TEL GA A STATE PUBLIC SERVICE COMMISSION

ASSISTANT EXECUTIVE ENGINEERS (CIVIL)
NOTIFICATION NO: 8/2015
CIVIL ENGINEERING PAPER
DATE OF EXAM: 20/09/2015
Group 1
Group Number: I
GroupId. 2 Group Maximum Duration: o Group Minimum Duration: 150 Revisit allowed for view? No Revisit allowed for edit?: No Break time: o Group Marks: 3000
CivIl Engineering
Section Id 2
Section Number: I
Section type: Online
Mandatory or Optional: Mandatory
Number of QuestiOns: 150
Number of QuestiOns to be attempted. 150
Section Marks: 300.0

Sub·Section Number: I Sub-Section Id: 2 Question Shuming Allowe<l Yes
Question Number: I Question Id 1St Question Type: MCQ Option Shuffling: to Correct: 2.0 Wrong: 0.0 The main Constituent of cement which is responsIble for mitial setting of cement is Options: 1 a d.-caloum Silicate 2 In-calC!umsl!1Cate 3 In-calCIumalumnate 4 tn-calcium alumno ferrite
Question Number: 2 Question Id 152 Question Type: MCQ Option Shuffling; No Correct: 2.0 Wrong: 0.0
WhiCh of the following Cement IS suitable for use m massive concrete structures such as large dams
Options:
1 ordmary Portland cement 2 low heat cement 3 rapId harden,ng cement 4 sulphate resIstIng cement
Question Number: 3 Question Id 153 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Mean target strength [ftl is given by (Where fck is 28 day Characteristic compressive strength and is Standards deviation.)
Options:
ft =fck 0.65 s 1
ft =fck -1.65 S
2 ft =fck 1.65 S

