a.en. exam paper set 2

8/16/2019 A.En. Exam Paper Set 2

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TEST INSTRUCTIONS

FILLING IN PERSONAL DETAILS

On receiving the Answer Sheet (this is the sheet titled"ANSWER SHEET") please fill in your Name ,Test Date ,TestTime , ID in the space provided in the Answer Sheet. DO NOTFAIL TO DO THIS. Fill in the Data Sheet (this is the sheet titled

"DATA SHEET" on the reverse of the Answer Sheet").You must receive rough sheets along with your Answer Sheetswhich are to be used for rough work during the Test.

This test has section(s) as described in the table below. Youwill receive a separate booklet for each Section of the teststarting from Section 1 followed by Section 2 and so on. If yourtest has only one section you will receive only Section 1.

Your Test has the following Sections:

Section Section Title Time in (Minutes) Question Nos.

1 Part A 120 1 to 36

2 Part B 120 37 to 120

You will have to attempt Section 1 first followed by Section 2and so on. Each Section must be completed in the allottedtime. At the end of the allotted time for each Section the Test Administrator will take back the Question Paper booklet for thecompleted Section and give you the booklet for the nextsection. This will be repeated until you complete all Sections.

HOW TO TAKE A TEST?

On receiving the first Section of the Question Paper (this is thbooklet titled "QUESTION PAPER") please write down the Snumber (number on the left hand top corner of the QuestioPaper) onto the Answer Sheet in the space provided.DO NOFAIL TO DO THIS.

It is important that you try and attempt as many questions apossible. In case you are faced with a difficult question it ma

be a good idea to go ahead and attempt other questions anreturn to the questions you were unable to solve in the firattempt. Each correct answer carries 1 mark.

You should mark your answers on the Answer Sheet providePlease indicate your answers by shading the circle with thappropriate letter for each question as shown below. Pleashade the circles completely as indicated below. Do not tick cross the circle.

You will be given rough sheets for making calculations. In casyour Test Administrator has not given you a rough sheplease ask for it before starting your Test.

ALL THE BEST!!

Space for rough work


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Section 1 - Part A

1) Palestinians join the Hague-basedInternational Criminal Court, settingscene for potential legal action againstwhich country? / fQfyLrhu gsx&fLFkr

baVjus'kuy fØfeuy dksVZ esa fdl ns'k ds f[kykQ laHkkfor dkuw uh dk;Zokgh dh ;kstuk cukus ds fy,'kkfey gqvk Fkk\

A) Iran / bZ jku

B) Russia / :l

C) Syria / lhfj;k

D) Israel / btjkby

2) For strengthening the StatisticalSystem at State (Rajasthan) as well asthe district level, the Thirteenth FinanceCommission (TFC) has recommended agrant for the period of 2010-2015. Whatis the amount of this grant? / jkT;¼jktLFkku½ ds lkFk lkFk ftyk Lrj ij lkaf[;dh;ç.kkyh ds l'kähdj.k ds fy,] rsjgos a foÙk vk;ksx(TFC) us 2010&2015 dh vof/k ds fy, ,d vuqnkudh vuq’ka lk dh gSA bl vuqnku dh jkf'k D;k gS\

A) Rs. 35 crore / 35 djksM+ #i;s

B) Rs. 30 crore / 30 djksM+ #i;s

C) Rs. 33 crore / 33 djksM+ #i;s

D) Rs. 40 crore / j40 djksM+ #i;s

3) Science & Technology ResourceCentre (SRTC) for Farmer Training is

located at which of the following placesin Rajasthan? / fdlku ds çf'k{k.k ds fy, foKku,oa çkS|ksfxdh la lk/ku dsUæ ¼ SRTC½ jktLFkku ds fuEufyf[kr LFkkuksa es a ls dgka ij fLFkr gS\

A) Neemrana, Alwar / uhejkuk] vyoj

B) Motigarh, Bikaner / eks rhx


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6) What is the name of missile test thatIran has carried out near the port city ofChabahar located near Gulf of Oman? / ml felkby ijh{k.k dk D;k uke gS ftldk ijh{k.kbZjku us vkseku dh [kkM+ h ds fudV pckgj 'kgj es a fLFkr canjxkg ds lehi fd;k Fkk\

A) Fateh-110 / Qrsg&110

B) Ghadr-110 / xæ&110

C) Naze'at / ukts* ,sV

D) Shabab 3 / 'kckc 3

7) Which of the following organizationwas founded by Raja Ram Mohan Roy?/ fuEu es a ls fdl laxBu dh LFkkiuk jktk jke eksgu

jk; }kjk dh xbZ Fkh\

A) Brahmo Samaj / czãks lekt

B) Arya Samaj / vk;Z lekt

C) The Theosophical society /fFk;ks lksfQdy lks lk;Vh

D) Ramakrishna Mission / jke —".k fe'ku

8) Hawa Mahal was built by Maharaja

Sawai Pratap Singh in which year? /egkjktk lokbZ çrki flag }kjk gok egy dk fuekZ.kfdl o"kZ djok;k x;k Fkk\

A) 1354

B) 1868

C) 1729

D) 1799

9) Which of the following Act wasgenerally known as the 'MontfordReforms'? / fuEu esa ls fdl vf/kfu;e dks vkerkS jij ^eks aVQksMZ fjQ‚ElZ* ds :i es a tkuk tkrk Fkk \

A) Act of 1934 / 1934 dk vf/kfu;e

B) Act of 1909 / 1909 dk vf/kfu;e

C) Act of 1919 / 1919 dk vf/kfu;e

D) Act of 1857 / 1857 dk vf/kfu;e

10) Which of the following was known a'Kanyakubja' in the medieval age? / fuEues a ls fdls e/;dkyhu ;qx es a ^dkU;dqCt* ds :i es atkuk tkrk Fkk\

