HOW TO TAKE A TEST? TEST INSTRUCTIONS On …admitcard.online-ap1.com/dolbanswerkey/PDF/AEC_23April_8to10am.pdf · was founded by Raja Ram Mohan Roy? / fuEu esa ls fdl laxBu dh LFkkiuk

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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 ,Test Time , ID in the space provided in the Answer Sheet. DO NOT FAIL 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 Sheets which are to be used for rough work during the Test.

This test has section(s) as described in the table below. You will receive a separate booklet for each Section of the test starting from Section 1 followed by Section 2 and so on. If your test 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 2 and so on. Each Section must be completed in the allotted time. At the end of the allotted time for each Section the Test Administrator will take back the Question Paper booklet for the completed Section and give you the booklet for the next section. 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 the booklet titled "QUESTION PAPER") please write down the Set number (number on the left hand top corner of the Question Paper) onto the Answer Sheet in the space provided.DO NOT FAIL TO DO THIS.

It is important that you try and attempt as many questions as possible. In case you are faced with a difficult question it may be a good idea to go ahead and attempt other questions and return to the questions you were unable to solve in the first attempt. Each correct answer carries 1 mark.

You should mark your answers on the Answer Sheet provided. Please indicate your answers by shading the circle with the appropriate letter for each question as shown below. Please shade the circles completely as indicated below. Do not tick or cross the circle.

You will be given rough sheets for making calculations. In case your Test Administrator has not given you a rough sheet please 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-based International Criminal Court, setting scene for potential legal action against which country? / fQfyLrhu gsx&fLFkr baVjus'kuy ffeuy dksVZ esa fdl ns'k ds f[kykQ

laHkkfor dkuwuh dk;Zokgh dh ;kstuk cukus ds fy,

'kkfey gqvk Fkk\

A) Iran / bZjku

B) Russia / :l

C) Syria / lhfj;k

D) Israel / btjkby

2) For strengthening the Statistical System at State (Rajasthan) as well as the district level, the Thirteenth Finance Commission (TFC) has recommended a grant for the period of 2010-2015. What is the amount of this grant? / jkT; jktLFkku ds lkFk lkFk ftyk Lrj ij lkaf[;dh;

.kkyh ds l'khdj.k ds fy,] rsjgosa fok vk;ksx

(TFC) us 2010&2015 dh vof/k ds fy, ,d vuqnku dh vuqkalk 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 Resource Centre (SRTC) for Farmer Training is

located at which of the following places in Rajasthan? / fdlku ds f'k{k.k ds fy, foKku

,oa kS|ksfxdh lalk/ku dsU SRTC jktLFkku ds fuEufyf[kr LFkkuksa esa ls dgka ij fLFkr gS\

A) Neemrana, Alwar / uhejkuk] vyoj

B) Motigarh, Bikaner / eksrhx

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6) What is the name of missile test that Iran has carried out near the port city of Chabahar located near Gulf of Oman? / ml felkby ijh{k.k dk D;k uke gS ftldk ijh{k.k

bZjku us vkseku dh [kkM+h ds fudV pckgj 'kgj esa

fLFkr canjxkg ds lehi fd;k Fkk\

A) Fateh-110 / Qrsg&110

B) Ghadr-110 / x&110

C) Naze'at / ukts* ,sV

D) Shabab 3 / 'kckc 3

7) Which of the following organization was founded by Raja Ram Mohan Roy? / fuEu esa ls fdl laxBu dh LFkkiuk jktk jke eksgu jk; }kjk dh xbZ Fkh\

A) Brahmo Samaj / czks lekt

B) Arya Samaj / vk;Z lekt

C) The Theosophical society / fFk;kslksfQdy lkslk;Vh

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

8) Hawa Mahal was built by Maharaja Sawai Pratap Singh in which year? / egkjktk lokbZ rki flag }kjk gok egy dk fuekZ.k

fdl o"kZ djok;k x;k Fkk\

A) 1354

B) 1868

C) 1729

D) 1799

9) Which of the following Act was generally known as the 'Montford Reforms'? / fuEu esa ls fdl vf/kfu;e dks vkerkSj ij ^eksaVQksMZ fjQElZ* ds :i esa 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 as 'Kanyakubja' in the medieval age? / fuEu esa ls fdls e/;dkyhu ;qx esa ^dkU;dqCt* ds :i esa

tkuk tkrk Fkk\

A) Bhopal / Hkksiky

B) Bengal / caxky

C) Kanauj / dUukSt

D) Kanchi / dkaph

11) Who was a famous ruler of the Pratihara Dynasty? / frgkj jktoa'k dk fl) 'kkld dkSu Fkk\