ft =fck -0.65 S
4 II
Question Number; 4 Question Id 154 Question Type: MCQ Option Shuffling: Correct: 2.0 0.0
In which of the follOWing dIrections. the strength of tImber IS maxImum?
Options;
1 IIIl parallel to grams
0
2" 45 3 perpendiCular to grams 4 same In all dll'ectIons
Question Number: 5 Question Id 155 Question Type: MCQ Option huming;:"io Correct: 2.0 0.0
Hydraullc llme is obtained by
Options:
1 burmng of llmestone 2 burnmg of gravel 3 II adding water to qUICkllme 4 II calCInation of pure clay
Question Nunlber: 6 Question Id: 156 Question MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Soundness of cement is tested by
Options:
1 Blame's method 2 • Le chateher method 3 • Auto.:lave method
4 Blams and Lechateher methods
Question Number: 7 Question Id: 157 Question Type: MCQ Option Shuffling: No Corr«t 2.0 Wrong: 0.0
Solvent commonly used for oil pamts is
Options:
1 ar 2 pe,rol 3 acquaregla
4 • urpennne
Question Number: 8 Question Id: 158 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wronu: 0.0
Number of bncks required for one cubic metre of bnck masonry IS
Options:
1 .400
2 • 450
3.500
4 • 550
Question Number: 9 Question Id: 159 Question Type: MCQ Oplion Shuffling: No Correct: 2.0 0.0
AdrniKtures which cause early setting and hardening of concrete are called
Options:
1 workablhtr adrruxtures 2 ".. accelerators 3 retarders 4 all' entramlng agents
Question Number: 10 Question Id 160 Question Type: 1CQ Option Shuffling: Correct: 2.0 0.0
Which of the folloWlng metamorphiC rocks has the most weather resishng characterisncs?
Options:
1 • Marble 2 Quartzite 3 Slate 4 • Lllne stone
Question Number: J 1 Question ld 161 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The ratio of strength of a solid shaft to hollow shaft for same material. same weight and same length is
Options:
1 • 144
2 II 10
3 .. 0694
4 •05
Question Number: 12 Quesrion Id 16Z Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The ratio of the moment of inertia of a circular plate of diameter same as that of a sIde of a square pia e IS
Oprions:
1 less than one
2 more than one 3 • equal to one 4 tt equal to 37/16
Question Number: 13 Question Id 163 Quesrion Type: l1CQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The maxImum tWIsting moment, a shaft can resist, IS the product of the permissIble shear stress and Option.
1 • moment of Inertia
2 • polar moment of inertia
3 • n10dul uS of ngldly
4 iii polar n10dulus
Question Number: 14 Question Id 164 Question Type: 11CQ OpriOll Shuffling: No Correct: 2.0 0.0
The ratio or longitudinal stress to circumferentIal stress in the case of a thin cyhndrical shell is Options
1 •15
22
3.• 1 4" 05
Question Number: 15 Question Id 165 Question MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The maxImum bending moment for a SImply supported beam subjected to uniformly varying load WIth zero IntenSIty at the nght end and w per meter length at the left end IS
Option
1
2
3
•
wl'l2,J 4
Question Number: 16 Question Id: 166 Question Type: l1CQ Option Shufning: No
Correct: 2.0 Wrong: 0.0
The magnitude of fixed end moment for a span If one of the support sinks by? IS
Options:
GEl oIL'
It(
3ElolL'
2•
12ElolL'
3
Elo/GL'
4•
Question Number: 17 Question Id: 167 Question Type: MCQ Option Shuffling: Concct 2.0 0.0
For an eccentnc load on a circular sectIon, not to cause any tensIon In It, the eccentncity of loading should not exceed
Options:
1 • d[3
2 • d!4 3 d/6 4 d/8
Question Number: 18 Question Id: 168 Qucslion Type: 1CQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
A spherical ball of volume is subjected to a
hydrostatic pressure of 90 Mpa. If the bulk modulus for
the matenal is 180 the change In lhe volume of
the ball IS
Options:
50
1•
100
2. •
250
3
500
Question Number: 19 Question Id 169 Question Type: MCQ Option Shuming: No Correct: 2.0 Wrong: 0.0
For a column of length fixed at both ends, and flexural ngldlty El, the cnticalload IS gIven by
Options:
1t 2EI
1. 7
1T2EI
2
2• 4L
3•
Question Number: 20 Question Id 170 Question Type: MCQ Option huming: No Correel 2.0 Wrong: 0.0
The deflectlon at any point of a perfect frame can be obtaIned by applying a unit load at the JOInt In
Options:
1 • vertlcal direction 2 honzontal direction 3 Inchned direction 4 wt he direction In which deflection IS reqUired
Question Number: 21 Question Id 171 Question Type: MCQ Option Shuming: 10 Correct: 2.0 Wrong: 0.0
Acantilever beam of 3 m long carries a point load of 5 kN at Its free end and 5 kN at its middle The bending moment at the rrnddle of the cantilever beam is
Options:
1 22 5 kN-metre
2. • 30 0 kN-metre
3 15 0 I:N-metre 4 .. 7 5 kN-metre
Question 'umber: 22 Question Id 172 Question Type: MCQ Option Shuffling: No Correct: 2.0 0.0
When the body is subjected to three mutually perpendicular stresses of equal intensity, the ratlo of direct stress to the corresponding volumetric strain IS known as
Options:
1 • modulus of elastiCity 2 It modulus of ngidlty 3 bulk modulus 4 POisson's ratio
Question Number: 23 Question Id 173 Question Type: MCQ Option Shuffling: No Correct: 2.0 0.0
Which one of the following pairs is not correctly matched?
Options:
1 Lame's constant ThICk cyhnder 2 U Macaulay's method Deflectlon of beams 3 Euler's method Theory of columns 4 .I/t Eddy's theorem Torsion of shafts
Question Number: 24 Question Id 174 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
A simply supported beam of span carnes a unit load at Its centre The strain energy In the beam IS (with usual notations)
Options:
1'/96EI 1 lie
1'/48EI
2• 1'/192EI 3• 1'/96EI 4•
Question Number: 25 Question Id 175 Quest"ion Type: MCQ Option Shuffling: No Correct: 2.0 0.0
The moment required to rotate the near end of a prismatic beam through unit angle. without translation, the far end being fixed is (Wlth usual notations)
Options:
1 Elil
2 • 2EIIl
3 3EIIl
4 4EIIl
Question Number: 26 Question Id 176 Question Type: MCQ Option Shufning: No Corrcd 2.0 Wrong: 0.0
A simply supported beam whiCh carries a uniformly distributed load has two equal overhangs. To have maximum B.M produced in the beam the least possible. the ratio of the length of the overhang to the total length of the beam is
Options:
1 lit 0 207
2 • 0508
3 • 0407
4 0307
Question Number: 21 Question Id 177 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Aplane carrying normal stress accompamed by no shear stress IS called
Options:
1 plane of no shear stress
2 11f pnnClpal plane
3 tl normal plane
4 shear plane
Question Number: 28 Question Id 178 Queslion Type: MCQ Option hurning: Correct: 2.0 0.0
The ratio of strengths of solid to hollow shafts. both haVIng ou SIde chameter and hollow havlOg InSide diameter V 12'. 10 torsIon. IS
Options:
1 • 1/15
2 1/4
3 II 112 4 II( 15116
Question Number: 29 Question Id t 79 QuesUon MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Asmgle-bay, smgle-storeyed portal frame ABeD has Its column ends fIXed. I faxlal deformation IS neglected, the kir1ematlC l!ldeterrrunacy IS
Options:
13 22 3 6 44
Question Number: 30 Question Id 180 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The maxImum bending moment under a particular pomt load among a tram of po,nt loads crossIng a Simply supported girder occurs at the locatIon when that load IS at
Options:
1 at rrud span 2 II so placed that load poInt and the C G of the train of loads cOIncides 3 II at one-quarter span 4 tf so placed that load point and the C G of the train of loads equl-dlstant from the rrud span
Qucsl"ion Number: 31 Question Id: 181 Question Type: MCQ Option Shuffling: No Correct; 2.0 Wrong: 0.0
Elongation produced due to self weight In a bar of uniform cross sectional area length and weight having modulus of elasticity hung vertically at top end is
Options:
Question Number: 32 Question Id 182 Question Type: Option Shuffiillg: No Correct: 2.0 Wronj:t: 0.0
The point of contra flexure in a laterally loaded beam occurs where·
Options:
1 shear force changes Its SIgn 2 shear force IS rrunlm1.1m 3 II shear force IS maXimum 4 bendIng moment changes Its sign
Question Number: 33 Question Id 183 Question Type: MCQ Option Shuming: No
Correct: 2.0 Wrong: 0.0
Reaction at the level of prop at free end of a cantilever of span carrying a u.d.l of per unit length IS
Options
WI
8 1•
W7

2
3W1
8
3
5Wl
8
4 IS
Question Number: 34 Question Id 184 Question MCQ Option lIuming: No Correct: 2.0 Wrong: 0.0
Stress vanatlon across the wall thickness of a thICkcyhnder IS computed by uSIng
Options:
1 Casl1ghano theorem
2 II Clapeyron theorem
3 II Maxwell's theorem
4 )It Lames theorem
Question Number: 35 Question Id 185 Question Type: MCQ Option Shurtling: No Corrcel 2.0 Wrong: 0.0
The torsional rIgIdIty of a tube of th,ckness 1.0 mm, diameter 200 mm. and rigidity modulus 1000 CPa is
Options:
314.1GNmm'
1•
341.1 GNm' 2
628.3 GNm'
3• 157.1GNm'
Question 'umber: 36 Question Id: 186 Question Type: MCQ Option Shurning: No Correct: 2.0 Wrong: 0.0
The maXImum stram In the tension remforcement m the section at faIlure shall not be less than (WIth usual notatIons)
Options:
0.002 +(0.87 lylEs) 1
0.0035 (0.87 1,1 Es)
2
0.0035 1.15 Es) 3 JC
0.002 10.85 Es Iy) 4 lit
Question Number: 37 Question ld 187 Question Type: MCQ Option Shuffling: No Ccrrctt 2.0 Wrong: 0.0
Partial safety factor of the matenal considered for concrete is
Options:
1 JC 115
2 • 200
3. 1 50
4 • 087
Question Number: 38 Question Id 188 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The maximum Deflection which can be allowed m gantry supporting manually operated crane, as per 15:800-2007 is