A) Bhopal / Hkksiky

B) Bengal / caxky

C) Kanauj / dUukSt

D) Kanchi / dkaph

11) Who was a famous ruler of thePratihara Dynasty? / çfrgkj jktoa'k dk çfl)'kkld dkSu Fkk\

A) Mihira Bhoja / fefgjk Hkkst

B) Rajadhiraj / jktkf/kjkt

C) Dharmpala / /keZiky

D) Rajendra II / jkts aæ II

12) Which of the following districts arelocated in Western sandy plains of

Rajasthan?/ fuEu es a ls dkSu lk ftyk jktLFkkuds if'peh js rhys eSnkuksa es a fLFkr gS\

A) Bikaner/ chdkus j

B) Jaipur / t;iq j

C) Kota /dksVk

D) Udaipur / mn;iq j


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13) Which national park is famous for itspopulation of Royal Bengal Tigers? / dkSu lk jk"Vªh; m|ku j‚;y caxky Vkbxj dh vkcknh dsfy, fo[;kr gS\

A) Kumbhalgarh Wildlife Sanctuary /

dq aHkyx


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19) Which of the following quantities willbe greatest? / fuEufyf[kr es a dkSu lh ek=k,a lcls cM+ h gks axh\

A) 78% of 412% of 613 / 78% ds 412% dk 613

B) 412% of 78% of 613 / 412% ds 78% dk 613

C) 613% of 413% of 78 / 613% ds 413% dk 78 D) 78% of 613% of 412 / 78% ds 613% dk 412

20) In a school, 30% of the teachersteach Science. 30% of remainingteachers teach Mathematics. Excludingteachers of Science and Mathematics,there are 98 teachers in school. Howmany teachers of Mathematics are

there? / ,d Ldwy es a 30% v/;kid foKku i


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24) Tal Chhapar Sanctuary is situated inwhich district of Rajasthan? / rky NIijvHk;kj.; jktLFkku ds fdl ftys es a vofLFkr gS\

A) Churu / pq#

B) Jhalawar / >kyokM+

C) Karauli / djkSyh

D) Kota / dksVk

25) Which one of the following banksrecently announced the shutting down ofits private banking business in thecountry following a world-wide strategicreview? / fuEu es a ls fdl cS ad us gky gh esa fo'oO;kih j.kuSfrd leh{kk ds ckn ns'k es a vius futh cSafdax

O;olk; dks can djus dh ?kks"k.kk dh gS\

A) HDFC

B) ICICI

C) HSBC

D) SBI

26) When did Rajasthan Governtmentsign a Memorandum of Understanding

with Cairn Enterprise Centre Society? / jktLFkku ljdkj us dsuZ ,saVjçkbt ls aVj lks lkbVh ds lkFk le>kS rk Kkiu ij dc gLrk{kj fd;k Fkk\

A) 07-Jan-15 / 07&tuojh&15

B) 07-Jan-16 / 07&tuojh&16

C) 17-Jan-14 / 17&tuojh&14

D) 17-Jan-15 / 17&tuojh&15

27) Who protested outside theCollectorate of Udaipur on MondayFebruary 8, 2016 and demandedpositive action towards their requirementfor better job prospective? / lkseokj 8 Qjojh2016 dks mn;iq j ds dysDVjsV ds ckgj fdlus fojks/k

fd;k Fkk vkSj csgrj ukSdjh laHkkouk dh fn'kk es a ldkjkRed dkjZokbZ dh ekax dh Fkh\

A) Daily wage labours / fngkM+h etnw jks a us

B) Factory workers / dkj[kkus ds etnw jks a us

C) Anganwadi workers / vkaxuokM+ h dsdk;ZdrkZvks a us

D) Farmers / fdlkuks a us

28) What is the rank of China accordingto World Economic Forum in the annuameeting 2016? / oYMZ bdksuksfed Qks je ds vuqlkj 2016 es a vk;ksftr okf"kZd cSBd esa phu dk D; LFkku gS\

A) 15th

/ 15oka B) 18th / 18oka

C) 17th / 17oka

D) 16th / 16oka

29) Which one of the following supermolecule is made of exactly sixty carbonatoms and also known as 'buckyballs'?/fuEufyf[kr es a ls dkSu&lk lqij ekWfyD;qy fcYdqy 60

dkcZu v.kqvks a dk cuk gS vkSj ^^cdhckYl^^ ds uke ls tkuk tkrk gS\

A) Lonsdaleite/ ykULMSyh,V

B) Hyperdiamond/ gkbij Mk;eaM

C) Graphene/ xzQhu

D) Fullerene/ Qqys jhu

30) 'Hkw [kk&I;klk' es a mÙkj in dkSu lk gS \

A) Hkw [kk vkS j I;klk

B) Hkw [kk I;klk

C) I;klk

D) Hkw [kk


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31) bues a ls dkSu lk in rRiq#"k lekl dk mnkgj.kugha gS \

A) ;Fkkfof/k

B) ;qf/kf"Bj

C) /kuat;

D) ok;qlsuk

32) ';Fkk'kfä' dk lekl foxzg D;k gksxk \

A) ;Fkk&'kfä

B) ;Fkk dh 'kfä

C) 'kfä ds vuqlkj

D) ;Fkk gks tks 'kfä

33) Which one of the following is adistrict in Rajasthan? / fuEu esa ls dkSu jktLFkku es a ,d ftyk gS\

A) Kolar / dksykj

B) Kamrup / dke:i

C) Karauli / djkSyh

D) Kolapur / dksykiq j

34) Read the statement and theconclusions given below: Choose theright conclusion that logically follows./च ेदए गए कथ औ कष को पढ़। उस कष का

चय क जो ताकष क प स ेसह ह ै।

Statement:India's leading finance companylaunches "electronic business channel"

Conclusions:I. All finance companies havingeleectronic business channels aresuccessful.II. This finance company will now offerits business services electronically.