A) Mihira Bhoja / fefgjk Hkkst

B) Rajadhiraj / jktkf/kjkt

C) Dharmpala / /keZiky

D) Rajendra II / jktsa II

12) Which of the following districts are located in Western sandy plains of Rajasthan?/ fuEu esa ls dkSu lk ftyk jktLFkku ds if'peh jsrhys eSnkuksa esa fLFkr gS\

A) Bikaner/ chdkusj

B) Jaipur / t;iqj

C) Kota /dksVk

D) Udaipur / mn;iqj

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13) Which national park is famous for its population of Royal Bengal Tigers? / dkSu lk jk"Vh; m|ku j;y caxky Vkbxj dh vkcknh ds

fy, fo[;kr gS\

A) Kumbhalgarh Wildlife Sanctuary / dqaHkyx

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19) Which of the following quantities will be greatest? / fuEufyf[kr esa dkSu lh ek=k,a lcls cM+h gksaxh\

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 teachers teach Science. 30% of remaining teachers teach Mathematics. Excluding teachers of Science and Mathematics, there are 98 teachers in school. How many teachers of Mathematics are there? / ,d Ldwy esa 30% v/;kid foKku i

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24) Tal Chhapar Sanctuary is situated in which district of Rajasthan? / rky NIij vHk;kj.; jktLFkku ds fdl ftys esa vofLFkr gS\

A) Churu / pq#

B) Jhalawar / >kyokM+

C) Karauli / djkSyh

D) Kota / dksVk

25) Which one of the following banks recently announced the shutting down of its private banking business in the country following a world-wide strategic review? / fuEu esa ls fdl cSad us gky gh esa fo'o O;kih j.kuSfrd leh{kk ds ckn ns'k esa 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 Governtment sign a Memorandum of Understanding with Cairn Enterprise Centre Society? / jktLFkku ljdkj us dsuZ ,saVjkbt lsaVj lkslkbVh ds

lkFk le>kSrk 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 the Collectorate of Udaipur on Monday February 8, 2016 and demanded positive action towards their requirement for better job prospective? / lkseokj 8 Qjojh 2016 dks mn;iqj ds dysDVjsV ds ckgj fdlus fojks/k

fd;k Fkk vkSj csgrj ukSdjh laHkkouk dh fn'kk esa

ldkjkRed dkjZokbZ dh ekax dh Fkh\

A) Daily wage labours / fngkM+h etnwjksa us

B) Factory workers / dkj[kkus ds etnwjksa us

C) Anganwadi workers / vkaxuokM+h ds dk;ZdrkZvksa us

D) Farmers / fdlkuksa us

28) What is the rank of China according to World Economic Forum in the annual meeting 2016? / oYMZ bdksuksfed Qksje ds vuqlkj 2016 esa vk;ksftr okf"kZd cSBd esa phu dk D;k

LFkku gS\

A) 15th / 15oka

B) 18th / 18oka

C) 17th / 17oka

D) 16th / 16oka

29) Which one of the following super molecule is made of exactly sixty carbon atoms and also known as 'buckyballs'?/ fuEufyf[kr esa ls dkSu&lk lqij ekWfyD;qy fcYdqy 60

dkcZu v.kqvksa 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/ Qqysjhu

30) 'Hkw[kk&I;klk' esa mkj in dkSu lk gS \

A) Hkw[kk vkSj I;klk

B) Hkw[kk I;klk

C) I;klk

D) Hkw[kk

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31) buesa ls dkSu lk in rRiq#"k lekl dk mnkgj.k ugha gS \

A) ;Fkkfof/k

B) ;qf/kf"Bj

C) /kuat;

D) ok;qlsuk

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

A) ;Fkk&'kf

B) ;Fkk dh 'kf

C) 'kf ds vuqlkj

D) ;Fkk gks tks 'kf

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

A) Kolar / dksykj

B) Kamrup / dke:i

C) Karauli / djkSyh

D) Kolapur / dksykiqj

34) Read the statement and the conclusions given below: Choose the right conclusion that logically follows./ Statement: India's leading finance company launches "electronic business channel" Conclusions: I. All finance companies having eleectronic business channels are successful. II. This finance company will now offer its business services electronically.