Options:
1 Span I 500
2. • Span I550
3 • Span I 700 4 • Span I 750
Question Number: 39 Question Id 189 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The main function of Column base is to
Options:
1 iii transrrut the Column load to foundatIon block
2 Ie resist the DeflectIons
3.
II resist lateral forces

4.
reduce the effect of VIbratIons


Question Number: 40 Question Id 190 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The members carrying compressive forces In a roof truss are called
Options:
1 • Girders
2. • TIes
3 Struts 4 • Purims
Question Number: 41 Question Id 191 Question Type: MCQ Option Shuffling: No Corred 2.0 0.0
BattenS provided for a compressIon member shall be designed to carry transverse Shear equal to
Options:
1 tIC 2 0faxlal force In member 2 Ie 0 faxlaI force In member 3 10% of aXial force m member
4 25% of aXial force m ITl€mber
Questioll Number: 42 Question Id 192 Question Type: MCQ Option Shuffling: No Correct: Z.O Wrong: 0.0
For a smgly remforced over-reinforced sectJon
1 the lever arm WIll be less than for a balanced section.
2 the maXImum stress deveJopea m concrete would be equal to the allowable stress.
3 the maximum stress developea In steel would be equal to the allowe<1 stress
Of hese statements the correct ones are

Options
1 1and 3
2 1and 2
32 and 3 IC
4 12and3
Question Number: 43 Question Id 193 Question Type: 11CQ Opl'ion Shuffling: No Correct: 2.0 Wrong: 0.0
The effective length of a circular electrical pole of length' and constant diameter erected on ground is, where' is un supported length
Options:
0.8
1 It
1.2
2


1.5 t
3 Ie
2.0 t 4
Question 'umber: 44 Question Id 194 Question Type: MCQ Option Shuffling:
Correct: 2.0 Wrong: 0.0
When the column is effectively held in position and restrained agamst rotation at one end and at other end is neIther held in ))OSItion nor restrained agamst rotatIon. the effective length of column is tiITl€S the unsupported length of the column. where IS equal to
Options:
1 Ie 12
2" 20
3 15
4 08
Question Number: 45 Question Id 195 Question Type: l1CQ Option Shuming: No Correct: 2.0 Wrong: 0.0
Match list 1 (column base) with list 2 (its applicatIon) and select correct answers uSIng the cooe given below
List 1
Gnllage foundation Gusseted base Slab base
List 2
L.ghtly aXIal loaded steel column Heavy loaded steel column to be rested on weak soIls Eccentric loaded steel column
Options:
1 • C-3 2 C-l 3 " C-l
4 • C-3
Question Number: 46 Question Id 196 Quution Type: MCQ Option Shuffling: No Correct: 2.0 0.0
Which one of the sections .s the most effICIent for a simply supported gantry girder?
Options:
1 • I-sectIOn WIth equal flanges 2 I -sectIon WIth a channel attached to the top flange 3 III-section WIth a WIde bottom flange 4 II I -sectIon WIth a heavy plate connected to the bottom flange
Question Number: 47 Question Id 197 Question Type: MCQ Dillion Shuffling: No Correct: 2.0 Wrong: 0.0
The unit weight of Reinforced concrete made with sand and gravel or crushed natural stone aggregate may be taken as (in kN/m A
Options:
1 20 2 23 3 24 4
"" 25
Question Number: 48 Quesrion Id 198 Question Type: MCQ Option Shuffling: No Correct: 2.0 0.0
In an Isolated footing, when e>L16 SOli pressure at the base of farther edge from load109 POlOt IS (with usual notations)
Options:
1 • InfInity 2 II Zero 3 Compressive 10 Nature
4 Tensile In Nature
Question Number: 49 Question Id 199 Question Type: MCQ Option Shuffling; No Correct: 2.0 Wrong: 0.0
Which one of the fOlloWIng IS the most critICal set for conSideration In the design of rolled steel column carrying axialloads7
Options:
1 Ie percent elongatlon at yield and net sectional area
2 It cntIcal bending strength and aXial Yield Strength of the ffi3tenal
3 x buckling strength based on the net area of the section and percent elongatlon at ultlffi3te load
4 compressIve s rength based on slenderness ratio and gross secnonal area of the secnon
Queslion Number: 50 Queslion Id 200 Question Type: MCQ Option Shuffling: Correct: 2.0 Wronfa: 0.0
Match list 1 WIth list 2 and select correct answer
List 1 (fype of stress)
Bending stress.
Beanng stress.
MaXimum Shear stress.

List 2 (perrrussible stress)
0.40 fy. 2)0 45 fy. 0.66 fy. 0.75fy
Options:
Ie B-1. C-2 2 It A-1. B-4 C-3 3 A-3. B-4. C-2 4 Ie B-1 C-3
Qucstion Number: 51 Question Id 201 Question Type: MCQ Option Shuffling: No Correct: 2.0 0.0
compared to mild steel plain bars. high yield s rength deforllli!d bars are?
Options:
1 Less ductIle but more strong 2 Ie More ductIle but less strong 3 More ductile and more strong
4 Less ductile and less strong
Question 'umber: 52 Question Id 202 Question Type: MCQ Option Shuffling: Correct: 2.0 Wrong: 0.0
Consider the following statements regarding the worklng stress design of under reinforced RC. Section.
1.
The N A. Depth WIll be >that of balance section.

