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'
'
! •lf I .,
CIVIl. II!!II\IGII\IIIi!li!RII\IG
Cuns1der the tOIIo"mg >l!llem,,ms
Coars~-~ramed 'ml' ha>mg I'm~' t<75p on SO/e) ~Ch>Ccn ~%and 15'!·;, ha> e ..1 Ju!d "ml>ol accu!<.llu.~ lu IS Code fo1 sod classificmlc'll
2 AI hqu1d hmit. all ouJb h~~~ th~ 'ame she~ring strenP,rh
J Lu"~' (be ohnuhge luml. gr~alt\1 ;, lhe ,-olume d1nnge in ~ sml >lith change 111 1mter am tent
or these statements
a. 1 and 1 are con c~-;
b I and 3 are correc1
c. 2 w1d J "'"' correct d I_ 2 nnd :1 are corr<'tt
Wl11d1 of the foil<>""'·~ IIUI·C an intlucu<:~ on lh~ nlu~ nl permeahiiny·•
\'n1d •min
' Dcgr ;x, of ;;nturallon
' l're"u'~ heaJ
' Gmin ~;,~
~clccl lhc rorr<::el
g" "' 1 bel<•ll
" I~Md4 b 1.2and3
' 2.3 anJ ~
J. 1.3 anJ 4 r.btch r ~nd <eled "'
LOikfS
alfw1dl1ne
( nmpacnon of c.->hesi1 ~ ~ml
' (' nmpact1nn nf gramJiur <flli
' Ma'-<lll\Uil df\ deJl'il\V
' Rdati\e den"'''
' 11!11% <aturntwn
' " c
,,
'
b
' J
' ;
;\ L2 111 layer nt soil is up~>ard seep age h..ad of war>~ sand ,~ laid abo' attam a factor of ,.,.r piping Both th~ >Ill the same l'alues
«id"'- the lnllm,ing stnt~mcnls regardmg lln\\nel '"I"''<L'flnng llm\ thrcetgh a ;o•l belc•" a cone• ~'1~ Jam. L The llil" net Will nill alter tf lhe le1 el
of""~" "" " r"""'l 2. n,., 11<mnel >HII nul alter 11" lh~ wd
medium" altered
3. n,, 11u"""' 1wuld nut dler ,[ "" etpslream illld downsheam \\·ateJ k>ds H-ere rn h~ Interchanged
Of these statement>
a 1 ~ml2 "-'" <;Orrect
h I Jn:l 3 are wrrect
c 2 ond 3 ar~ correct
d L2 llild 3 ''"' cnrrcct
In a ilc""'"' doa)!oam. ih~ leJi_~lh or the no" liM i" 1he last square 1s Zm the toml head lms i< I Hm and the 11umh~r nf ~ui~U!J<d Jrup' is IZ.
The \alue C>f e~1t grad1en1 "
a_ 10 33
b "7~
~ U3
d 3 on A ""I '~mpl• hJ.' 28g of><nl snlid,, 10 cu em of \mJ> '!g of \\al~r :mrt 'P~~olic www.examrace.com
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gra,·ity of soil grmns of 2 7 consider the fnlln"'i ng smtemenrs ;, thi' regard·
The 'Wlltcr mll1<>111 is ~ .' 2K y IIlii%
,, De_~occ· ,,r ;aturatiun i~ , 100
I f), 2 7
OJ" these ;tatcmcnts
' 2 and J are correct
b 2, 1 and 4 are c·<Jrrect
' ' l -~'•d -1 are Nrr•ct
d Z ~nd 4 arc c011 c-:ct
~- (j,ventha\foo a sand sample
,,
' "
"
criti<:al void ratio~ 0 50 initial ;oi~ ratiou <Ja If th~ '~"d ;arnplc is <ubjl'<:lc<i lu continued •heor, its \'oiumc wdl
a lnl'r~a><e
b. 0C<:IC~Se
c Not chan!?"
d lnirintly increa.<e and thffi de~-rease
,\ dear dry 'i-1lld &.lmple
direct 'hear test:~·· !Th~;• ::~·:~~ &h(:JJ st• es~ a\ ' il kNlon' lbcmwk ·1 the ~~nd wilt he
• b.