/ dFku%Hkkjr dh vxz.kh foÙkh; daiuh us ÞbysDVª‚fud O;olk;pSuyß 'kq: fd;kA

fu"d"kZ%I. bysDVª‚fud O;olkf;d pSuy okyh lHkh foÙkh;

daifu;ka lQy gSaA II. foÙkh; daiuh vc viuh O;kolkf;d ls ok,a bysDVª‚fud :i ls çnku djsxhA

A) Both Conclusion I and II follows/ nksuks a fu"d"kZ I vkS j II lgh gS a

B) Only Conclusion II follows/ dsoy fu"d"kZII lgh gS

C) Only Conclusion I follows/ dsoy fu"d"kZ lgh gS

D) Neither Conclusion I nor II follows/ u rks fu"d"kZ I u II lgh gS

35) Find the odd word out. / vlaxr inKkr djsaA

A) Hammer / gFkkSM+ k

B) Man / vkneh

C) Animal / tkuoj

D) Worm / —fe


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36) Read the statement and theconclusions given below:Choose the right conclusion thatlogically follows.

च ेदए गए कथ औ कष को पढ़। उस कष का

चय क जो ताकष क प स ेसह ह ै।

Statement:In case of outstanding candidates, thecondition of previous experience ofsocial work may be waived by theadmission committee for M.A. (Socialwork).

Conclusions:

I. Some of the students for M.A. (Socialwork) will not have previous experienceof social work.II. Some of the students for M.A. (Socialwork) will have previous experience ofsocial work.

dFku%csgrjhu vH;fFkZ;ks a ds ekeys es a] lkekftd dk;Z ds iwoZ vuqHko dh 'krks Za dks M.A. ¼lkekftd dk;Z½ ds fy,izos’k desVh }kjk f'kfFky fd;k tk ldrk gSA

fu"d"kZ%I. M.A. ¼lkekftd dk;Z½ ds dqN Nk=ks a dks lkekftddk;Z dk iw oZ vuqHko ह gksxkA

II. M.A. ¼lkekftd dk;Z½ ds dqN Nk=ksa dks lkekftddk;ks a Z dk iw oZ vuqHko gksxkA

A) Neither I nor II follows / uk rks I uk II lgh gS

B) Only conclusion II follows / ds oy fu"d"kZII lgh gS

C) Only conclusion I follows / ds oy fu"d"kZ I lgh gS

D) Both I and II follows / nksuks a I vkS j II lgh gS a


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Section 2 - Part B

37) The specific gravity of sewage is / lhost dk fof'k"V xq#Ro gS

A) slightly greater than 1 / 1 ls FkksM+ k vf/kd

B) slightly less than 1 / 1 ls FkksM+ k de

C) 0 / 0

D) equal to 1 / 1 ds cjkcj

38) If the length of the vehicle is 6m,radius of the curve is 400 meters andthe speed is 50 kmph, extra wideningrequired in 4 lane carriage will be / ;fn okgu dh yackbZ 6 eh gS] oØ dh f=T;k 400 eh gS vkSjxfr 50 fdeh izfr ?kaVk gS] rks 4 ysu dSjst es a vko’;dvfrfjä pkSM+ kbZ D;k gksxh\

A) 0.42 m

B) 0.44 m

C) 0.52 m

D) 0.49 m

39) To locate contours in rough anddifficult country where ordinary levellingis tedious and chaining is slow and

inaccurate, the method adopted is / dBks j,oa [kqjnjh Hkw fe tgka lk/kkj.k समतलकण FkdkÅ gS

vkS j चैग ( खल ) /kheh vkSj vuqfpr gS] es a ifjjs[kkdk irk yxkus ds fy, viukbZ tkus okyh fof/k gksxh

A) differential levelling /िफेनशल समतलकण

B) plane tabling / Iysu Vs ofyax

C) tacheometry / Vsfd;ksehVª h

D) sprit levelling / fLçV समतलकण

40) The maximum strain at failure intension steel having yield stress f y and

young’s modulus Es as per limit statemethod is /लमट टटे fof/k ds vuqlkj] yfC/k (यीि ) ruko f y

vkSj ;ax ekikad Es ;qDr Vsa’ku LVhy esa Qsfy;j i jvf/kdre ruko ;g gks rk gS

A) 0.2+f y/(1.5Es)

B) 0.002+f y/(1.5Es)

C) 0.002+f y/(1.15Es)

D) 0.2+f y/(1.15Es)

41) Partial safety factor for steel andconcrete according to IS 456-2000 forthe limit state of collapse is / fuikr (कलैस

dh लमट टटे ds fy, IS 456-2000 ds vuqlkj] LVhyvkSj daØhV ds fy, vkaf'kd lq j{kk dkjd gS

A) 1.15 & 1.5

B) 1.5 & 1.8C) 1.8 & 1.5

D) 2.5 & 0.15

No. of Questions: 8

Duration in Minutes: 12


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42) In a frame there are 'm' unknownmember forces, 'r' unknown reactioncomponents and 'j' number of joints.What is the degree of staticindeterminacy of pin jointed frames? / ,dÝse es a] vKkr lnL; cy 'm', vKkr çfrfØ;k ?kVd

'r' vkSj tksM+ks a dh la[;k 'j' gSA fiu TokbafVM Ýse ds fLFkj अचतता dh fMxz h D;k gS\

A) m+r-3j

B) m+r+2j

C) m+r-2j

D) m-r+2j

43) The extensive use of the slope areamethod is in the / लोप {ks = fof/k dk O;kid mi;ksx fdles a gks rk gS\

A) estimation of flood discharge basedon high-water marks / mPp ty Lrj ds vk/kkj ij ck