2.
Stress in steel in tension will reach its maximum perrrussible value.

3.
The M.R Will be <that of balanced section.

4.
The concrete on tension side IS also to be considered for calculating the M R of section


Of these statements
Options:
11 2 are correc, 2• 1 4 are correc
3 • 3&4 are correct
4 «2 &3 are correct
Question Number: 53 Question Id 203 Question Type: MCQ Option ShurOing No Correct: 2.0 Wrong: 0.0
A T-beam behaves as a rectangular beam of width equal to Its flange if its 7
Options:
1 ccmCldes With cen tOld of remforcement
2 • comCldes With centrOid of T-Secnon 3 tit remams With the flange
" • remains in the web
Question Number: S4 Question Id 204 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrone: 0.0
In case ofa iSOlated square concrete footUlg, match the location at which the s ress resultant are to be checked?
Stress resultant
P. Benmng moment Q One way shear
R. Punchmg shear
Location
1.
at the face of cOlumn

2.
at d/2 from face of column

3.
at d from face of column


Options:
1 II( R-2 2 a R-2 3
4 • R-3
Question Number: 5S Queslion Id 205 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Match the list 1 with list 2 and uSlflg the codes given below
List-1
P. Flexure, Q Shear,
R. bond,
S Deflection

LlSt-2
1.
MJmmum depth of section,

2.
Longitudinal steel remforcement,

3.
Stirrups,

4.
AnChorage in support


Options:
1 .. S-4 2 .. Q-2 R-1. S-4 3 Q-2 R-4. S-1 4 Q-3. R-4. S-l
Question Number: 56 Question Id 206 Question Type: MCQ Option Shuffling: 0 Correct: 2.0 Wrong: 0.0
A two dimensional flow is described by velocity components u 2" and -2y The discharge between the points and is equal to
Options:
1 .. 9 units 2 .. 8 units 3 .. 7 units 4 6 units
Question 'umber: 57 Question Id 207 Question l"ype MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
I n a rectangular channel, the critical depth is given by
Options:

1
2
3
4

Question Number: 58 Question Id 208 Question Type: J1CQ Option Shuffling: 0 Correct: 2.0 0.0
A Differential manometer measures
Options:
1. .. absolute pressure at a point 2 local atmosphenc pressure
3.
difference In total energy between two poInts

4.
Iidifference in pressure bet"..een two polt1ts


Question Number: 59 Question Id 209 Question Type: MCQ Option Shuffling: Correct: 2.0 Wrong: 0.0
The condition of "No slip" at rigid boundaries IS applicable to Options:
1. Ie Flow of Newtoman flUId; orl1y 2 Ie Flow of Ideal flUids only
3 tit Flow of all read flUIds
4. • Flow of all non-Newtonian flUIds
Question Number: 60 Question Id 210 Question Type: MCQ Option Shuffling: No Correct: Z.O Wrong: 0.0
The Bernoulli's equation is written with usual
notation as =constant. In this equation each of the terms represents
Options:
1 • energy In Kg m/Kg mass of flUId 2 • energy In N m/Kg mass of flUId 3 energy In N miN weIght of flUId
4. • power In kwIKg mass of flUId
Question Number: 61 Question Id 211 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Pitot tube is used for measurement of
Options:
1 • lOw pressures
2. • flow of Ideal flUids only 3 lit veloClty at a point 4 dlscl1arge
Question Number: 62 Question Id 212 Question Type: MCQ Option Shuffling: Correct: 2.0 0.0
The hft force on a body is
Options:
1.
• due to buoyant force

2.
a the component of the resultant force in the vertlcal d1l'ection

3.
the component of the resultant force in a direction normal to relative velOCIty 4 • dUE to drag on the body


Question Number: 63 Question Id 213 Question Type: MCQ Option Shuffling: No Correct: 2,0 0.0
The difference between the total head line and the hydraulic grade hne represents:
Options:
1 the velocity .ead 2 • the piezometnc head 3 • the pressure head
4. lJl the elevatlon head
Question Number: 64 Question Id 214 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Awater jet 0.015 In area has a velocity 01 15 m/s. II this jet impinges normally on a plate which is
moving at a velocity of 5 m/s in the direction of the
Jet. the lorce on the plate due to this impact is:
Options: 1 II 3368 N
2 2246 N 3 wi 1497 N 4 14686 N
Question Number: 6S Question Id: 21S Question Type: MCQ Option huming: Correct: 2.0 Wrong: 0.0
WhIch of the following IS not a dimensIon-less number.
Options:
Darcy-Welsbach lriction
factor I

1• Coefficient of drag c"
2•
ManningJs coefficient n
3 .1(
Coefficient 01 Velocity Cv
4. II
Question Number: 66 Question Id 216 Question Type: MCQ Option Shuming: No Correct: 2.0 WronJ:: 0.0
In a laminar flow between two parallel plates WIth a separatIon distance of 6 mm, the centre hne Velocity is 1 8 mls The velocity at a distance of 1 mm from the boundary IS.
Options:
015 mts
1• 2 10mls
3 II
055 mls 4 II 075 mls
Question 'umber: 67 Question Id 217 Question Type: MCQ Option huming: Con'eel 2.0 WronJ:: 0.0
A lamnar boundary layer has a velocity distnbution given by u IU Y17 The dIsplacement thIckness for this boundary layer IS (with usual no allons)
Options:
17
2 "'712
3 • 714 4 • 716
Question Number: 68 Question Id: 218 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
In a hydraulic jump occurring in a horizontal rectangular channel the sequent depths are 0.25 m 1.25 m. The energy loss in this jump is
Options:
1 1Il'025m
2 • LOrn 3 • 125m
4 1.50m
Question Number: 69 Question Id: 219 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The frictional resistance of a pipe varies approximately with the of the liquid
Options:
1 • pressure 2 II velocity 3 square of velOCIty 4 • cube of velocity
Question 'umber: 70 Question Id 220 Question 1CQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
For subsonic-flow, if the area of flow Increases
Options:
1 "velocity is constant 2 " velocity increases
3. velocity decreases 4 II velocity is infinity
Question Number: 7J Question Id 221 Question Type: MCQ Optivn Shuffling: No Correct: 2.0 0.0
The equation of rmtlon for laminar flow of a real fluid is known as
Options;
1 • Euler's equation 2 Bernoulli'S equatlon
3 NavIer-Stokes equatIon
4 II Reynold's equatIon
Question Number: 72 Question Id 222 Question Type: MCQ Option Shuffling: No Correct: 2.0 0.0
The notch angle for maximum discharge over a triangular notch is
Oprlons:
30·