' d
,\ T1
h
' d
2'i
35
·I:' 55°
""" llf ' d ·'} "I em. The faih.u-e wain \Lll"onlincd compr<!SS~On
"''"'"'" nrea of rhc <Ample at
20 s~ em
2'i sq em
30 "4 em
12
The g•ven f1gure shm"' J;<rophi~al um>lrlKLmn pw:mnc ti b the ~ngk llf The canh p•c%u•X' li 1,
' AB b "' ' BD d "' at an angk of
nro•lhJvin~til~ c 15kNim';
-IMNim' Taylor'>
" 0_()41o if a factor of
' re.pect to cohesi"nl of I 5 i; , tlten the ;ate het!!,ltt oi' Ute ~lope
' ~5_8 m
b 19 I m
' 172m
d II 'im
(on,i~ror tile follov,inp sTaTemenT\ reg.1rding rhe pn ncorl e 0f e-ffec11ve We«
I Cnnroct mess lletw~n <oil grain< is called the effective >tress his n(Y( po<siblc l(l physicolly m~a,.m: the efre~li>e ;tre>'
Th~ equat•(ln n 17 _., rs 1101 >1ri~tlv aprlicahlc t(l" po11i•lly satur.tcd <f'il
Of these stmeme11ts
" C"nd_!~'"~on~el
b. I iind 2 a1 e OOJrCCl
c I and 3 are correcT
d_ I. 2 and J nrc wrrect
14 When lh~ pmnary consoloctAtwn proccs> on d .<<1il is ~nmplete then
,, 'fhe bydro~wic pres~ure will he~.nrn~
zera
b_ Tile excess pore water prcswrc will hecomemm www.examrace.com
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15
c. Both (Jw hydl<!>la~~ and cxc~ss po<c ""t~r pre"'"" will hocome 7ero
d The effective <n~s.• "illl,.,wmc Jcm
I~ Lnder a gi•en load. a clay laYer attains lil% ctcgrcc nf c;nmnlidarinll in l()(l ctays llte time tak~n by the s~me clay layer to ~ttao n 60"·0 degree of consoil<Iatoun wi II t>e
" 1600 ilily>
h 81)0 day<
' 4''0 dny>
d 2110 dnn
M<i!ch Li>t l v,tth Lt~t II llt• the fPvcn d1ngrnm and select the co•rect onewer ming the cndes gi\·en heimv
' I. !
' ' ' -< ~ '::::___---~-
Li" 1 (T;•t•• nf!letilomcnl)
A. l>nmcdiaOC scnkmcnl
B. l'nmary ~tmst>lidation
C. Secondary compression
D
' • b ' J
J '
D
' ' ' '
< lm ".LTfa~~ fo<.lllng in a ~~lllrated soil with dJ.. _(I' lias the ultim~1e
bearing capacity 4q the ul1imore hearing capacil)· af a su•tace footing of di men~t~r.s lm ' :;m on the same soli will be
" 4q.' ;
b <1q
' 4<JCO~ I ti ')
' -tq sin 'fl!3)
20
_, .,f i •
A ~"' thocl.. depoSit or 1111 w~•ght'"" 15 kNim' i< placed over ~ Iorge are~ -\ccunling to"""' mark ~hall, th~ inc'""'" "' ce111cal s11e1s at lm dep!l1 below the ~n:;c nf the fill i' .l•l kN rm'
The JnCf\Oa~C HI >'ClUC.aJ SUC35 a\ :m dcptll w:ll he
' Jll kNim'
b l5kN-'m1
' 7 5kN!m'
0 60 kNim1
Fric"tinn piles are most
a Softd~~s
c.
' d
I _ i< prefened fl11' a ! · becau<e
"""'"''So w~ll cap io easy Oblnng ~h~pe<l wells n.-~ most difticulr m tC.~n<mKt
A fullo ~0'"1"-~lialcd lilf< fnundMir•n for a building i~ a J)csig:ncd "'"very ,;g:id raft
b DeSJ gncd "' a com pi ..rely tl~~; l•lc raft
c Sud• rha: tht• ... crr.;ln L>( the c'ca•·~tcd "'il is equal tn the load due tn the htnldong
d Suppmted by piles of shon len~h
22 ~or" damped vibrnti~g system \>illh 11ngl~ degree of freedom_ raonJnce occurs at a li-.:~uency ra~(\ or
' b c c I .~ss tbn
d. Gtcatc• than I
At a 'ite having a deposit of Jry ~andv soil, "" average soil of stondard renetrMiom re<~stnnce N e~unl 1:0 I> w~>
recorded The campacme" of the '"il d~posit can he de~cribed as
' VerylM<e
b Dense
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lb
27.
