12. Who is called the 'father of artificial
Codes: intelligence'?
a b 0 d (A) V. Rajaraman
(A) 1 2 3 4 (B) Alan Turing
(B) 2 1 3 4 (C) John McCarthy
(C) 2 1 4 3
(D) Tim Berners-Lee
(D) 1 2 4 3
13. The smallest unit of memory in a
9. With which sport is "Rajmata Vijya Raje
computer is
Sindhia Competition" associated ?
(A) Megabyte
(A) Cricket
(B) Hockey (B) Nibble
(C) Football (C) Byte
(D) Chess (D) Bit
SEE/CE/2021-A [ P.T.O.
Text of page 7
14. E-Pathshala App is related to 18. Who built Sanchi Stupa ?
(A) Books (A) Chandragupta first
(8) Scholarship (B) BImbisara
(C) Medicine . (C) BIndusara
(D) Farmers (D) Ashoka
15. Which of the following Is an anti-virus 19. Amritlai Vegad is related to
software ?
(A) Sculpture
(A) Monkey
(B) Painting
(B) Norton
(0) Singing
(C) Adware
(D) Music
(D) Trojan Horse
20. Who is the 'Bhilat Baba'?
16. It was the Capital of 'Rajabhoj' (A) The Chief deity of the 'Bharia'
(A) Ujjain (B) The Chief deity of the 'Bhils'
(B) Dewas (C) The Chief deity of the 'Baiga'
(0) Dharanagari (D) The Chief deity of the 'Saharia'
(D) Bhopal
21. Which of the following campaign has
17. Who was the last successful and glorious been Initiated under the "Beti Bachao
King of Garha Mandala ?
Beti Padhao" Scheme run by Madhya
Pradesh Government ?
(A) Raja Shah
(A) Sankh
(B) Vikram Shah
(B) Lado
(0) Shankar Shah
(C) Uma
(D) Vishnu Shah
(D) Pankh
SEE/CE/2021-A [ P.T.O.
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22. Underthe Madhya Pradesh Mukhyamantri 25. Singorgarh fort is situated in which
Kisan Kalyan Yojana, how much amount district of Madhya Pradesh ?
is to be given to beneficiary family in a
(A) Sagar
financial year ?
(A) ? 4,000
(B) Damoh
(B) 15,000 (C) Jabalpur
(C) T 6,000 (D) Chhatarpur
(D) ^7,000
I 26. Which of the following is not a mobile
23. Consider the following statements Operating System ?
related to Mission Gramodaya Yojana (A) PalmOS
of Madhya Pradesh Government.
(B) Web OS
i. Families living in rural areas will be
provided with residential facility. (C) Symbian OS
ii. Basic amenities of rural areas will (D) Mac OS
be expanded.
iii. This scheme was inaugurated in the
district headquarter of Bhopai. 27. Which of the following is the core protocol
Choose the correct option ; of WWW?
(A) i and iii (A) DSi
(B) ii and iii (B) HTTP
(C) i and ii (C) NNTP
(D) All of the above
(D) FTP
24. Which award has been given to
28. URL stands for
Prof. Sharad Pagare ?
(A) Saraswati Samman -2020
(A) Universal Reference Location
(B) Kalidas Samman -2020 (B) Uniform Resource Locator
(C) Vyas Samman -2020 (C) Universal Resource Locator
(D) Tansen Samman -2020 (D) University Resource Locator
SEE/CE/2021-A [ P.T.O.
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29. Which of the following describe 33. 'Matkr dance is famous in which area ?
E-Commerce ? (A) Malwa
(B) Nimar
(A) Business of Electronic Goods
(0) Bundelkhand
(B) Business of Electrical Goods
\
(D) Baghelkhand
(C) Doing Business Electronically
(D) All of the above 34. In which District is'chldikho tourist place'
located ?
(A) Bhopal
(B) Rajgarh
30. Which of the computer language Is used
(C) Raisen
in "Artificial Intelligence" ?