/ dFku% Hkkjr dh vxz.kh fokh; daiuh us bysDVfud O;olk;

pSuy 'kq: fd;kA

fu"d"kZ%

I. bysDVfud O;olkf;d pSuy okyh lHkh fokh; daifu;ka lQy gSaA

II. fokh; daiuh vc viuh O;kolkf;d lsok,a bysDVfud :i ls nku djsxhA

A) Both Conclusion I and II follows/ nksuksa

fu"d"kZ I vkSj II lgh gSa

B) Only Conclusion II follows/ dsoy fu"d"kZ

II lgh gS

C) Only Conclusion I follows/ dsoy fu"d"kZ I 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 in Kkr djsaA

A) Hammer / gFkkSM+k

B) Man / vkneh

C) Animal / tkuoj

D) Worm / fe

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36) Read the statement and the conclusions given below: Choose the right conclusion that logically follows. Statement: In case of outstanding candidates, the condition of previous experience of social work may be waived by the admission committee for M.A. (Social work). Conclusions: I. Some of the students for M.A. (Social work) will not have previous experience of social work. II. Some of the students for M.A. (Social work) will have previous experience of social work. dFku%

csgrjhu vH;fFkZ;ksa ds ekeys esa] lkekftd dk;Z ds iwoZ

vuqHko dh 'krksZa dks M.A. lkekftd dk;Z ds fy, izosk desVh }kjk f'kfFky fd;k tk ldrk gSA

fu"d"kZ%

I. M.A. lkekftd dk;Z ds dqN Nk=ksa dks lkekftd

dk;Z dk iwoZ vuqHko gksxkA II. M.A. lkekftd dk;Z ds dqN Nk=ksa dks lkekftd dk;ksaZ dk iwoZ vuqHko gksxkA

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

B) Only conclusion II follows / dsoy fu"d"kZ

II lgh gS

C) Only conclusion I follows / dsoy fu"d"kZ

I lgh gS

D) Both I and II follows / nksuksa I vkSj II lgh gSa

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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 and the speed is 50 kmph, extra widening required in 4 lane carriage will be / ;fn okgu dh yackbZ 6 eh gS] o dh f=T;k 400 eh gS vkSj

xfr 50 fdeh izfr ?kaVk gS] rks 4 ysu dSjst esa vko;d

vfrfj 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 and difficult country where ordinary levelling is tedious and chaining is slow and inaccurate, the method adopted is / dBksj

,oa [kqjnjh Hkwfe tgka lk/kkj.k Fkdk gS vkSj () /kheh vkSj vuqfpr gS] esa ifjjs[kk dk irk yxkus ds fy, viukbZ tkus okyh fof/k gksxh

A) differential levelling /

B) plane tabling / Iysu Vsofyax

C) tacheometry / Vsfd;ksehVh

D) sprit levelling / fLV

40) The maximum strain at failure in tension steel having yield stress fy and youngs modulus Es as per limit state method is /

fof/k ds vuqlkj] yfC/k () ruko fy vkSj ;ax ekikad Es ;qDr Vsaku LVhy esa Qsfy;j ij

vf/kdre ruko ;g gksrk gS

A) 0.2+fy/(1.5Es)

B) 0.002+fy/(1.5Es)

C) 0.002+fy/(1.15Es)

D) 0.2+fy/(1.15Es)

41) Partial safety factor for steel and concrete according to IS 456-2000 for the limit state of collapse is / fuikr () dh ds fy, IS 456-2000 ds vuqlkj] LVhy vkSj dahV ds fy, vkaf'kd lqj{kk dkjd gS