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47) The arrangement of supportsprovided underneath the existingstructure without disturbing its stability,is known as / fLFkjrk dks fgyk, fcuk la jpuk dsuhps leFkZu O;oLFkk çnku djus dks dgk tkrk gS

A) scaffolding / LdkQksfYMax B) jacking / tSfdax

C) shoring / 'kksfjax

D) underpinning / vaMjihfuax

48) The minimum recommended free-board for lined canals carrying dischargeof more than 10cumecs is / 10 D;w esDl lsvf/kd fuoZgu ys tkus okyh पता ugjks a ds fy,U;w ure vuq’kaflr Qzh&cksMZ gS

A) 0.75 m / 0.75 eh

B) 0.3 m / 0.3 eh

C) 1.2 m / 1.2 eh

D) 0.6 m / 0.6 eh

49) While aligning a hill road with a

rulling gradient of 6%, a horizontal curveof radius 60 m is encountered. Find thecompensated gradient at the curve. / 6% dh लग xz sfM,aV okyh igkM+ h lMd dh lh/k es a tkrs le;] 60eh dk {kSfrt oØ lkeus vkrk gSA oØ ij led` r


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54) In case of two point loadingcondition, shear span is defined as thezone where / nks fcanqvks a ij ynku voLFkk ds

ekeys esa] vi:i.k vof/k (शय पै ) dks ,s ls {ks = ds:i es a ifjHkkf"kr fd;k x;k gS tgka

A) Shear force is zero / vi:i.k cy 'kw U;gks rk gS

B) Shear force is constant / vi:i.k cyfLFkj gks rk gS

C) Bending moment is zero / cS afMax ew es aV'kw U; gks rk gS

D) Bending moment is constant / cS afMaxew es aV fLFkj gks rk gS

55) Select the correct option for thedifference in the length of an arc and itssubtended chord on the earth surface fora distance of 18.2km. / 18-2 fdeh dh nw jh dsfy, i`Foh dh lrg ij व ृत -pki dh yackbZ vkS j bldh

सटििे जीया ds chp ds varj ds fy, lgh fodYi dkp;u djsaA

A) 1 mm / 1 feeh

B) 10 mm / 10 feeh

C) 10 cm / 10 lseh

D) 1 cm / 1 lseh

56) A simply supported beam issubjected to external moment of Mc atcenter of beam. What is the shear forceat the point of application of moment?/ एक सल सपोट ि che, ds aæ ij, ckgjh ew esaV

Mc ds v/khu gSA ew es aV ds vuqiz;ksxh fcanw ij vi:i.kcy D;k gksxk\

A) 2Mc / L

B) Mc / L

C) Mc / 2

D) L /Mc

57) A light house is visible just above thhorizon at a certain station at the sealevel. The distance between the stationand the light house is 50km. The heightof light house is / ,d ykbV gkml leqæ ry ij,d fuf'pr LVs'ku ij आकाशव तृ ds Bhd Åij fn[k

jgk gSA LVs'ku vkS j ykbV gkml ds chp dh nw jh 50fdeh gSA ykbV gkml dh ÅapkbZ gS

A) 201.36m / 201-36 eh

B) 185.69m / 185-69 eh

C) 178.35 m / 178-35 eh

D) 168.35 m / 168-35 eh

58) The rectangular bar is subjected to

triaxial stress fx, fy, fz. If algebraic sumof all these stresses is zero, what is thechange in volume? / ,d vk;rkdkj ckj fx,fy, fz. f=v{kh; ruko ds v/khu gSA ;fn bu lHkh rukoks a dk chth; ;ksx 'kw U; gS] rks ek=k (वाय मू ) es a D;k ifjorZu gksxk\

A) decrease in volume / ek=k (वाय मू ) es a deh gksxk

B)No change in volume / ek=k (वाय मू ) esa dksbZ ifjorZu ugha gksxk

C) Increase in volume / ek=k (वाय मू ) es a o`f) gksxk

D) depends on the size proportions /vkdkj ds vuqikr ij fuHkZ j djrk gS

59) Which one of the following sewagetreatment units has a parshall flume ? /

fuEu es a ls dkSu lh lhost mipkj bdkbZ es a ikj’kSyukfydk gS\

A) Aeration tank / एऎश ट क B) Trickling filter / दकलग fQYVj C) Oxidation pond / ऑिसीशे पॉि D) Grit chamber / fxzV pSEcj


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60) If there is unavailability of plainground, the range of ground slope whichis ideally suited for building constructionis / ;fn dgha ij lery Hkw fe dh vuqiyC/krk gS] rks ml Hkw &


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66) The critical height of an unsupportedvertical cut in a cohesive soil is given by/ llatd feêh es a vlefFkZr [kM+ s dVko dh leh{kkRedÅapkbZ dks fdlds }kjk n'kkZ;k tkrk gS\

A)

B)

C)

D)

67) A stratum of soil consists of threelayers of equal thickness. Thepermiability of top and bottom layers arek=10-4 cm/s and that of middle layer isk=10-3cm/s, then the value of thehorizontal coefficient of permiability KH for the entire soil layer is /feêh dh lrg ij cjkcj eksVkbZ dh rhu ijrs a gks rh gSaA;fn Åijh vkSj uhpyh ijrks a dh ikjxE;rk k=10-4 lseh@lsdaM gS vkSj e/;e ijr dh ikjxE;rk

k=10-3 lseh@lsdaM] rks lEiw .kZ feêh dh ijr ds fy,ikjxE;rk ds- {kSfrt xq.kkad KH dk eku D;k gksxk\

A) 1.2 x 10-3 cm/s

B) 3.0 x 10-4 cm/s

C) 4.0 x 10-4 cm/s

D) 1.5 x 10-4 cm/s

68) In which of the following ways is the

splicing of bars done in a RCC beam? /RCC che es a lyk[kksa (बासष) dh लाइसग fuEu esa ls fdl rjhds ls fd;k tkrk gS\