(D) Sehore
(A) JAVA
(B) Pascal 35. 'Poet Biharl' was related from
(A) Madhya Pradesh
(C) PROLOG
(B) Bihar
(D) FORTRAN (C) Rajasthan
(D) Uttar Pradesh
31. Venganga river flows
36. Which of the following correct order of
(A) Balaghat
Ministers from senior to junior In the
(B) BetuI State Council of Ministers ?
(A) Minister of State, Cabinet Minister,
(C) Khandwa
Deputy Minister, Parliamentary
(D) Dindori Secretary
(B) Cabinet Minister, Deputy Minister,
Minister of State, Parliamentary
32. Chanderl Is famous for Secretary
(A) Sarees (C) Cabinet Minister, Minister of
State, Parliamentary Secretary,
(B) Wooden work Deputy Minister
(0) BIdi Industry (D) Cabinet Minister, Minister of State,
Deputy Minister, Parliamentary
(D) Diamond industry Secretary
SEE/CE/2021-A 11 [ P.T.O.
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37. Who was the first leader of opposition 41. By whom is the work of diamond mining
of Madhya Pradesh Legislative
done in Panna District ?
Assembly ?
(A) National Mineral Development
(A) Vishnu Vinayak Sarvate
Corporation
(B) Vishnu Nath Tamashkar
(C) V. G. Ghate (B) Bharat Diamond Bourse
(D) VIshwanath Yadavrao Tamashkar (C) Jindal Sales Corporation
(D) Alrosa
38. Which of the following body is the
highest decision making body in the
42. Which of the following option is not
politico-administrative system
according to Indian Constitution ? correct ?
(A) Ruling party (A) The coal found in Madhya
(B) Cabinet Pradesh is deposit in Gondwana
(C) Legislative Assembly rock group
(D) Collectively all (B) Pench Kanhan coalfield is an
important coal mining area in
Madhya Pradesh
39. In which Article of the Indian Constitution
there is a provision to constitute Gram (C) Singrauli coalfield is spread over
Sabha in Gram Panchayat ? Madhya Pradesh and Chhatisgarh
(A) 243 A (D) Pathakheda coalfield is situated in
(B) 243 B BetuI district and provides coal to
(C) 243 C Sarni Thermal Power Station
(D) 243 D
43. Which coalfield is not located in Madhya
40. When Madhya Pradesh was declared as
Pradesh ?
"Open Defection Free" State ?
(A) Korba coalfield
(A) 16 January 2016
(B) 01 May 2018 (B) Mohpani coalfield
(C) 15 August 2016 (C) Sohagpur coalfield
(D) 02 October 2018 (D) Pathakheda coalfield
SEE/GE/2021-A 13 [ P.T.O.
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A
Text of page 15
44. Which of the following pair is not correctly 48. As per 2011 Census, what is the
matched ? population density of Madhya Pradesh
Irrigation Project River/Tributary
from the following ?
(A) Ban Sagar Son
Project (A) 225/sq. km.
(B) Tawa Project Tawa (B) 236/sq. km.
(C) Pench Project Pench
(0) 246/sq. km.
(D) Kolar Project Betwa
(D) 382/sq. km.
45. Balaghat District gets irrigation facility
from the canal of which river ? 49. In which district of Madhya Pradesh
(A) Wainganga thickest layer of coal of India Is found ?
(B) Narmada
(A) Chhindwara
(C) Tapti
(D) Matiyarl (B) Singrauli
(0) Shahdol
46. Which of the following tribe is not a (D) BetuI
sub-tribe of "Baiga Tribe" ?
(A) Bijhwar
(B) Narotia 50. How much amount is being provided by
(C) Badoya the Madhya Pradesh Government under
(D) Kathmaina the "KIsan Kalyan Yojana" annually in
addition to the amount announced by
the Central Government under "KIsan
47. The scale of measuring the values of the
components of "Physical Quality of Life Samman Nidhi Yojana" ?
Index" lies between (A) Rs. 2,000
(A) In between 0 to 1
(B) Rs. 3,000
(B) In between 1 to 100
(C) Rs. 4,000
(C) In between 1 to 50
(D) In between 0 to 100 (D) Rs. 5,000
SEE/CE/2021-A 15 [ P.T.O.