A) 1.15 & 1.5

B) 1.5 & 1.8

C) 1.8 & 1.5

D) 2.5 & 0.15

No. of Questions: 84

Duration in Minutes: 120

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42) In a frame there are 'm' unknown member forces, 'r' unknown reaction components and 'j' number of joints. What is the degree of static indeterminacy of pin jointed frames? / ,d

se esa] vKkr lnL; cy 'm', vKkr frf;k ?kVd

'r' vkSj tksM+ksa dh la[;k 'j' gSA fiu TokbafVM se ds

fLFkj dh fMxzh 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 area method is in the / {ks= fof/k dk O;kid mi;ksx fdlesa gksrk gS\

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

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47) The arrangement of supports provided underneath the existing structure without disturbing its stability, is known as / fLFkjrk dks fgyk, fcuk lajpuk ds uhps leFkZu O;oLFkk nku 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 discharge of more than 10cumecs is / 10 D;wesDl ls

vf/kd fuoZgu ys tkus okyh ugjksa ds fy, U;wure vuqkaflr 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 curve of radius 60 m is encountered. Find the compensated gradient at the curve. / 6%

dh xzsfM,aV okyh igkM+h lMd dh lh/k esa tkrs le;] 60eh dk {kSfrt o lkeus vkrk gSA o ij

ledr

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54) In case of two point loading condition, shear span is defined as the zone where / nks fcanqvksa ij ynku voLFkk ds

ekeys esa] vi:i.k vof/k ( ) dks ,sls {ks= ds :i esa ifjHkkf"kr fd;k x;k gS tgka

A) Shear force is zero / vi:i.k cy 'kwU; gksrk gS

B) Shear force is constant / vi:i.k cy fLFkj gksrk gS

C) Bending moment is zero / cSafMax ewesaV 'kwU; gksrk gS

D) Bending moment is constant / cSafMax ewesaV fLFkj gksrk gS

55) Select the correct option for the difference in the length of an arc and its subtended chord on the earth surface for a distance of 18.2km. / 18-2 fdeh dh nwjh ds

fy, i`Foh dh lrg ij -pki dh yackbZ vkSj bldh ds chp ds varj ds fy, lgh fodYi dk p;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 is subjected to external moment of Mc at center of beam. What is the shear force at the point of application of moment? / che, dsa ij, ckgjh ewesaV Mc ds v/khu gSA ewesaV ds vuqiz;ksxh fcanw ij vi:i.k cy D;k gksxk\

A) 2Mc / L

B) Mc / L

C) Mc / 2

D) L /Mc

57) A light house is visible just above the horizon at a certain station at the sea level. The distance between the station and the light house is 50km. The height of light house is / ,d ykbV gkml leq ry ij

,d fuf'pr LVs'ku ij ds Bhd ij fn[k jgk gSA LVs'ku vkSj ykbV gkml ds chp dh nwjh 50

fdeh gSA ykbV gkml dh apkbZ 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 sum of all these stresses is zero, what is the change in volume? / ,d vk;rkdkj ckj fx,

fy, fz. f=v{kh; ruko ds v/khu gSA ;fn bu lHkh

rukoksa dk chth; ;ksx 'kwU; gS] rks ek=k () esa D;k ifjorZu gksxk\

A) decrease in volume / ek=k () esa deh gksxk

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

C) Increase in volume / ek=k () esa o`f) gksxk

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

59) Which one of the following sewage treatment units has a parshall flume ? / fuEu esa ls dkSu lh lhost mipkj bdkbZ esa ikjkSy

ukfydk gS\

A) Aeration tank / B) Trickling filter / fQYVj C) Oxidation pond / D) Grit chamber / fxzV pSEcj

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60) If there is unavailability of plain ground, the range of ground slope which is ideally suited for building construction is / ;fn dgha ij lery Hkwfe dh vuqiyC/krk gS] rks ml Hkw&

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66) The critical height of an unsupported vertical cut in a cohesive soil is given by / llatd feh esa vlefFkZr [kM+s dVko dh leh{kkRed apkbZ dks fdlds }kjk n'kkZ;k tkrk gS\

A)

B)

C)

D)