28.
d. Loo•c
l1te main plate of a tramit 0; divided i~to 10~0 equal divi>ions 611 di1·i•ions of the vem"''"f oomc1de exactly will! ~~' diYteions of tile ~tain plate. The lea't count jin ,.~onds) of ~w t!anSJt i•
' ' h Ill c. 15
d. 20
..1. len• oo a coml:in•tion of !em"' in whioh
no spheri~al ahen·ation e:<iste. is •aid to ~e
' Aohromatic
b. Ahallatic
c Aplantic ,, .-\naol1grratic
Ihc Sldc' ol a rectangle arc (12tlll.tl5 m) anJ (180" 0.061 m. The pn-habl~ c"ror m the area will be
' b.
c
"
' b.
c
'
b
c
d.
Ll6~sqm
·clVSsqm
+16.2sqm
' " Jj •q m
"' " 21.5
/eoo
1';011-1';11
AF :0<501•
AI!
250 15110
.-F
- E)
mcasunng a Till: pull
'11·~ (the
30.
31.
'i<Jfll I\ lean'~" :~vd cit any pl""" i• the"' c"Tagc da:um of lhc hourly hdc hcighls •Jbsor.-ccl '" :r a pcuod ,,f nearly
' J \·ea..,
b. 10 ycacs
'· 20 )"CUCB ,, 50 vea"'l<
Excavalwn 10 to he nadc foe a mcasucing 20 m .ong. 12 m hollom •mel 2 m dc~-p. The . to be- 1- 1 an<llhe lop to I ground "Inch is p~c pmmuidol f cxcuv,tion will b\f'~
a. 610.33rn;
b
or a plant metor
oflh~ hacing arm
J10s of ~1e anchor arm
- di''"""~ b"l"c"<.'Tl lh~ wllcr anJ hinge
If the "'h""1 ic be)ond the hinge. then tho area of ?ern circle will he
a. >r(L' 2a£·R'j
b ;c(/.1 -laJ.-111)
c >r(L'- a!.- 11-)
d. >r(L' aL-R")
For a ;ight inclined 1t O"with the horiw~tal aml U1c stair hd<l normal to the lmc o: Sight hdd normal lo U1c lwc ot sight. The >l~il rnWr<.:opt is S. tho
horizmlal d.stancc D bctwocn tho l•choruclcr aUachccl \•ith an analyhc kn;
dHJ U10 ot,JT "dhuu "'Ill._ "'l""ltu (oth" oymbols have the um•ll meanings)
a. kScostJ, ,";intJ
h. kSsmfJ' rcootJ
c (k3-c)crnO,rsinU
d (k3-c"jsinO,,.rx·siJ
3.'. The error< tn line.ar a~d angular measu..,monts for a ine of lengtl• : are re•pec:i,·ely C1 and c, the Bov· ditch'< princi1'k of adjmtin~ o tr:r•·~r•o
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d
. I (I "'I_J/ wn<IC. ~- -Ji
('1
x ,[jam/(, x -Jr c, "r 1i <11/d c. y -Ji
I . I II ' I 1 X Ji aJU : Y. .Ji
:VImch List I with l.i"t 11 and <elect the
correc\ amwer:
Li•t I (Nam«)
'\ ~oning rod
1::1 loavdl11_1_<wd
C. Sight rad~
D B&rter board>
List II . '; I ~
<'·f - ,. : I
.I
d
D
' )
\htch liM ll~kmcnto of" s1mpk Cllculao curve) with Li<t II (Dentition') and •elect rhc cmrect answer·
l.i!l I A Verte~
B. Lin;g chonl
n
'of , '
D E:>;ternal llt<tanc~
List II I The hne jmning the p~im of cmvarure
aud point vt"Tang~'nuy
2 !lack tangent and forv..·ard tangent
wh1<11 ~~t•ndcd inW10cct at thi" point
J_ Di>ldu~e betw..,n the or I ung ehvnl and mill-pol nt
4. Di>ldn~e l and
5. Di~tancc bct-.vccn
and miedl''"'
' b 5
5
c rollov.in~ basic c• twria ol" a
equal to the radim of the ~ircular <:IJr\'e at it.<
uncti"" with the stmi!'hl
The rate r>f increa'e r>f curvature alrmg
the tramitiLm curve ehould be c4ual to the late of 1 ncrcasc of super ci<n:ation
.1 It slwuld be tang~'lllltll lu th~ sltatghl bnc and meet the ciocula• ctu>c v.,[j]o
the ""'"' md1m a' that of the circl!lar curoe
Ofthe<e stmement<
a 2 alone i" correct
b I and >arc correct
,, ldnd_laiCCU!l'Cl'l
d. I. 2 and} are cvneo!