1 60·
2

90·
3
4 12Q·
Question Number: 73 Question Id 223 Question Type: MCQ Option Shuffling: No Corred 2.0 Wrong: 0.0
Square root of the ratio of inertia force of flOWIng flUId to the gravIty force is
Options:
1 • Mach number
2 tit Weber number
3 • Froude's number
4 Euler's number
Question Number: 74 Question Id 224 Question Type: MCQ Option ShufOing: No C(ll'"rect 2.0 Wrong: 0.0
A centrifugal pump was manufactured to couple directly to a 15 HP electric motor running at 1500 rpm, delivering 50 lit.lmin against a total head of 36 m. It is desired to replace the motor by a diesel engine with 1000 rpm and couple it directly to the pump. The head developed by the pump is likely to be
Options:
414 m
2 • 296m 3 20m
4. 16m
Question Number: 75 Question Id 225 Question Type: l1CQ Option Shuffling: No
Correct: 2.0 Wrong: 0.0
A fluid {specific gravity 0.9 and 1.2 Pa.s) flows in a laminar regime between
two parallel plates fixed 3 cm apart. If
the discharge is 600 cm 3/s/cm width of plate, the shear stress on the boundary,
in Pa, is
Options:
1 • 800
2 • 640
3. «480
4 • 240
Question Number: 76 Question Id 226 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
In the laminar flow of a liquid down an inclined plane, the surface velocity is found to be 30 cmls. The average velocity of the flow, in emfs is
Options:
1 W(20
2• 30 3 X 15
4• 10
Question Number: 17 Question Id 227 Question Type: MCQ Option Shuming No
Correct: 2.0 Wrong: 0.0
The thIckness of laminar sub layer IS given by (with usual notations)
Options:
11.6u.jv
1 It
u.j{11.6v)
2 It
11.6vju.
31ft
vju.
4. It
Question Number: 78 Question Id 228 Question Type: MCQ Option Shuffling: No Correct: 2.0 0.0
In IsentropIC flow between two points, the stagnation
Options:
1 It pressure and stagnation temperature may 2 It pressure wOuld decrease in the clirection of the flow 3 It pressure and stagnatIon temperature would decrease WIth an Increase In velOCIty 4 pressure, stagnation temperature and stagnation denSity 'NQuld remain constant throughout the flow
Question Number: 79 Question Id 229 Question Type: l1CQ Option Shuming: No Correct: 2.0 WronJ.:: 0.0
The ratio of power output of the pump to the power input to the pump IS known as
Options:
1 mechanIcal effiCiency 2 tit overall efficiency
3. lC rnanometnc effiCiency 4 It Pump effiCiency
Question umber: 80 Question Id 230 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The relatIonshIp between specifiC gravity of soil Field capacity and Permanent wilting print exists to compute avaIlable water for plant per meter depth is
Options:
1 Ie AW 5-FC-PWP 2 it AW;5[FC-PWFj 3 It AW=5[PWF-FCj
4 1& RelationshIp does not eXIst
Question Number: 81 Question Id 231 Question Type: 1CQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The observed runoff during 6 h storm with a uniform intensity of 15mm/h over a basin of
area 300 km2 is 21.6 million
m 3• The average infiltration
rate during the storm is
Options;
1 Jli 3 mmlh 2 Ie 5mmlh
3 II 12 mmlh 4 18mmlh
Question Numller 82 Question Id 232 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The upper limit on the area of the basin for the applicability of unit hydrograph is taken to be
Options:
100
1. II
2500 2 It
5000
3"
10000 4X
Question Number: 83 Question Id 233 Question Type: l1CQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
A 4-hour unit hydrograph of a drainage basin is triangular in form with a height of 50 m3/s and a base of 15 hours. The area in km2 of the drainage basin is
Options:
1 110
2 tt 135
3 • 147 4 II 151
Question umber: 84 Question Id 234 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
For an annual floo<l series arranged in decreasing order of magnitude, the return period for a magnitude listed at position m in a total of N entries IS
Options:
1 miN
2. •
3 ... 4 lC
Question Number: 85 Question Id 235 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The shape of the phreatic line is
Options;
1 "Parabola
2 • StraIght hne
3 lC CylindnCal
4 • Circular
Question Number: 86 Question Id 236 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
If the regime velocity of flow in a Laceys channel having hydrauhc mean radius of 1 m is 0.4 mis, the silt
factor is Optton,
1. lC 05 2 II 06 3«04 4 07
Question lumber: 87 Question Id 237 Question Type: l1CQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
A drainage basin is
Options:
1.
lC The length of long river

2.
Alake or ocean into which river drains

3.
a The lower level a river erodes 4 tit Total area drained by river and its tributaries


Question Number: 88 Question Id 238 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
lsohyet is a hne joining points haVing
Options:
1 • Equal evaporation rate
2 • Equal Barometric pressure
3 It Equal heJght above MSL
4. Equal ramfall depth of given duration
Question Number: 89 Question Id 239 Question MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
A umt Hydrograph has
Options:
1.
Ie One unit of peak dIscharge

2.
• One unit of rainfall duration

3.
fill One unit of direct run off

4.
II One unit of time base of direct run off


Question 'umber: 90 Question Id 240 Question Type: l'ICQ Option Shuffling: No Correct: 2.0 0.0
In a sedimentation tank Cength width depth the settling Velocity of a partlcle for a dIscharge Q IS
Options:
1 It QIBD
2. • QILD 3.1* Q/L
4.
Question Number: 91 Question Id: 241 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
When chlorine is added beyond the break-point the process of treatIng the water IS known as
Options:
1.
Ie PlaIn chlorination