67) A stratum of soil consists of three layers of equal thickness. The permiability of top and bottom layers are k=10-4 cm/s and that of middle layer is k=10-3cm/s, then the value of the horizontal coefficient of permiability KH for the entire soil layer is / feh dh lrg ij cjkcj eksVkbZ dh rhu ijrsa gksrh gSaA

;fn ijh vkSj uhpyh ijrksa dh ikjxE;rk k=10-

4 lseh@lsdaM gS vkSj e/;e ijr dh ikjxE;rk

k=10-3 lseh@lsdaM] rks lEiw.kZ feh 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 esa lyk[kksa () dh fuEu esa ls fdl rjhds ls fd;k tkrk gS\

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

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

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

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

69) Frog is defined as the / QzkWx dks fdl :i esa ifjHkkf"kr fd;k x;k gS\

A) topmost course of plinth / LraHk dk loksZPp dkslZ

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

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

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71) What is the maximum shear force in cantiliver beam subjected to uniformly varying load of w/unit length? / w/bdkbZ yackbZ ds leku :i ls ifjorZukhy Hkkj ds v/khu

dSVyhoj che esa vf/kdre vi:i.k cy D;k gS\

A) wl2/2

B) wl

C) wl2/6

D) wl/2

72) According to Indian standard specifications, initial and final setting time for ordinary portland cement is / Hkkjrh; ekud fofunsZ'k ds vuqlkj] lk/kkj.k iksVZySaM

lhesaV ds fy, kjafHkd vkSj vafre gS

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

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

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

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

73) If two plates are placed end to end and joined by two cover plates then what type of joint is it? / ;fn nks IysVksa dks vkn~;ksikar j[kk x;k gS vkSj nks doj IysV ls tksM+k x;k gSa rks ;g

fdl dkj dk tksM+ gS\

A) Double cover butt joint / Mcy doj c TokbaV

B) Butt joint chain riveted / c TokbaV psu fjojVsM

C) Lap joint / ySi TokbaV

D) Chain riveted / psu fjosVsM

74) An imaginary line joining the intersection of cross-hairs to the optical centre of the objective and its continuation, is known as / ,d dkYifud

js[kk tks dzkl gs;j ds dks oLrq ds vfIVdy dsa vkSj mlds foLrkj dks tksM+rh gS] mls

dgk tkrk gS

A) horizontal axis / {kSfrt B) axis of telescope / VsyhLdksi C) axis of level tube / ysoy

Vwc

D) line of sight /

75) The chainages (m) and corresponding perpendicular offsets(m) taken from a chain line to an irregualr boundary 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). The area (m2) between the chain line and the irregular boundary by Simpson's rule is / ,d ls ,d vfu;fer lhek rd yh xbZ psust+l (m) vkSj yacor vQlsV(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 vuqlkj

vkSj 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 shear strain 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 / dBksjrk ekikad

77) Select the correct sequence of the treatments or methods which are generally given to treat raw water supplies. / vke rkSj ij ty vkiwfrZ dks djus ds fy, fd, tkus okys mipkj ;k fof/k ds lgh dze dk p;u djsaA

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

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

C) Filtration, sedimentation, coagulation, disinfection / ] volknu] tekoV] dhVk.kqkks/ku

D) Sedimentation, screening, disinfection, filtration, coagulation / volknu] ] dhVk.kqkks/ku] ] tekoV

78) If H=total supply head, hf=head lost due to friction in the pipe. Then efficiency of power transmission through pipe is / ;fn H=dqy izeq[k vkiwfrZ, 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 maximum deflection in a beam of length 'L' should not exceed / IS 800-2007 ds vuqlkj 'L' yackbZ ds che esa vf/kdre fo{ksiu fdlls vf/kd ugha gksuk

pkfg,\

A) L/250

B) L/80

C) L/325

D) L/360

80) The difference in level between the top of the bank and supply level in a canal is called as / ,d ugj ds fdukjs ds 'kh"kZ Lrj vkSj vkiwfrZ Lrj ds chp ds varj dks D;k dgk