It i' rr"''"""" m in"'m a circular cun:e of radiu> 300 m woth a cubic paoabola of length 90 m at each end The detlectton angle hetwcen the -;traights " 4D" The shift of the curve is
a I 125m
b o 7'i m ,, <I 'ib2.\ m
d. 0225m
""'en rbat for a triangulation "'"'"Y D- distance in km
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H - th~ visible lwr"on li-om " •lalwn of kno"n ckqtion a'JoW the datu:n jin mdrco)
]0 dtere " ro ob•truction dne to inte!'·eni~g b"'ound_ tl1on his equal to
"· 0.6735 D' b. 6.735D'
"- 01161~5 li
d. o.oon3s o" l-or <oh~ng a right-angled astronomical triangk :~P:l. oight- angl~d •I :;, tho ['d1>
of tho '\ apier circle are to he fi led un 1g the folio" ing elements:
L Complementoftltea;gleSZ:'
2. Compkrncnlofthco"lcZP
3_ '!he •ide• PS and /.S
4. Compkm~ntofth~ •~gl~ Zf'~
!he co,ect <equence of filling up the<e
clcrncnls is.
' 3.1.4.2
b. 3.1.2.4 c L\24
''· U.4.2
\btdo Liot : Wttlo L"t II owl >dcd cornxt an''' cr:
List I , "
" C. Star•thori?on
D. Star ·"· """""!"'"'" Li•t II
'
point wh.,·e from "'
* hd"e~n the ll1ghl of photography m
" pr.,no'>tldio•u ,.. front nodal pn.nt
photograph.
' The poim "! which the bu;ector or the :o~gk of tilt mcd• the photogmpk-r.
' B c D
"· ' ' 2 ' b. 1 ' 2 3
c ' 1 2
d. 1 ' 3 2
41.
42.
4'
buf II
The l•tiluclc Md longitude ol point \1 ;, 311' N and 15° :,; the lal!tudc ancl longilu<k: nf point N ;, 20° ~ and 25'E. 1\[-.: ,,u b. gi'-~" ·,,
a. eoo60'~oo70', "in60'"in70'co" t0°
b -wsNl" <·n,7(1° +-in 6T' .;in 70' co.w-1/_l"
" ""' 60' cos 70' sin 60' ""' 70' · l\latcl:t List I w1th L"t II w1\ .\mal photogmmmcl'} "" ~o=~l ''""'-"' "-'mg th~ below:
' ' fo--m~J botweon rl1o flight
th~ edges of photogr:oph n Ute of l11ght.
h"1"" of lhc •cro pla~c to oky on llw proddcrmincd il1gill line
'1 The p~iM~ v,h""" > r~rl'en.-!i,,nhr
dropped f-om the front nodal point ;tnkes the pho:ognph
' rhe point at whkl! the bi,ecmr of the '"'~1~ <>I" 1111 mcd' ·h~ pholnrrrphcr
A B c D
3 ' 3 ' b. ' 3 1 2
" .3 ' 2
" .1 ' ' (nvcn that:
:k>l~ ofth~ photo~oaph 5(• m~ 1 em
oiLC of phologmph 13 em IS em pcccentagc k•ngitu<lin:ol uvcrlap 60
pe--centag< •ide overlar the
eo,·ercd llrea 108 "'! knt
lhe re~ui1·od number of photographe"' will be
a. 200 b 401)
c. 501)
d. 600 www.examrace.com
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45
Air b•<~ R pholog1aplll~ b"'~ b. !lyir1g bc1gh! H •md th~ fOcal k1glh f of a ''-The"! photogra~h aru rclakd as
b.