2.
-Super chlorination

3.
Post chlonnatlon

4.
Ie DechlonnallOn


Question Number: 92 Question Id 242 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
A waste water sample of 2 mJ is made upto 300 mJ In BOD bottle with dIstilled water. Initial DO of the sample is 8 mg/l and after 5 days it is 2 Its BOD IS
Options:
1 • 894 mgll 2 -900 mg/l 3 " 300 mg/l 4 Ie 1200 mg/l
Question Number: 93 Question Id 243 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The detent,on period of a septic tank IS of the order of
Options:
1.
• 2-6hours

2.
II 2-4Ilours

3.
12 -36 hours

4.
• 4-8hours


Question Number: 94 Question Id 244 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The value of ?-index (phi index) for any basin area represents
Options:
1 1Il separates the value of RaInfall and Runoff In a year 2 1Il the depth of runoff at a basIn 3 1Il the depth of raInfall in a basIn 4 ."a value that separates runoff and ra,nfalllOtens,ty for a particular storm
Question Number: 9S Question Id 245 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Which of the option is hygroscopic water
Options:
1.
1Il Water which represents the JTY.lJority aV81labie for plant uptake

2.
'Ill Water held tightly as film around Individual soil particles and unavailable to plant 3 • Water which ponds up on scll surface 4 Itlater which is available to drain through soil by gravIty


Qutstion Number: 96 Question Id 246 Questioll Type: MCQ Option Shuffling: No Corred 2.0 Wrong: 0.0
The duty of crop is 1500 hectares in base period is 120 days. The delta of crop is
Options:
1.'"690 mm 2 • 860mm
3 • llOOmm 4 1000mm
Question Number: 97 Question Id 247 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
A flood wave in a river is an example of
Options:
1 1Il steady, non-umform flow 2 unsteady, gradually vaned flow
3.
steady, spatially vaned flow

4.
• rapidly vaned now


Question Number: 98 Question Id 248 Question Type: MCQ Opt[Oll Shuffling: No Correct: 2.0 Vrong: 0.0
Seepage through earthen dam can be computed by the following equation (with usual notations)
Options:
X N,l 1
2•
Question Number: 99 Question Id 249 Qucslioll Type: MCQ Option Shuffilng: No Correct: 2.0 Wrong: 0.0
Lacey's concept of desIgn of canals is based on the
Options:
1 • lined channels
2. unhned dlannels only 3 • both hned and llnhned channels 4 • neither lined nor unlined channels
Question umber: 100 Question Id 250 Question MCQ Option Shuffiing: Correct: 2.0 Wrong: 0.0
Under normal conditions of load and when reservoir is full, the critical stress wlll be acting on dam at
Options:
1 Toe 2 1Il Heel 3 • Midclle third 4 • Centre
Question 'umber: 101 Question Id 251 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The rate of set ling of a partIcle depends upon the
Options:
1 Ia "Iscos,ty of water 2 III specific gravity of particle 3 • shape and size of particle
4. 1IC viscosity of water, specific gravity and sllape and size of particles
Question Number: 102 Question Id 252 Question Type: MCQ Option Shuffiing: No Correct: 2.0 Wrong: (l.a
During temperature inversion in atmosphere, air pollutants tend to
Options: 1 accufnulate above InVerSion layer 2 accumulate below Inversion layer 3 • dIsperse laterally 4 «disperse vertically
Question Number: 103 Question Id 253 Question Type: MCQ Option Shuffling: No Correcl 2.0 Wrong: 0.0
A pollutant undergoes self purification in four distinct zones
1.Zoneofclear water
2.Zone of active decomposition
3.
Zone of degradation

4.
Zone of recovery


The correct sequence of these zones is Options
1 •
2. •
3.
It 2.4,3,1

4.
tit


Question Number: 104 Question Id 254 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Activated carbon is used to remove
Options:
1.
Odour and taste

2.
It Hardness 3 It Iron and manganese 4 It DIssolved salts


Question Number: 105 Question Id 2SS Question Type: MCQ Option Shuffiing: No Correct: 2.0 0.0
The main constituents of gas generated during anaerobic digestion of sewage sludge are
Options:
CO, and CH.
1. ....
CH, and Ethane 2 It
CO, and CO
3. Ie
CO, and
4. It
Question umber: 106 Question Id 256 Question Type: MCQ Option Shuffling: Correct: 2.0 Wrong: 0.0
Uplift pressure is considered in the analysis of graVity dams
Options:
1 a Only when there is a dramage gallery m the dam 2 Only when there IS tail '/Vater
3.
II Only where the reservoIr is empty

4.
In all situations haVing ",-ater in the reservoIr


Question 'umber: t07 Question Id 257 Question Type: MCQ Option Shuffling: Correct: 2.0 WronR: 0.0
According to Khosla's theory, the undermining of the floor starts from the
Options:
1.
t(Tallend

2.
Ie Startll1g end


3 Ie Intermediate pomt 4 • Foundatlon bed
Question 'umber: 108 Question Id 258 Question Type: MCQ Option Shuffling: Correct: 2.0 WronJ:: 0.0
Astream is discharging 400 eusecs of water and has a fall of sCm The power potential of the hydel station would be
Options:
1-1. 962 x """
19.62 x """

2.
1962 KW
iii
3
2616 x KW

4.
Question Number; 109 Question Id 259 Question Type: MCQ Option Shuffling: No Correcl 2.0 0.0
Which formula is used to measure velocity of water in water supply main
Options:
1 .tt Hazen Williams
2.
iii Manmng's

3.
iii Chezy's

4.
• Kutters


Questioll Number: 110 Question Id 260 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Acid rain is because of
Options:
SO, 1 lit
CO,
2. ill
COH
II
3
4. • Hz5
Question Number: III Question Id 261 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The Tie bars in cement concrete pavements are prOVIded across
Options:
1 oM Longitudinal joint
2.
iii Expansion joint