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Text of page 16
SECTION - B
Civil Engineering
51. A riveted connection with 18 mm 54. A column base is subjected to combined
diameter rivets in double shear are
used to connect 10 mm thick plates. If action of axial load and moment. If the
permissible stresses for rivets in shear intensity of bearing pressure due to
and bearing are 80 MPa and 250 MPa axial load is equal to maximum pressure
respectively as well as for the plate In
bearing is 250 MPa, then the strength generated due to moment,then the total
of rivet is bearing pressure between the column
(Values are rounded off to nearest
base and concrete is
integer value)
(A) 48750 N (A) Uniform compression throughout
(B) 23892 N
(B) Zero at one end and compression
(C) 97500 N
at other end
(D) 47784 N
(0) Tension at one end and compression
52. An ISLB 300 section is used as a simply at other end
supported beam having span of 5 m. If
the sectional modulus is 4.889 x 10^ mm^ (D) Uniform tension throughout
and plastic modulus is 5.4206 x 10^ mm^
then the shape factor of the beam is
(A) 1.10
55. Butt weld used in a welded connection
(B) 0.90
Is subjected to combined action of
(0) 0.80
bearing, bending and shear. If bearing
(D) 0.72
stress fjjj. = 200 MPa, bending stress
53. A steel section is being used as tension fjj= 120 MPa and shear stress q =90 MPa,
member. The cross section area is then the equivalent stress f^ the butt
1100 mm^ and yield strength of steel
section is 250 MPa. If the design is weld subjected is equal to
governed by yielding of the cross section (Values rounded off to integer)
under axial tension, then the design
strength (T^J of the member is (A) 420 MPa
(A) 150kN
(B) 200 MPa
(B) 250 kN
(C) 100 kN (C) 270 MPa
(D) None of the above (D) 320 MPa
SEE/CE/2021-A 16
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Text of page 17
56. An activated sludge process operates at 60. In children "Methaemoglobinaemia"
a flow rate of 540 m^/d having influent disease is caused by
BODg of 200 mg/L. Volume of aeration (A) Conversion of nitrites to nitrates
tank is 60 m^ and biomass concentration (B) Due to total nitrogen
in aeration tank is 3000 mg/L.The Food (C) Conversion of nitrates to nitrites
(D) Reaction between haemoglobin
to Microorganism (F/M) ratio is
and COg
(A) 0.4
(B) 0.6 61. Find the specific energy of flowing water
(C) 0.8 through a rectangular channel of width
(D) 0.2 5m, when the depth of water is 3m and
discharge is 10m^/s.
57. An egg shaped section of sewer (A) 30.2m
(A) Is economical than circular section (B) 3.0226m
(B) Provides self-cleansing velocity (C) 3022.4cm
(C) Is more stable than circular (D) 3.0224cm
(D) Is easy to construct
62. Find the rate of flow of water through
a rectangular channel of 6m wide and
58. Suitable layout of distribution system 3m deep, when it is running full. The
for a city with road of rectangular bed slope of channel is 1 in 2000. Take
pattern Chezy's constant C = 55.
(A) Grid iron system "(A) 27.108 m^/s
(B) Ring system
(B) 2.7108 m3/s
(C) 1.506 m3/s
(C) Radial system
(D) 0.2710 m^/s
(D) Dead end system
59. Dissolved oxygen in stream is 63. Which of the following devices are
usually used in measuring pipe flow ?
(A) Minimum at noon
(A) Mouthpiece
(B) Maximum at mid night (B) Cipolletti weir
(C) Same throughout the day (C) Pitot tube
(D) Maximum at noon (D) Venturimeter
SEE/CE/2021-A 17 [ P.T.O.