A) By the use of mesh reinforcement /es"k jsuQks lZes aV dk mi;ksx djds

B) By Lapping of bars / cklZ dks eksM+dj

C) By the use of bolts / cksYV dk mi;ksxdjds

D) By the use of riveted joints / js osfVMTokbaV~ l dk mi;ksx djds

69) Frog is defined as the / Qz kWx dks fdl :es a ifjHkkf"kr fd;k x;k gS\

A) topmost course of plinth / LraHk dk loks ZPp dks lZ

B) brick used for the corner of a wall /nhokj ds dksus ds fy, ç;qä bZaV

C) depression on the top face of a brick/ bZ aV dh 'kh"kZ lrg ij xM~


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71) What is the maximum shear force incantiliver beam subjected to uniformlyvarying load of w/unit length? / w/bdkbZyackbZ ds leku :i ls ifjorZu’khy Hkkj ds v/khudSVyhoj che es a vf/kdre vi:i.k cy D;k gS\

A) wl2/2B) wl

C) wl2/6

D) wl/2

72) According to Indian standardspecifications, initial and final settingtime for ordinary portland cement is /Hkkjrh; ekud fofuns Z'k ds vuq lkj] lk/kkj.k iksVZySaM

lhes aV ds fy, çkjafHkd vkS j vafre थाप काल gS

A) 30 min and 600 min / 30 feuV vkSj 600feuV

B) 60 min and 300 min / 60 feuV vkSj 300feuV

C) 60 min and 600 min / 60 feuV vkSj 600feuV

D) 30 min and 300 min / 30 feuV vkSj 300

feuV

73) If two plates are placed end to endand joined by two cover plates then whattype of joint is it? / ;fn nks IysVks a dks vkn~;ksika r j[kk x;k gS vkSj nks doj IysV ls tksM+ k x;k gS a rks ;gfdl çdkj dk tksM+ gS\

A) Double cover butt joint / Mcy doj cêTokbaV

B) Butt joint chain riveted / cê TokbaV psufjojVsM

C) Lap joint / ySi TokbaV

D) Chain riveted / psu fjosVsM

74) An imaginary line joining theintersection of cross-hairs to the optical

centre of the objective and itscontinuation, is known as / ,d dkYifud js[kk tks dzkl gs;j ds इनटस श dks oLrq dsv‚fIVdy ds aæ vkSj mlds foLrkj dks tksM+ rh gS] mls dgk tkrk gS

A) horizontal axis / {kSfrt ऐसस

B) axis of telescope / ऐसस ऑफ़ VsyhLdksi

C) axis of level tube / ऐसस ऑफ़ ys oyVîw c

D) line of sight / लाइ ऑफ़ साइट

75) The chainages (m) andcorresponding perpendicular offsets(m)

taken from a chain line to an irregualrboundary were (0,0), (30, 2.65), (60,3.80), (90, 3.75), (120, 4.65), (150,3.60), (180, 5.00) and (210, 5.80). Thearea (m2) between the chain line and thirregular boundary by Simpson's rule is ,d चे लाइ ls ,d vfu;fer lhek rd yh xbZ

psust+ l (m) vkSj त ुपी yacor v ‚ QlsV (m)

(0,0), (30, 2.65), (60, 3.80), (90, 3.75),

(120, 4.65), (150, 3.60), (180, 5.00) vkSj(210, 5.80) FksA flEilu ds fu;e ds vuqlkjचे लाइ vkS j vfu;fer lhek ds chp dk {ks =Qy

(m2) gS

A) 681

B) 767.825

C) 781

D) 790.5


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76) The ratio of shear stress to shearstrain is called as / vi:i.k ruko ls vi:i.k ruu ds vuqikr dks D;k dgk tkrk gS\

A) Bulk modulus / Fkksd ekikad

B) Young's modulus / ;ax ekikad

C) Poissons ratio / ikWblu vuqikr

D) Modulus of rigidity / dBks jrk ekikad

77) Select the correct sequence of thetreatments or methods which aregenerally given to treat raw watersupplies. / vke rkS j ij अपक ृ त ty vkiw frZ

dks ससाधत djus ds fy, fd, tkus okys mipkj ;k

fof/k ds lgh dze dk p;u djs aA

A) Screening, sedimentation,coagulation, filtration, disinfection / अ वुीण ] volknu] tekoV] छाई ] dhVk.kq'kks/ku

B) Screening, sedimentation,disinfection, aeration, coagulation / अ वुीण ] volknu] dhVk.kq'kks/ku] okru] tekoV

C) Filtration, sedimentation,

coagulation, disinfection / छाई ]volknu] tekoV] dhVk.kq’kks/ku

D) Sedimentation, screening,disinfection, filtration, coagulation /volknu] अ वुीण ] dhVk.kq’ kks/ku] छाई ] tekoV

78) If H=total supply head, hf =head lostdue to friction in the pipe. Thenefficiency of power transmission through

pipe is / ;fn H=dqy izeq[k vkiw frZ, hf =ikbi esa ?k"kZ.k ds dkj.k eq[; gkfu gS] rks ikbi ds ek/;e ls fo|qr ikjs"k.k dh n{krk gksxh

A) (H-hf )/H

B) (H+hf )/H

C) H/(H+hf )

D) H/(H-hf )

79) As per IS 800-2007 the maximumdeflection in a beam of length 'L' shouldnot exceed / IS 800-2007 ds vuqlkj 'L' yackds che es a vf/kdre fo{ksiu fdlls vf/kd ugha gksukpkfg,\