3.
iii Contraction joint

4.
Warping joint


Question Number: 112 Question Id: 262 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
In general, the drainage layer faCility is provided in which layer of the pavement
Options:
1 su))-grade
2 _sub-base
3 II base course
4 II wearing course
Question Number: 113 Question Id 263 Question Type: MCQ Option Shuffling: No Correct: 2.0 0.0
In Indian Railways preferable sleeper density IS normally kept as being rail length m metres)
Options:
1 11 M+2toM+l0 2
3 lCM+5toM+10
4 K 14+2 to 14+5
Question lumber: 114 Question Id: 264 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
A Central Government, semi-official technical body known as Indian Roads Congress URC) was formed in the year
Options:
1 K 1943
2. • 1929
3 • 1950
4. 1934
Question Number: 115 Question Id 265 Question Type: J1CQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
What is the off-tracking while negotiating a horizontal curve on two lane highway with a mean radIUS of 30m (take length of wheel base is 6m)
Options:
1.• 066 m
2.
It 1.0m

3.
• 0.75m

4.
1.20 m


Question Number: 116 Question Id 266 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Desire lines are plotted for these surveys
Options:
1. tit Ongin destination 2 II Volume 3 Speed
4 • ACCident
Questiun Number: 117 Question Id 267 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The fOllowmg formula IS used to calculate the EqUivalent Axle load Factor (EALF) for smgle axle load in vehicle damage factor analysis
Options:
EAlF =(axle load/8760)4
1 II
EALF= (axle load/8160)4
21t
EALF= (axle load 114968)4
3•
EALF (axle load 15100)4
4•
Question Number: 118 Question Id 268 Question Type: MCQ Option Shuming: No Correct: 2.0 Wrong: 0.0
The composite sleeper index evolved is from a combination of these properties
Options:
1 • Strength anel toughness 2 • Toughness and wear resistance
3. Strength and Hardness 4 • Toughness and shear resistance
Question Number: 119 Question Id 269 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The shape of transition curve suitable for highways as per IRC is
Options:
1. " Spiral 2 • Lemniseate 3 • Cubic parabola
4 • parabola
Question Number: 120 Question Id 270 Question Type: MCQ Optioll Shuffling: No Correct: 2.0 Wrong: 0.0
Find the compensated gradient at a horizontal curve of radius 5Dm with a hill road having ruling gradIent of 5 percent is
Options:
1 .. 35%
2 475%
3 II 325%
4 • 425%
Question Number: 121 Question Id 271 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
WhiCh is useful in estimation of highway user revenues, computation of accident rate, establishment of volume trends Options:
1.
fit Average Annual Daily Traffic (AADT)

2.
M Average DaIly Traffic 3 Average Weekday Traffic 4 • Peak Hour TraffIC Volume (PHTV)


Question Number: 122 Question Id 272 Question Type: MCQ Option StlUrning: No Correct: 2.0 Wrong: 0.0
The maximum allowable width of any vehicle as per Indian Roads Congress
Options: 1 • 3.5 m 2 II 3.75 m
3.
.c 2.50m

4.
3.80m


Question Number: 123 Question Id 273 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The relation betW€en fatigue life and stress ratio (when 0.45 is given to compute number of repetitions of axle loads
Options:
N 4.2577 t""
SR-0.5325
1 It
N 5.2577
II SR -0.4325

2. N 4.2577
SR -0.3325
3. II
N 4.2577
SR-0.4325
4.
Question Number: 124 Question Id; 274 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The maximum values of cant deficiency for Broad Gauge and Meter Gauge prescribed by Indian Railways is
Options:
1. ." BG 75mm MG 5Dmm
2
3. II
4. BG 75mm MG 60mm
Question Number; 125 Question Id 275 Question Type; MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
As per ICAO, the combined correction for an elevation and temperature should not exceed for runway design
Options:
1.
It 45 percent

2.
« 35 percent 3 lC 25 percent


4. 7 percent
Question Number: 126 Question Id: 276 Question Type: MCQ Option Shuffiing: No Correct: 2.0 Wrong: 0.0
What is the effect of increasing the compaction energy on compaction characteristics of a given soil.
(with usual notation)
Options:
1. l4 decreases MOD, increases OMC 2 tit decreases OMC, increases MOD
3.
It lnct'eases OMC and MOD

4.
1I decreases OMC MOD


Question Number: 127 Question Id: 277 Question Type: MCQ Option Shuffling: No Corrcct 2.0 0.0
The "square root of time" fitting method is used to determine
Options:
compression Index
1.­
coefficient of consolidation
2. tt
coefficient of volume change
3.
time factor
4
Qucstion Number: 128 Question Id 278 Question Type: MCQ Option Shuffiing No Correct: 2.0 0.0
In a UU Triaxial compression test on a 0
=asoil, failure was observed at a deviatoric stress of 60 kN/m2 under a confining stress 50kN/m2 of the confining stress is increased to 100
kN/m2, the deviatoric stress at failure is
Options:
60 kN/m2 1 II
110 kN/m2
2 II
120 kN/m2
160 kN/m2
4 It
Question umbcr: 129 Question Id: 279 Question Type: MCQ Option Shuffiing: No Correct: 2.0 Wrong: 0.0
Which roller IS most suitable for the compaction of a gravelly sand mixture with 25% fines?
Options:
1. tt Smooth-wheeled roller 2 Sheepsfoot roller
3.
II Vibrating roller

4.
II Heavy roller


Question Number: 130 Question ld 280 Question Type: MCQ Option Shuffling: No Correct; 2.0 0.0
Clover leaf cofferdam belongs to
Options:
1 Ie braced type
2 ... cellular type
3.
Ii sheet pile type

4.
Ie diaphragm type


Question Number: 131 Question Id 281 Question Type; MCQ Option Shuffling; No Correct: 2.0 Wrong: 0.0
What is the maximum value of water table correction factor in predicting bearing pressure based on Meyerhof's theory
Options;
1 • 0.5 2 II 075
3.
1.0