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Text of page 18
64. The most desirable location for the surge 68. Morgan keys are suitable for Cl chairs,
tank is plate sleepers and metal sleepers. There
(A) Immediately upstream of the turbine specifications are
(B) Immediately upstream of the tail water (A) 12 cm long with a taper of 1 in 48
(C) Immediately downstream of the (B) 12 cm long with a taper of 1 in 30
reservoir (C) 18 cm long with a taper of 1 In 48
(D) Immediately upstream of the (D) 18 cm long with a taper of 1 in 32
reservoir
69. Train resistance due to gradient is
65. For the laminar boundary layer, its given as
thickness is expressed by the relationship (A) Weight of train x rate of grade
(Where is the local Reynolds number
1
based on distance x from the leading (B) Weight of train x
edge) rate of grade
2
(A) 5 = 0.664x/R°-^° (C) Weight of train x
rate of grade
(B) 5 = 0.664x/^
(D) Twice the weight of train x rate of
(C) 6 = 5x/7^ grade
(D) 5=1.75x/^
70. Worn up rail should not be used if the
wear exceeds the limit between
66. The size of the wooden sleeper used on (A) 7% to 10%
. broad gauge is (B) 3% to 4.5%
(A) 275 cm X 32 cm X 13 cm (C) 10% to 12.5%
(B) 275 cm X 25 cm X 18 cm (D) 5% to 8.0%
(C) 275 cm X 25 cm X 13 cm
(D) 275 cm x 25 cm x 32 cm
71 If drainage is permitted throughout
the test, during the application of both
normal and shear stresses, so that full
67. Fish plates used in Indian Railway should consolidation occurs and no excess
have the carbon contents equal to pore pressure is set-up at any stage of
(A) 0.38% to 0.47% the test, is known as
(A) Drained test
(B) 0.30% to 0.42%
(B) Quick test
(C) 0.25% to 0.42%
(C) C-Utest
(D) 0.15% to 0.47% (D) Compression test
SEE/CE/2021-A 18
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Text of page 19
72. In site exploration, depth upto which the 76. The stress in cement concrete pavement
increase in pressure is likely to cause changes
shear failure is known as (A) Seasonally
(A) Significant depth (B) Annually
(C) Daily
(B) Failure depth
(D) None of the above
(C) Pressure depth
(D) Exploration depth 77. The rise of water level near bridge due to
obstruction caused by the construction
of bridge is called as
73. The minimum net pressure intensity (A) Superlex
causing shear failure of soil, is (B) Afflux
known as (0) Dulex
(A) Safe bearing capacity (D) Scouring
(B) Net safe bearing capacity
78. According to ICAO, all markings on the
(C) Ultimate bearing capacity runways are
(D) Net ultimate bearing capacity (A) Yellow
(B) White
74. Which of the following is a characteristic (C) Black
of general shear failure ? (D) Red
(A) Failure is accompanied by
79. The maximum transverse grade as per
compressibility of soil
ICAO of 'D' type airport is
(B) Failure is sudden (A) 1.5%
(C) Bulging of shearing mass of soil (B) 2.0%
(D) Depression of soil (C) 2.5%
(D) 3.0%
75. The piles that are used for protecting
structures from ships and floating 80. Airport elevation is the reduced level
objects are above mean sea level of
(A) Anchor piles (A) Control tower
(B) Compaction piles (B) Hanger
(C) Highest point of the landing area
(0) Batter piles
(D) Fender piles (D) Lowest point of the landing area
SEE/CE/2021-A 19 [ P.T.O.
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Text of page 20
81, A steel rod of 2.5 m in height and area of 85. The strain energy per unit volume due to
125 mm^ Is subjected to a pull of 30kN. direct stress 'cf and strain 'g'is equal to the
if Young's modulus Is 200 GPa, the (A) 2a7E
elongation of the rod will be (B) 2 Eg 2
(A) 3 mm
(B) 30 mm
(C) |Ee2
(C) 300 mm (D) None of the above
(D) 0.3 mm
86. The limitation of Bligh's theory observed as
82, For a given material, If E, G, and v are (A) Made no distinction between
Young's modulus, modulus of rigidity horizontal and vertical creep
and Polsson's ratio respectively, then (B) Made no explanation of exit gradient
the relation E = (C) Made no distinction between outer
(A) 2G(1 + v) and inner faces of sheet piles
(B) 2G(1-v) (D) All the above
(C) 2G/(1+v)
(D) 2G/(1-v) 87. A device where silt is excluded from
water entering the canal is known as the
following and placed at
83, Every material obeys the Hook's law
(A) Silt ejector placed infront of head
within its
regulator
(A) Elastic limit
(B) Silt ejector placed behind the head
(B) Limit of proportionality
regulator
(C) Plastic limit
(C) Silt excluder placed infront of head
(D) Modulus of elasticity
regulator
(D) Silt excluder placed behind the head
84, A framed structure is perfect, if the regulator
number of members are (2J - 3),
where J Is joint. 88. Which statement is not true for canal
(A) Equal to lining ?