A) L/250B) L/80

C) L/325

D) L/360

80) The difference in level between thetop of the bank and supply level in acanal is called as / ,d ugj ds fdukjs ds 'kh"kZ Lrj vkSj vkiw frZ Lrj ds chp ds va rj dks D;k dgk

tkrk gS\

A) Height of bank / हाइट ऑफ़ बक

B) Toe / Vks

C) Free board / Qzh cksMZ

D) Berm / ceZ

81) Strut is a / LVªV (Vsd ) D;k gS\

A) tension member / Vs a'ku esEcj

B) pin-jointed rigid frame / fiu&TokbafVMfjftM Qzse

C) compression member / dEizS'ku esEcj

D) bending member / cSfMax esEcj


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82) In the plate, girder stiffeners areused / IysV es a]xMZj fLVQuj dk iz;ksx fdl fy,fd;k tkrk gS\

A) to take bearing stress / fc;fjax LVªS l dks धण djus ds fy,

B) to reduce the compressive stress / laihMd ruko dks de djus ds fy,

C) to avoid buckling of web plate / oscIysV es a cfYdax ls cpus ds fy,

D) to reduce the shear stress / vi:i.k ruko dks de djus ds fy,

83) Taylors stability number is given by /VsylZ LVsfcfyVh uacj dks fdlds }kjk n'kkZ;k tkrk gS\

A)

B)

C)

D)

84) The maximum number of vehiclesthat can pass a given point on a lane orroadway during one hour underprevailing roadway and traffic conditions,is known as /izzpfyr lM+d vkS j ;krk;kr fLFkfr ds rgr ,d ?kaVs ds nkSjku ysu ;k lM+d ij fn, x,fcUnq dks ikj djus okys okguks a dh vf/kdre la[;k dks D;k dgk tkrk gS\

A) Traffic density / ;krk;kr ?kuRo

B) Possible capacity / सराय {kerk

C) Traffic capacity / ;krk;kr {kerk

D) Basic capacity / vk/kkjHkw r {kerk

85) Shrinkage in a concrete occurs dueto / dadzhV esa fldqM+u fdlds dkj.k gks rh gS\

A) usage of bad cement / [kjkc lhesaV dhiz;qfDr ls

B) usage of bad aggregates / [kjkc

ऐगस dh iz;qfDr ls

C) loss of moisture by evaporation / ok"ihdj.k }kjk ueh dh घटाव ls

D) loss of water in bleeding / CyhfMax es a ikudh घटाव ls

86) Rapid curing cutback is produced by

blending bitumen with /बट ूमे dks fdlds lkFk

समत क ेप वत D;wfjax कटौती fufeZr gks rkgS\

A) kerosene / ds jks lhu

B) benzene / cs athu

C) petrol / isVªksy

D) diesel / Mhty

87) When HYSD bars are used in placeof mild steel bars in a beam, the bondstrength / tc HYSD ckj dk iz;ksx che esa eǹq(माइि ) LVhy cklZ ds LFkku ij fd;k tkrk gS] rc

योजक शत

A) become zero / 'kw U; gks tkrk gs

B) decreases / de gks tkrk gS

C) increases / c


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88) Generally purlins are placed at thepanel points so as to avoid / vke rkS j ijiqjfyUl dks fdl ls cpus ds fy, iSuy IokbaV~l ij j[kk tkrk gS\

A) shear force in rafter / jk¶Vj es a vi:i.k

cy ls B) axial force in rafter / jk¶Vj es a v{kh; cy ls

C) deflection of rafter / jk¶Vj ds fo{ksiu ls

D) bending moment in rafter / jk¶Vj es a cS afMx ew es aV ls

89) SFD and BMD represents effect offixed load at all points. Influence linerepresents effect of moving load at

/ SFD vkSj BMD lHkh fcanw vks a ij fu/kkZfjr yksM dsçHkko dk पण djrk gSA çHkko (इनल ू अनस ) js[kk

fdl ij xfreku yksM ds izHkko dk पण djrh gS\

A) center of a beam / che ds dsanz ij

B) along the moving load / xfreku yksM ds lkFk

C) critical point under load / yksM ds rgrदटकल fcanw ij

D) specified point only / dsoy fufnZ"V fcanw ij

90) What are the corrections applied inhydrometer analysis for a soil sample? /,d feêh ds uew us ds fy, gkbMªksehVj fo'ys"k.k es a fdl lq/kkj dks ykxw fd;k tkrk gS\

A) Meniscus correction is subtractiveand dispersing agent correction is

additive / uopanzd ¼esfuldl½ lq/kkj dks gVk;ktkrk gS vkS j ikjxE; ,ts aV lq/kkj योगज gS

B) Meniscus correction is additive anddispersing agent correction issubtractive / uopanzd ¼esfuldl½ lq/kkj योगज

gS vkSj ikjxE; ,ts aV lq/kkj dks घटा fn;k tkrk gS

C) Both meniscus correction anddispersing agent correction aresubtractive / uopanzd ¼esfuldl½ vkSjikjxE; ,ts aV nksuks a ds lq/kkj dks घटा fn;k tkrk

D) Both meniscus correction and

dispersing agent correction areadditive / uopanzd ¼esfuldl½ ds lq/kkjvkS j वसजषक ds lq/kkj nksuksa योगज gS

91) What is the dimension of thedynamic viscosity (μ)? / xfr'khy याता ¼ μ½dk vk;ke D;k gS\

A) M-1L-1 T-1

B) MLT

-2

C) ML-1T-2

D) ML-1T-1

92) The Lacey’s theory is applicable tothe channels in / fdl ekeys es a ys lh dk fl)ka rpSuyks a ij ykxw gks rk gS\

A) Permanent regime / पमषनट ेजम es a

B) True regime only / ds oy ेजम esa C) Final regime only / ds oy फाइल ेजम es a

D) True regime and final regime/ ेजम vkS j फाइल ेजम es a

93) What is the direction of total liquidpressure on submerged surface? / tyeX lrg ij rjy ds dqy ncko dh fn'kk D;k gks rh gS\