tkrk gS\

A) Height of bank / B) Toe / Vks

C) Free board / Qzh cksMZ

D) Berm / ceZ

81) Strut is a / LVV (Vsd) D;k gS\

A) tension member / Vsa'ku esEcj

B) pin-jointed rigid frame / fiu&TokbafVM fjftM Qzse

C) compression member / dEizS'ku esEcj

D) bending member / cSfMax esEcj

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

A) to take bearing stress / fc;fjax LVSl dks

djus ds fy, B) to reduce the compressive stress /

laihMd ruko dks de djus ds fy,

C) to avoid buckling of web plate / osc IysV esa 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 vehicles that can pass a given point on a lane or roadway during one hour under prevailing roadway and traffic conditions, is known as /izzpfyr lM+d vkSj ;krk;kr fLFkfr ds rgr ,d ?kaVs ds nkSjku ysu ;k lM+d ij fn, x,

fcUnq dks ikj djusokys okguksa dh vf/kdre la[;k dks

D;k dgk tkrk gS\

A) Traffic density / ;krk;kr ?kuRo

B) Possible capacity / {kerk C) Traffic capacity / ;krk;kr {kerk

D) Basic capacity / vk/kkjHkwr {kerk

85) Shrinkage in a concrete occurs due to / dadzhV esa fldqM+u fdlds dkj.k gksrh gS\

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

B) usage of bad aggregates / [kjkc

dh iz;qfDr ls C) loss of moisture by evaporation /

ok"ihdj.k }kjk ueh dh ls D) loss of water in bleeding / CyhfMax esa ikuh

dh ls

86) Rapid curing cutback is produced by blending bitumen with / dks fdlds lkFk D;wfjax fufeZr gksrk gS\

A) kerosene / dsjkslhu

B) benzene / csathu

C) petrol / isVksy

D) diesel / Mhty

87) When HYSD bars are used in place of mild steel bars in a beam, the bond strength / tc HYSD ckj dk iz;ksx che esa e`nq

() LVhy cklZ ds LFkku ij fd;k tkrk gS] rc

A) become zero / 'kwU; gks tkrk gs

B) decreases / de gks tkrk gS

C) increases / c

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88) Generally purlins are placed at the panel points so as to avoid / vke rkSj ij iqjfyUl dks fdl ls cpus ds fy, iSuy IokbaV~l ij

j[kk tkrk gS\

A) shear force in rafter / jkVj esa vi:i.k cy ls

B) axial force in rafter / jkVj esa v{kh; cy ls

C) deflection of rafter / jkVj ds fo{ksiu ls

D) bending moment in rafter / jkVj esa cSafMx ewesaV ls

89) SFD and BMD represents effect of fixed load at all points. Influence line represents effect of moving load at / SFD vkSj BMD lHkh fcanwvksa ij fu/kkZfjr yksM ds

Hkko dk djrk gSA Hkko () js[kk fdl ij xfreku yksM ds izHkko dk 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 rgr

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

90) What are the corrections applied in hydrometer analysis for a soil sample? / ,d feh ds uewus ds fy, gkbMksehVj fo'ys"k.k esa fdl

lq/kkj dks ykxw fd;k tkrk gS\

A) Meniscus correction is subtractive and dispersing agent correction is additive / uopanzd esfuldl lq/kkj dks gVk;k

tkrk gS vkSj ikjxE; ,tsaV lq/kkj gS B) Meniscus correction is additive and

dispersing agent correction is subtractive / uopanzd esfuldl lq/kkj gS vkSj ikjxE; ,tsaV lq/kkj dks fn;k tkrk gS

C) Both meniscus correction and dispersing agent correction are subtractive / uopanzd esfuldl vkSj

ikjxE; ,tsaV nksuksa ds lq/kkj dks fn;k tkrk gS D) Both meniscus correction and

dispersing agent correction are additive / uopanzd esfuldl ds lq/kkj

vkSj ds lq/kkj nksuksa gS

91) What is the dimension of the dynamic viscosity ()? / xfr'khy dk vk;ke D;k gS\

A) M-1L-1 T-1

B) MLT-2

C) ML-1T-2

D) ML-1T-1

92) The Laceys theory is applicable to the channels in / fdl ekeys esa yslh dk fl)kar pSuyksa ij ykxw gksrk gS\

A) Permanent regime / esa B) True regime only / dsoy esa C) Final regime only / dsoy esa D) True regime and final regime