(B) Less than (A) Minimize the seepage losses
(B) Reduce maintenance of canal
(C) Greater than
(C) Prevent erosion
(D) None of the above (D) Decrease discharge
SEE/CE/2021-A 20
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Text of page 21
89, A larger length of groyne pointing 92. If the fillet welds are subjected to a
upstream used for river training works combination of normal stress (f^) and
is known as
shear stress (q), the equivalent stress
(A) Attracting Groyne
(B) Repelling Groyne (fe) is
(0) Deflecting Groyne (A) ^/M
(D) Sedimentary Groyne
(B) V3fa+3q=
90, In cross drainage works, if natural
drainage is carried over the canal (C) ^f=+3q=
where F.S.L. of the canal is lower than
the underside of the trough carrying (D) ^
drainage water, then it can be said as
(A) Aqueduct 93, An angle ISA 75 x 75 x 6 is connected
(B) Syphon aqueduct to a gusset plate through single leg as
(C) Canal syphon shown in figure. Bolt used are M 20
(D) Super passage grade 4.6. What is net area of angle ?
91, In a bracket with riveted connections the gusset plate
no. of rivets(n)essential for resisting the
external moment M is equal to .
Where, R - rivet value, m - no. of rivet
M 20 Bolt
lines and p - pitch of rivets
-ISA 75x75x6
3
fSRm
(A) n =
Mp
I 6M
(B) n =
mpR
(A) 732 mm2
|6M
(C) n = (B) 862 mm2
mR
(0) 600 mm2
feMm
(D) n =
pR (D) 432 mm^
SEE/CE/2021-A 21 [ P.T.O.
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94. A steel structure subjected to a
96. V.
combination of Dead Load (DL) and (A) Porosity
Earthquake Load (EL),the partial safety (B) Water content
factors for limit state of strength are (C) Void ratio
and respectively. (D) Degree of saturation
(A) 1.2:1.2 97. At shrinkage limit, the soil is
(A) Dry
(B) 1.5; 1.0
(B) Fully Saturated
(C) 1.5:1.5 (C) Partially Saturated
(D) None of the above
(D) 1.0:1.2
98. If the natural water content of the
soil mass lies between its liquid limit
95. If the intermediate transverse stiffners and plastic limit, the soil mass is said
to web are not subjected to external to be in
loading, then it shall be designed to (A) Liquid state
(B) Semi-solid state
withstand a minimum shear force
(C) Solid state
(in kN/mm) of
(D) Plastic state
(Where, t^= Web thickness in mm,
bg = Outstand width of the stiffner in mm.) 99. The co-efficient of compressibility of soil
is the ratio of
(A) Stress to strain
'*'1: (B) Strain to stress
t2 (C) Stress to settlement
5bs (D) Rate of loading to settlement
5t^
(C) ^ 100. Under-reamed piles are generally
(A) Driven piles
(B) Pre-cast piles
(C) Bored piles
(D) None of the above
SEE/CE/2021-A 22
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101. The activity does notinvolve consumption 105. The cost slope is given by
of resources and does not need any Normal cost - Crash cost
time is cailed as (A)
Normal time - Crash time
(A) Negative activity Crash cost - Normal cost
(B)
(B) True activity Crash duration - Normal time
(C) Dummy activity Crash cost- Normal cost
(C)
Normal duration - Crash duration
(D) Positive activity
(D) None of the above
106. A simply supported beam of span 7'
102. The difference between total float and carries a concentrated load 'W' at
free float is defined as the centre. The bending moment at
(A) Independent float mid-point will be
(B) Interference float (A) -w/
8
(C) Dependent float
(B) -W/
2
(D) Independent slack time
(C) -W/
4
103, Which of the following contract is not (D) -W/2
measurement contract ? 8
(A) Lump-sum contract 107. The two hinged arch is an example of
(A) Statically Indeterminate structure
(B) Item rate contract
(B) Statically determinate structure
(C) Percentage rate contract (C) Both (A) and (B)
(D) None of the above (D) None of the above
108. The bending equation is written as
104. Worker's productivity is defined as
(A) Total work done per week M a'
a E'
(B) Quantity of work done per man y
hour M a
(C)
(C) Quantity of work done per month y
.2 ^2
(D) None of the above (D) ^
I
=^
y
=^
R
SEE/CE/2021-A 23 [ P.T.O.