0
d.
B = bj u
R = h
B = b
' H'-
f.
' !! ·.
jl huge• of two ol•jed• on ' p>i1· of photogra~hs ha•·e a j,a.-,llax differeoce of 1_g 111111 and m average rho to graph Oaee of 88 2 on. "_"be llYin~ hoieht is 400'1 m_ abo,-~ the ave.·age or~und lev~] "!be diffe.·enco in e)e\"ation ~of fue two ohjeot• "ould he
a. 40 m
b. Oll m
"- ~() "' d. ')() m
Tlw gi,en ob;cr\"cd "lulc lmvccsing \nih a com pas ·
Line FB BB AB ~5°45" 226'10" 1\C w·:s· CD 20"43"
DA 32--1'--18"
BanJC])andA
of
b
cr th~ foll-m·ing llu1d>.
2. (·lvcerino
3. l\lola;scs
4. Stun~> of claj' in ·,,·ater
5. hcroscnc
.\mong ihc<e non-Ncwt<•ni•m J1Ulds wodd indu1e·
o 7 .l. on.-1 'i
b. 2Jand4
48.
~- 1.3 and 4
d 1.4and5
I d II
!\latch Le<t I (l-mls) "'th L10t II (D1mc~sions)
am"cr.
List I
:!Rd
A. P,·e.,u,-e Irten<it~·
B. Horse Power
C. Reyno d" :<umber
J)_ Specific \\eight
List II
' .lfl'L'I"
2. u;;'r' 3. .\-IL'l-'
' " 2
" '
the
D
2 2
corrc~1
<lvn.,mic y)Scosi1y of a llu1d t' 0 . .1 potsu and 1ls ,pcc!ltc gt:l\"lt\ " 0.5. 1 he kin~m•h~o '"'"""'ily of !hi' fluid (in otckc" "
" 0.25 b 0.5
' l.C
' j_~
~lal~h J.i.,t I "'~' J.O.L II ""d ,d~~- Lho co--rect an•wer:
I.is1 I (Fluid properl)) A. Compressibilit;;
B. G"'ih·
C. Vi•cositY
D. Vapour pro,ure
List II (Flo"· ph~nomcnon) 1. Flow of O"c•l lluid l'a•t o ti11y •!'her.:;
' c" it .rum<
" H}draolic_,ump
' Flight •)f supenonic aircra.fl
A B c D
" ' " ' b. ' 3 ' 2
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5 i
52
5J.
d ' Constd~r tbe foll0\\1ng .<l3temem>
Th~ ~1<n\Ie oi' pre"'ur~ ;, •I way' ab<Jve the centroid of anv plane >Ul'merged
surt'~ce rhat i 1 ""' hm i 10111al
2 'I he mtnl force ncltng on a submerged pi '"e <urfu~e ;, the product of the areu
or the ~urf~~• and tlte pre>•ure "' the cmEit oitl of th~ plan" >UT fnc~
J The horizontal comptment of the resultant force on " curved smface is calculmed by hmi7<1ntally pmjecting
the >Uif~ce omo a horizontal plane and treating the prnjected "'"" "-< " >t<bm~tgcd horizontal plan~ stErfac~
4 rhe veJIEcal cump<.>mml ur tbrce 1.-"1 " curved <utface IS obtained h:r c.1lmlaring rhe weigln nf rhe liquid
ab"'" and beitw' the 'urface
Of these ;t.uement,
a I alone;, correct
b 2 alone is conwt
,. ~anti ; "'~ '""'"ct d I and 4 are correct
--.-.