/ vkSj esa

93) What is the direction of total liquid pressure on submerged surface? / tyeXu lrg ij rjy ds dqy ncko dh fn'kk D;k gksrh gS\

A) Inclined 450 to the surface / lrg ds fy, 45

0 >qdk gqvk

B) Inclined 300 to the surface / lrg ds fy, 30

0 >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 primarily a means of / ysxwfuax dh f;k eq[; :i

ls fdldk lk/ku gS\

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

Set Id : 26159_7

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100) The wetted perimeter P of a stable channel is proportional to ( where, Q = discharge) / ,d fLFkj pSuy dk osfVM ifjf/k P

fdlds vkuqikfrd gS\ tgka] Q fuoZgu

A) 1/Q

B) Q

C) Q2

D) Q

101) According to Khosla theory of independent variable for seepage below a hydraulic structure, in the absence of a downstream sheet pile, the exit gradient is / [kkslyk ds Lora= pj ds fl)kar ds vuqlkj] gkbMksfyd lajpuk ds uhpys fjlko ds

fy, MkmuLVhe dh vuqifLFkfr esa] 'khV ikby dk

xzsfM,aV gS

A) 4

B) 1

C)

D) 0

102) A 100m tape is suspended between the ends under a pull of 200N. The weight of the tape is 30N. The correction for sag will be / ,d 100 ehVj Vsi

dks 200N ds ,d iqy ds uhps fljksa ds chp fuyafcr

fd;k x;k gSA Vsi dk otu 30N gSA 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 to a 32 hectare field, for 4 hours. Soil probing after the irrigation indicates that

0.3 meters of water has been stored in the root zone. The water application efficiency is / 4 ?kaVs ds fy,] 10 D;wesDl ty dks ,d 32 gsDVs;j [ksrksa dks fn;k tkrk gSA flapkbZ ds ckn

e`nk dh tkap nkkZrh gS fd 0-3 ehVj ty tM+ {ks= esa

HkaMkfjr gSA ty vkosnu fdruh gksxh\

A) 26.67%

B) 66.67%

C) 33.33%

D) 96.67%

104) A direct-runoff hydrograph due to an isolated storm was triangular in shape with a base of 60h and a peak of 100 m3/s. If the catchment area is 500 km2, the effective rainfall of the storm is / ,dkadh rwQku ds dkj.k - 60h vk/kkj vkSj 100 eh3/lsdaM kh"kZ ds lkFk f=dks.kh; FkkA ;fn tyxzg.k {ks= 500 fdeh

2 gS] rks

rwQku dh Hkkoh 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 material for damp proofing is / MSEi izwfQax ds fy, lcls lkekU; ;q lkexzh gS

A) bitumen / B) paraffin wax / iSjkfQu oSDl

C) cement solution / lhesaV D) cement mortar / lhesaV eksVkZj

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106) The sewer pipes have to be designed and checked for / lhoj ikbi dks

fdlds fy, vkSj tkapk tkrk gS\

A) only maximum flow / dsoy vf/kdre okg ds fy,

B) average flow / vkSlr okg ds fy,

C) both maximum and minimum flow / nksuksa vf/kdre vkSj U;wure okg ds fy,

D) only minimum flow / dsoy U;wure okg ds fy,

107) The diameter of the collecting area for the standard Symon's type rain gauge is / ekud lk;eu dkj 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 water supply distribution system, for an irregularly grown town, is / ,d vfu;fer

rjhds ls 'kgj ds fy, ty vkiwfrZ forj.k .kkyh ds fy, mi;q ysvkmV () 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 section as per Kennedy's consideration is a / dSusMh ds fopkj ds vuqlkj] pSuy [kaM dk vkdkj gksrk

gS

A) Rectangular section / vk;rkdkj vuqHkkx

B) Semi-elliptical section / vnZ~/k vaMkdkj vuqHkkx

C) Elliptical section / v.Mkdkj vuqHkkx

D) Trapezoidal section / leyackdkj vuqHkkx

110) Bacteria which can survive with and without free oxygen, is known as / ml thok.kq dks D;k dgk tkrk gS tks eq vDlhtu

ds lkFk ;k mlds fcu thfor jg ldrk gS

A) facultative anaerobe / vok;qthoh;