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109. For ductile materials,the mostappropriate 113 The displacement of the track from
failure theory is
its original position due to insufficient
(A) Maximum principal stress theory expansion gap in the track is known as
(B) Maximum shear stress theory (A) Distorting
(C) Maximum principal strain theory (B) Hogging
(D) Shear-strain energy theory (0) Creeping
(D) Buckling
110. The maximum principal stress theory
was postulated by
Heel Divergence is defined as
(A) Rankine
(A) Ratio of length of tongue rail to
(B) St. Venant
switch angle
(C) Mohr
(B) Ratio of switch angle to length of
(D) Tresca
tongue rail
(C) Multiplication of length of tongue rail
111. Width of Ballast section at bottom of track and switch angle
forB.G. is
(A) 4200 mm (D) Multiplication of wing rail and switch
angle
(B) 4600 mm
(C) 4800 mm
(D) 5000 mm
115. The outer rim of the railway wheels
are coned to prevent the rubbing of
112. Which type of transition curve is mostly the wheel flanges with sides of the top
used by Indian Railways ? flanges of the rail at a slope of
(A) Cubic parabola curve (A) 1 in 20
(B) Spiral curve (B) 1 in 24
(C) Sine curve (C) 1 in 26
(D) Lemniscate of Bernoulli's curve (D) 1 in 30
SEE/CE/2021-A 24
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Text of page 25
116, The deflection of a beam with straight 119, As per IS:456:2000, in case of flat slab
tendon's having uniform eccentricity the minimum thickness of slab shall be
below the centroid axis is given by
(A) 100 mm
(where P = effective prestressing force ,
e = eccentricity, L = length of beam, (B) 115 mm
a = deflection) (0) 125 mm
PeLf (D) 150 mm
(A) a =-
12EI
120, As per IS:1893:2002,the critical damping
PeL^
(B) a = ratio in case of steel structures, concrete
"l2EI structures and earthen structures are
PeL^ respectively
(C) a =
8EI (A) 5%,2% and 20%
PeL^ (B) 2%,20% and 5%
(D) a =
8EI
(C) 20%,5% and 2%
117, Thefoundation that is used when bearing (D) 2%,5% and 20%
power of soil is so low that independent
column footings are impracticable 121, Classification of road in India was
and pile foundation cannot be used done by
advantageously is
(A) Central Government
(A) Strap foundation
(B) Indian Road Congress
(B) Combined foundation
(0) Raft or Mat foundation (C) Ministry of Surface Transport
(D) Rectangular combined foundation (D) Nagpur Road Plan
118, As per IS : 1343 :1980, in prestressed "*22, The drainage layer in the highway
concrete minimum grade of concrete for pavement is known as
pre-tensioned system will be (A) Base course
(A) M40
(B) Sub-base course
(B) M55
(C) M30 (C) Surface course
(D) M20 (D) Subgrade
SEE/GE/2021-A 25 [ P.TO.