4.
tIf Not consIdered


Question Number: 132 Question Id 282 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The effect of cohesion on the active and passive earth pressures is that
Options:
1.
Ii BOt!1 increase

2.
II Both decrease

3.
lil Active earth pressure Increases and passIve earth pressure decreases 4 ActIve earth pressure decreases and passive eartl1 pressure increases


Question Number: 133 Question Id 283 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
In Terazaghi's theory of bearing capacIty of shallow foundation, which of the following zones is assumed to act as if it were part of the following
Options:
1.
II Zone of hnear shear

2.
Zone ofradial shear

3.
Zone of elastic equilibrium

4.
Overburden Zone


Question Number: 134 Question Id 284 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Which of the following type of sampler is preferred to collect an undisturbed sample in cohesionless soils
Options:
1.
Ie thin walI tube samplers

2.
II split spoon samplers

3.
<It piston samplers

4.
augers


Question Number: 135 Question Id 285 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Expansive soils are those which generally consists of
Options:
1. SllIca 2 II feldspar 3 MIca 4 wi Montmorillonite
Question 'umber; 136 Question Id 286 Question Type; MCQ Option Shuming: No Correct: 2.0 Wronf: 0.0
For a clay, PL=40%. The total volume at PL LL was 1.20 Vd and 1.50 Vd
respectively wherein Vd =dry volume. Then, the plasticity Index PI ofthe soil is
OptiOIlS:
1 10
2 II 20
3 "30
4. II 40
Question Number: 137 Question Id 287 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The time reqUired for a consolidating medium with double drainage to undergo 50% of its primary consolidation time was estimated as 8 years. All other conditions remaining same, estimate the time required if the medium has single drainage boundary
Options:
1 II 4 years 2 II 8 years 3 II 16 years 4 at 32 years
Question Number: 138 Question Id 288 Question Type: MCQ Option Shuffling: No Correct: 2.0 Vrong: 0.0
The coefficient of earth pressure In "At rest" condition IS given by (with usual notations)
Options:
I-sin B
1 IC "" I+sinB
2. IC ko 1+sin8 1-sin8
ka J1
3."" I-J1
"" I+cos B
l-cosB
4.

Question Number: 139 Question Id 289 Question Type; MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Calculate coefficient of permeability in mlsec, ifthe coefficient of consolidation and volume change are 4.8 mm 2jmin. and 1.02xl0-3 m 2jkN.
Options:
4.8 X 10-8
1 II
8.0 X 10 -10
1.02 X 10-9
3.
II

4.8
X 10-10 4•


Question Number: 140 Question Id 290 Question MCQ Option Shuffling: No Correct; 2.0 Wrong: 0.0
Skempton's bearing capaCity theory is valid for
Options:
1.
ar clay soils

2.
• silt soils 3 II sandy sOils 4 gravel soils


Question Number: 141 Question Id 291 Qucstion MCQ Option Shuffling: No Correct: 2.0 0.0
Which one of the following is relatively more accurate estimatlOg method for building
Options: 1 • service unit 2 • square meter of floor area 3 cubic meter of the bUlldlOg
4 elemental bill method
Question Numbcr: 142 Question Id 292 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
How much percentage of the estimated cost of the building workS are usually prOVIded in the estimate for electrification workS
Options:
1 II 10%0f the estImated cost of the bUl1dlOg 2 • of the est,mated cost of the bul1dlng 3 "8%of the est,mated cost of the butlding 4 • 12% of the estJmated cost of the bul1dlng
Question Number: 143 Question Id 293 Question Type: MCQ Option Shuffling: No Corrett 2.0 WronJ!: 0.0
The optimistic, most likely and pesSimiStiC tIme estimates for an activity are 16 and 22 days, what could be the prObabtiistic time estImate
Options:
1 .. 15.33 days 2 II 3066 days
3.
• 14.66 days

4.
29.33 days


Question Number; 144 Question Id 294 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong; 0.0
A document containing detailed desCription of all the items of work together with their current rates is called
Options:
1 II AnalysiS of rates
2.
• Tender

3.
SChedule of Rates 4 • Cubic rate estimate


Question Number: 145 Question Id 295 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The working from whole to the part is done in surveying in order to ensure that
Options:
1.
• plotting IS done more qUickly

2.
II survey work IS completed more qUickly

3.
." errors and ffilstakes of one portion do not affect the remalOmg portion

4.
II number of errors is ffilfilmum


Question Number: 146 Question Id 296 Question Type: l1CQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
Match List I with List II and select the correct answer usmg the codes given below from the lists.
List I
Correction for sag Lease count Overlap Additive Constant
List 11
1.
Tacheometer

2.
Aerial Photograph

3.
Base line 4.Prismatlc compass


Options:
1 D-l 2 D-l 3" D-4 4 " D-2
Question Number: 147 Question Id 297 Question Type: MCQ Option Shuffiing: No Correct: 2.0 Wrong: 0.0
Dip of the magnetic needle at magnetIC poles is
Options:
O·
1.
45·
2.
"
60·
3
"
90·
It

Question Number: 148 Question Id :298 Question Type: MCQ Option Shuffling: No Correct: 2.0 Wrong: 0.0
The datum adopted for India is
Options:
1. il MSL at Bombay 2... MSL at Karachi 3 MSL at Madras 4 MSL at Calcutta
Question Number: 149 Question Id :299 Question Type: MCQ Option Shuffiing: No Correct: 2.0 Wrong: 0.0
Overturning of the vehicles on a curve can be avoided by using
Options:
1 If Compound curve
2. TransitlOn curve 3 If Vertical curve
4. If Reverse curve
Qucstion Number: ISO Qucstion Id 300 Question MCQ Option Shuffiing No Correct: 2.0 Wrong: 0.0
Which one of the following is an obstacle to chainmg but not to ranging?
Options:
1 .,River
2 • Hill 3 • Building 4 II ground