A) Inclined 450 to the surface / lrg ds fy, 450 >qdk gqvk

B) Inclined 300 to the surface / lrg ds fy, 300 >qdk gqvk

C) Normal to the surface / lrg ds fy,yac:i

D) Parallel to the surface / lrg ds lekukarj


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94) The process of lagooning is primarilya means of / ysxw fuax dh çfØ;k eq[; :i ls fdldk एक lk/ku gS\

A) increasing the capacity of storagereservior / HkaMkj.k tyk'k; dh {kerk dks c


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100) The wetted perimeter P of a stablechannel is proportional to ( where, Q =discharge) / ,d fLFkj pSuy dk osfVM ifjf/k P fdlds vkuqikfrd gS\ ¼tgka] Q ¾ fuoZgu½

A) 1/Q

B) Q

C) Q2

D) √Q

101) According to Khosla theory ofindependent variable for seepage belowa hydraulic structure, in the absence of adownstream sheet pile, the exit gradientis / [kkslyk ds Lora = pj ds fl)ka r ds vuq lkj] gkbMªksfyd la jpuk ds uhpys fjlko ds fy, MkmuLVªhe dh vuqifLFkfr esa] 'khV ikby dkए़ट xz sfM,aV gS

A) 4

B) 1

C) ∞D) 0

102) A 100m tape is suspendedbetween the ends under a pull of 200N.The weight of the tape is 30N. Thecorrection for sag will be / ,d 100 ehVj Vsidks 200N ds ,d iqy ds uhps fljks a ds chp fuyafcrfd;k x;k gSA Vsi dk otu 30N gSA सगै का

केश gksxk

A) 0.1037 m / 0-1037 eh

B) 0.09375 m / 0-09375 eh

C) 0.7565 m / 0-7565 eh

D) 0.0892 m / 0-0892 eh

103) 10 cumecs of water is delivered toa 32 hectare field, for 4 hours. Soilprobing after the irrigation indicates that

0.3 meters of water has been stored inthe root zone. The water applicationefficiency is / 4 ?kaVs ds fy,] 10 D;w esDl ty dks,d 32 gsDVs;j [ks rks a dks fn;k tkrk gSA flapkbZ ds ckne`nk dh tkap n’kkZrh gS fd 0-3 ehVj ty tM+ {ks = esa HkaMkfjr gSA ty vkosnu कायषमता fdruh gksxh\

A) 26.67%

B) 66.67%

C) 33.33%

D) 96.67%

104) A direct-runoff hydrograph due toan isolated storm was triangular inshape with a base of 60h and a peak of

100 m3/s. If the catchment area is 500km2, the effective rainfall of the storm is,dkadh rwQku ds dkj.k िायेट -ऑफ

हयडोाफ 60h vk/kkj vkS j 100 eh 3/ lsdaM ’kh"kZ ds lkFkf=dks.kh; FkkA ;fn tyxzg.k {ks = 500 fdeh 2 gS] rks rw Qku dh çHkkoh o"kkZ fdruh gksxh\

A) 10 cm / 10 lseh

B) 2.16 cm / 2-16 lseh

C) 21.6 cm / 21-6 lseh

D) 1.08 cm / 1-08 lseh

105) The most commonly used materiafor damp proofing is / MSEi iz w fQax ds fy, lcl lkekU; ç;qä lkexzh gS

A) bitumen / बट ूम

B) paraffin wax / iS jkfQu oSDl

C) cement solution / lhes aV सल शू

D) cement mortar / lhes aV eksVkZ j


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106) The sewer pipes have to bedesigned and checked for / lhoj ikbi dks fdlds fy, आकपत vkS j tkapk tkrk gS\

A) only maximum flow / dsoy vf/kdre çokgds fy,

B) average flow / vkS lr çokg ds fy,

C) both maximum and minimum flow /nksuks a vf/kdre vkS j U;w ure çokg ds fy,

D) only minimum flow / ds oy U;w ure çokg dsfy,

107) The diameter of the collecting areafor the standard Symon's type raingauge is / ekud lk;eu çdkj ds jsu xst ds fy, laxzg {ks = dk O;kl gS

A) 35.4 cm / 35-4 lseh

B) 12.7 cm / 12-7 lseh

C) 15.08 cm / 5-08 lseh

D) 20.7 cm / 20-7 lseh

108) The suitable layout for a watersupply distribution system, for anirregularly grown town, is / ,d vfu;fer rjhds ls वकसत 'kgj ds fy, ty vkiw frZ forj.k

ç.kkyh ds fy, mi;qä ysvkmV ( अरनयास ) D;k gS\

A) radial system / jsfM;y flLVe

B) grid iron system / fxzM vk;ju flLVe

C) dead-end system / MsM ,aM flLVe

D) ring system / fjax flLVe

109) The shape of the channel sectionas per Kennedy's consideration is a /dSusMh ds fopkj ds vuqlkj] pSuy [kaM dk vkdkj gks rkgS

A) Rectangular section / vk;rkdkj vuqHkkx

B) Semi-elliptical section / vnZ~/k vaMkdkjvuqHkkx

C) Elliptical section / v.Mkdkj vuqHkkx

D) Trapezoidal section / leyackdkj vuqHkkx

110) Bacteria which can survive withand without free oxygen, is known as / ml thok.kq dks D;k dgk tkrk gS tks eqä v‚Dlhtuds lkFk ;k mlds fcu thfor jg ldrk gS

A) facultative anaerobe /फैकटेदटव vok;qthoh;

B) aerobic / वाय जुीवी

C) obligate anaerobe / ck/; vok;qthoh;