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123. If R is the radius of a main curve and 127. Modern turbidimeters working on the
L Is the length of the transition curve,the principles of scattering of light, are
shift of the curve Is
known as
(A) L2/24R
(A) Jackson turbidimeter
(B) L/24R
(B) Modern ion chromatography
(C) L4/24R
(0) Nephio turbidimeter
(D) L3/24R
(D) Atomic turbidimeter
124. In California Bearing Ratio test, the value
of GBR is calculated at
128. In a waste water treatment plant, grit
(A) 2.5 mm penetration only
chamber are designed to remove
(B) 5.0 mm penetration only
(C) Both 2.5 mm and 5.0 mm penetrations particles by using the principles of
(D) 7.5 mm penetration only (A) Type - I settling
(B) Type"II settling
125. For the construction of cement concrete
pavement slabs, the desirable limit of (C) Type-111 settling
maximum aggregate crushing value is
(D) Type - IV settling
(A) 35%
(B) 30%
129. London Smog was primarily caused by
(0) 27%
(D) 24% (A) Burning of oil
126. The water required for firefighting(known (B) Burning of coal
asfire-demand) may be computed using (0) Eruption of volcano
National Board of Fire underwrites
formula given as (D) None of the above
Q = 4637^/p (1 -0.01 ^)where
(A) Q = quantity of water in m^/s and 130. Which one of the following method is
P is more than 2,00,000 generally not adopted for safe disposal
(B) Q = quantity of water in LVmin and of biomedical wastes ?
P is more than 2,00,000
(A) Shredding after disinfection
(C) Q = quantity of water in m^/s and
(B) Incineration
P is less than or equal to 2,00,000
(0) Sanitary landfill
(D) Q = quantity of water in L7min and
P is less than or equal to 2,00,000 (D) None of the above
SEE/CE/2021-A 26
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131. A singly reinforced beam 200 mm wide 134, Whatis the recommended value of effective
Is 400 mm deep to the center of the
length, if the column is effectively held in
tensile reinforcement. Determine the
position and fixed against rotation in both
limiting rrioment of resistance of the
beam section. Use M 20 Concrete and ends ?(/ = unsupported length of column)
Fe 250 Steel. (A) 0.65/
(A) 9.536 kN.m (B) 0.80/
(B) 95.36 kN.m
(0) 1.00/
(0) 953.60 kN.m
(D) 1.20/
(D) 80.00 kN.m
135. The development length (L^j) of a
132. For bond stress of deformed bars
deformed bar {(j)= nominal diameter) as
conforming to IS 1786, design bond per IS :456 : 2000 in limit state design
stress of plain bars In tension In limit is given by (where Og = stress in a bar
state method shall be increased by at the section considered at design load,
(A) 25% = design bond stress)
(B) 40%
(C) 60% (A) I —
^ 4 St
(D) 75%
(B) L =—5®^
133. The Hoop tension per meter height for ' S.OTb,
circular tank with a flexible joint between (C) I _
the walls and base is given by (where
w = specific wt. of water, D = internal
(D) I _
diameter of tank, h = depth and T = hoop ^^bd
tension)
(A) D = wh X — 136. An object placed in a fluid stream may
2 experience drag and lift forces. These
T u D forces are due to
(B) T = wh X —
4
(A) Viscosity and turbulence
(C) T UX—
T = wh D
(B) Pressure and gravity
6
(0) Pressure and turbulence
(D) T uX—
T = wh D
2 (D) Pressure and viscosity
SEE/CE/2021-A 27 [ P.T.O.
Text of page 28
137. In 1 in 40 model of a spillway,the velocity 141, Which is not the hydro power scheme /
and discharge are 2m/s and 2.5 m^/s, plant ?
respectively. Find the velocity in the (A) Run-off river Scheme
prototype.