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

D) non-pathogenic / xSj&jksxtud

111) The deflection at the free end of a cantilever beam of span 'L' and flexural rigidity EI subjected to UDL(w / unit run) is / UDL(w/bdkbZ ju) ds v/khu LiSu 'L' vkSj

vkueuh dBksjrk EI ds daVhyhoj che ds eqDr fljs ij fo{ksi.k gS

A) wL2/2EI

B) wL3/3EI

C) wL4/8EI

D) wL3/6EI

112) The amount of oxygen consumed by sewage from an oxidising agent like potassium dichromate is termed as / iksVsf'k;e MkbZksesV tSls vDlhdj.k ,tsaV ls lhost

}kjk miHkqDr vDlhtu dh ek=k dks fdl :i esa

lanfHkZr fd;k tkrk gS\

A) COD

B) TOD

C) DO

D) BOD

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113) Freeman formula for estimating the fire demand (Q) in litres per minute is given by / fr feuV yhVj esa QkW;j fMekaM (Q) ds vkdyu ds fy, heSu }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 involves chlorination beyond break point chlorination, is known as / og f;k ftlesa czsd IokbaV Dyksjhusku ls ijs Dyksjhusku 'kkfey gS] mls

fdl uke ls tkuk tkrk gS\

A) post chlorination / iksLV Dyksfjus'ku

B) prechlorination / izh Dyksfjus'ku

C) dechlorination / MhDyksfjus'ku

D) super chlorination / lqij Dyksfjus'ku

115) Aggrading rivers are / ufn;ka D;k gksrh gSa\

A) silting rivers / ufn;ka B) meandering rivers / ufn;ka C) river regime / D) scouring rivers / ufn;ka

116) Which type of failure occurs in deep footing in case of soils of low compressibility? / fuEu laihM~;rk okyh feh ds ekeys esa] xgjkbZ esa tkus ls fdl izdkj dh foQyrk dk

lkeuk djuk iM+rk gS\

A) Bending failure / csafMax foQyrk

B) Punching shear failure / iafpax fk;j foQyrk

C) Local shear failure / LFkkuh; fk;j foQyrk

D) General shear failure / tujy fk;j foQyrk

117) SSD (Stopping sight distance) for two way traffic, with single lane, and SD(stopping distance), are correlated by the relation / flaxy ysu ds lkFk] nks rjQk

;krk;kr ds fy, SSD LVkWfiax lkbV fMLVsal vkSj

SD LVkfiax fMLVsal dks fdl lEca/k ls lglacf)r fd;k x;k gSa\

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 ikfdZax* dks bafxr djus okyk jksM+ lkbu gS

A) Warning sign / psrkouh ladsr

B) Stop sign / Bgjko ladsr

C) Informatory Sign / lwpuk ladsr

D) Mandatory sign / ladsr

119) Equivalent factor of passenger car unit (PCU) for vehicles like motor-cycle, and scooter is / eksVj lkbfdy vkSj LdwVj tSls

okguksa ds fy,;k=h dkj bdkbZ (PCU) dk lerqY; dkjd gS

A) 1.5

B) 1

C) 0.5

D) 3

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

A) does not consider the strength characteristics of subgrade soil / miJs.kh e`nk ds 'kfDr xq.kksa ij fopkj ugha djrk

gS

B) does not give the thickness of individual layers / vyx&vyx ijrksa dh eksVkbZ ugh nsrh gS

C) gives the total thickness which remains the same irrespective of the quality of material used in the component layers / dqy eksVkbZ nsrh gS tks ?kVd ijrksa esa ;q lkexzh dh xq.kokk ij /;ku

fn, fcuk leku jgrh gS

D) is a complex method and gives the total thickness which is variable with the change in the material used in the component layers / dfBu fof/k gS vkSj ;g dqy eksVkbZ nsrh gS tks ?kVd ijrksa esa ;q

lkexzh esa ifjorZu ds lkFk izorZuh; gS

Set Id : 26159_7

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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. Nullified

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. C

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. B

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. Nullified

118. D

119. C

120. C