D) non-pathogenic / xS j&jksxtud

111) The deflection at the free end of acantilever beam of span 'L' and flexuralrigidity EI subjected to UDL(w / unit run)is / UDL(w/bdkbZ ju ) ds v/khu LiSu 'L' vkSjvkueuh dBks jrk EI ds daVhyhoj che ds eqDr fljs ifo{ksi.k gS

A) wL2/2EI

B) wL3/3EI

C) wL4/8EI

D) wL3/6EI

112) The amount of oxygen consumedby sewage from an oxidising agent likepotassium dichromate is termed as /iksV sf'k;e MkbZØksesV tS ls v‚Dlhdj.k ,tsaV ls lhost}kjk miHkqDr v‚Dlhtu dh ek=k dks fdl :i es a lanfHkZr fd;k tkrk gS\

A) COD

B) TOD

C) DO

D) BOD


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113) Freeman formula for estimating thefire demand (Q) in litres per minute isgiven by / çfr feuV yhVj es a QkW;j fMekaM (Q) ds vkdyu ds fy, ÝheSu }kjk fn;k x;k lw = gS

A) Q = 5663 √P

B) Q = 2500 (P/5 +10)

C) Q = 1135 (P/5 +10)

D) Q = 3182 √P

114) The process, which involveschlorination beyond break pointchlorination, is known as / og çfØ;k ftles a czsd IokbaV Dyks jhus’ku ls ijs Dyks jhus’ku 'kkfey gS] m lsfdl uke ls tkuk tkrk gS\

A) post chlorination / iks LV Dyksfjus'ku

B) prechlorination / izh Dyksfjus'ku

C) dechlorination / MhDyksfjus'ku

D) super chlorination / lqij Dyksfjus'ku

115) Aggrading rivers are / अिग ufn;ka D;k gks rh gSa\

A) silting rivers / सटग ufn;ka

B) meandering rivers / मिग ufn;ka

C) river regime / ेजम

D) scouring rivers / चोउङग ufn;ka

116) Which type of failure occurs indeep footing in case of soils of lowcompressibility? / fuEu laihM~;rk okyh feêh ds

ekeys esa] xgjkbZ esa tkus ls fdl izdkj dh foQyrk dk lkeuk djuk iM+rk gS\

A) Bending failure / cs afMax foQyrk

B) Punching shear failure / iafpax f’k;jfoQyrk

C) Local shear failure / LFkkuh; f’k;j foQyrk

D) General shear failure / tujy f’k;jfoQyrk

117) SSD (Stopping sight distance) fortwo way traffic, with single lane, andSD(stopping distance), are correlated bythe relation / flaxy ysu ds lkFk] nks rjQk;krk;kr ds fy, SSD ¼LVkWfiax lkbV fMLVs a l½ vkSj SD ¼LVkfiax fMLVs a l½ dks fdl lEca/k ls lglacf)r fd;k x;k gS a\

A) SSD = SD/2

B) SD = SSD/2

C) SD = 2 (SSD)

D) SSD = 2(SD)

118) A road sign indicating 'no parking'is / ^uks ikfdZ ax* dks bafxr djus okyk jksM+ lkbu gS

A) Warning sign / ps rkouh lads r

B) Stop sign / Bgjko lads r

C) Informatory Sign / lw puk ladsr

D) Mandatory sign / अवायष आापक lads r

119) Equivalent factor of passenger carunit (PCU) for vehicles like motor-cycle,and scooter is / eksVj lkbfdy vkSj Ldw Vj tSls okguks a ds fy,;k=h dkj bdkbZ (PCU) dk lerqY;dkjd gS

A) 1.5

B) 1

C) 0.5D) 3


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120) The main drawback of CBRmethod is that it / CBR fof/k dk eq[; nks"k ;ggS fd ;g

A) does not consider the strengthcharacteristics of subgrade soil /

miJs.kh eǹk ds 'kfDr xq.kks a ij fopkj ugha djrkgS

B) does not give the thickness ofindividual layers / vyx&vyx ijrks a dheksVkbZ ugh nsrh gS

C) gives the total thickness whichremains the same irrespective of thequality of material used in thecomponent layers / dqy eksVkbZ nsrh gS tks

?kVd ijrks a es a ç;qä lkexz h dh xq.koÙkk ij /;kufn, fcuk leku jgrh gS

D) is a complex method and gives thetotal thickness which is variable withthe change in the material used inthe component layers / dfBu fof/k gS vkSj;g dqy eksVkbZ ns rh gS tks ?kVd ijrks a es a ç;qä lkexz h es a ifjorZu ds lkFk izorZuh; gS


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Answer Key

1. D

2. C

3. A

4. B

5. C

6. B

7. A

8. D

9. C

10. C

11. A

12. A

13. D

14. D

15. D

16. A

17. B

18. C

19. C

20. B

21. C

22. D

23. C

24. A

25. C

26. B

27. C

28. C

29. D

30. A

31. A

32. C

33. C

34. B

35. A

36. D

37. A

38. B

39. C

40. C

41. A

42. C

43. A

44. B

45. C

46. B

47. D

48. A

49. B

50. D

51. A

52. A

53. A

54. B

55. C

56. B

57. D

58. B

59. D

60. B

61. C

62. B

63. D

64. A

65. C

66. A

67. C

68. B

69. C

70. C

71. D

72. A

73. A

74. D

75. C

76. D

77. A

78. A

79. C

80. C

81. C

82. C

83. C

84. B

85. C

86. C

87. C

88. D

89. D

90. B

91. D

92. D

93. C

94. D

95. A

96. B

97. B

98. A

99. A

100. D

101. C

102. B

103. B

104. B

105. A

106. C

107. B

108. C

109. D

110. A

111. C

112. A

113. C

114. D

115. A

116. B

117. D

118. D

119. C

120. C

a.en. exam paper set 2

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