(B) Storage Scheme
(A) 126.5 m/s
(C) Pumped Storage Scheme
(B) 12.65 mm/s
(D) Canal Scheme
(C) 12.65 m/s
(D) 0.126 m/s
142. Measurements of duty should not be
taken
138. The flownet Is a graphical representation
of irrotational flow. (A) At the head of the main canal
(A) One dimensional (B) At the head of the branch canal
(B) Two dimensional (0) At the middle of the canal
(C) Three dimensional (D) At the outlet of the canal
(D) None of the above
143. A unit hydrograph consists of a hydrograph
of direct runoff resulting from the following
139. The energy loss in pipe is due to mentioned below which takes place
(A) Surface roughness only uniformly over the basin at a uniform rate
(B) Turbulent shear stress during a specified period of time
(C) Friction offered by pipe wall and (A) One cm of rainfall
viscous action (B) Ten cm of rainfall
(D) Viscous action only (0) One cm of effective rainfall
(D) Ten cm of effective rainfall
140. A wide unlined channel carrying silt free
water has a depth of 2 m.The maximum 144. Ground water is widely distributed under
tractive stress permissibles on the bed the ground and the geologic formation
to prevent scour is 1.96 N/m^. What is which can absorb water but cannot
maximum slope that can be given to the transmit significant amount of water
channel ?
known as with example
(A) 3 in 10^ (A) Aquiclude such as shale
(B) 2^10-* (B) Aquiclude such as basalt
(C) 1 in 103 (0) Aquifuge such as clay
(D) l inlC* (D) Aquifuge such as granite
SEE/CE/2021-A 28
Text of page 29
145. Stilling basin Is used for 148. A concrete mixer having a initial cost
(A) Drip irrigation of Rs. 2 lakh and a salvage value of
Rs. 50,000 at the end economic life of
(B) Sprinkler irrigation 5 years. What will be annual depreciation
(C) Dissipation of energy each year using straight line method ?
(D) Cross drainage work (A) Rs. 30,000
(B) Rs. 40,000
146. If N = No. of years prescribed for (C) Rs. 50,000
completion of project (D) Rs. 33,333
A = Maximum value of works completed
during last 5 years
B = Value of on going work in the 149. Performance security is refunded to the
contractor
next N years
then Bid capacity is calculated as (A) After issue of defect liability
certificate
(A) 2AB-N
(B) After issue of completion
(B) 2BN-A
certificate
(C) 2AN-B
(C) As per contractor demand after
(D) None of the above
completion of work
(D) None of the above
147. Building and other construction workers
Central Rules, 1998 is not related
150. The estimate prepared for approval to
(A) To ensure all mechanical equipments include additional item of work during
are provided with safety features execution which was not foreseen in
(B) To ensure minimum salary to be initial stage is called as
provided to all labours (A) Rough order of magnitude
estimate
(C) To ensure workers do not lift weight
beyond prescribed limit (B) Cube rate estimate
(C) Indicative cost estimate
(D) To maintain clean and hygienic
conditions on site (D) Suppiementary estimate
SEE/CE/2021-A 29 [ P.T.O.
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/ ROUGH WORK SEE/CE/2021-A 30
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ROUGH WORK SEE/CE/2021-A 31 [ P.T.O.
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ROUGH WORK SEE/CE/2021-A 32
Text of page 4
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7 B 32 57 D 82 107 D 132
B&C 33 58 83 108 133
34 D 59 D 84 109 134 B
10 A&C 35 60 85 D 110 D 135 B
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12 D 37 62 87 B 112 D 137 D
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18 43 B 68 D 93 A&B 118 B 143 B
19 44 B 69 94 D 119 144 B
20 B 45 70 B 95 120 D 145 B
21 46 71 96 121 B 146
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Text of page 10
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D 31 56 81 106 B 131
D 32 57 82 B 107 B 132 B
33 58 83 108 D 133 D
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10 35 A,C,D 60 85 110 B 135
11 36 D 61 B 86 B 111 136 D
12 37 D 62 87 D 112 137
13 D 38 B 63 D 88 113 B 138
14 39 64 A&B 89 114 D 139 D
15 B 40 D 65 90 B 115 B 140
16 41 66 91 116 D 141
17 42 67 B 92 117 142 D
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21 D 46 71 B 96 B 121 146
22 47 D 72 97 D 122 D 147
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24 49 B 74 D 99 124 D 149 D
25 B 50 75 100 D 125 B 150
Page 1 of 32
Source: Madhya Pradesh Public Service Commission. Question paper published by Madhya Pradesh Public Service Commission.