" used ''' En an ~il prp~ A
The 'P~~itic IS (l X nnd tho! of
13 0 ThG ~quival~nr g.,ugo
7r, k\rm'
L1 _14 k'-..'m'
d. 15 00 k'-..'m'
A racing ~or "'ith a parTially filled ti.lel tanl m(I~>CS in the horrmntal dtiT<'i'"" ftt o umform acceleration equal to g lite free surface of rhe liquid fuel in the tank will
a"•ume a ol~pe l>f ~ ~uo
54
b. 34'
4''
J. 60'
.. , "
A multi-tube water up to level the li8ure " rotated at A. Th~ w•ler all he on
d A ~irde
b.
plate or dr8nwtcr d '' in water verTicolly. w that the
t pomt is Jml at the water •urtace_
"""l.r< ul'pr~"'"'~ un th~ plate will be the wM~r >llrfac.e M n dep-th of
'i<i/N
lldll6
" 2d.'3 d 3di4
Wh(;lt !l ship m(')Virtg "" <,cowarcr ~nrcrn ~ river dnd muve> i nlamL i I is expeo.;t~d ''-'
a Rise a httl~
il Sink ~ lrttlc
c Mamtain the ~-ame level of draft
J. Ri,;e '" ran d,p~ndin!' on wh~th<:J it i~' made of wocxl or steel
\lftldl I hi I Wllb I.T~I ll "Tid >el">'l IIW correct answer
List I
A Subnctg.od budv
11 rtoann:,-: body
C i\let ce"tric height
D l:luoyanc~
List U
l run;e on a (;Urved surt'ace
~ M<>ment ~r i"ertio
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5. c~nh~ ofbuc•yan~y
A B c D
"· ' 3 2 1
b. 2 3 4
c ' ; 2 4
d. 1 2 ; 4
'" \\'hich ""' o1 the following represents two.Jim•mional rotational flow"
> 1.=Y'V=-)'
b_ '· " 2 ' ' -·-~ --•_\' :\' --6xy
C. lo~_l .l'=X
59. \<'hich u.1" cf Uuo fUllu>'mg JMiL> 10 NOT corru.:tl)- m"lch~,l'?
a_ Energy equatioo : Flo" through a ,-enture metm
b. l:o\'l!atwm l'occc ~xcrtcd m ,, p1pc
"""" c. Fin" nd Flow thmurh rmm' ncdi"
d_ Free \'ortex : Flow of water in o wash basin
&0. The •·doo!t)-' compon~"Tlt' m a 2-D flow a m~ompro"i~k flu1d ar~ pv~~ b)cquatwm
u~2xv;··~a'·x'•1'1
The flow
• Satiefies ' ,, '
" Sati,fics not the
but
irml1tional ty the ccm:inu.tv
•dlisfy ~;~'"' oh" conjition or tl1e
List l (l'ilcnfimcnon)
A Rot,.tion' I J1ow
B. lmgational flow
('_ Singularities
D. Str~:omlir_c 'pacmg
Li't II (<nndition) L \ elocity 7em or 1nfinite
(,2_
6::_
9d D 2 Proporliom I to ' doc it_,·
3 Vorticity i• zc>ro
4. \'url!clt)· c~isls
A B ,. D
' ' ' 4 ' b. 4 3 2
' 4 .3 2
" 2 3
l\lotch LI,( ' witlo co--reel amwer:
A B ,. D
' ' 3 2 4
" 3 4 2
' ' ' ' ' 2 2 ' w_,ich one of the following •tatemen:o. on similitJde is correet''
a. To achieve dyoam_c oim1!arity bet" c~'ll the mJdd ami t1~ proWtypc. ·here n~"'l n-->t b< any gcomotnc simd"nty
b Foe kinematics similarity bctwc~, U1c mcdel and the prctot)pe. the ratios of fo1<:e• between the model and the prc•tot}pc •hould he tltc same
c Fo· d~t~amic "imilarity between model and pmtot1•pe in a compressible flm1 sy•tem_ the 1\ ebtr numbers mmt be the <arne
d. Foe dynanic 'imilaril}· Jd"c~'I! Ute mcdd :ond the protoh·pc, the ratw of lorccs mu't t>c the same
CcnSldcr he Jbllowing condihons
Fluid i> idoaL
1 Flow ",(c;oclv
_-, Fluid i• laminar www.examrace.com
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65.
-'· f:Juid is '~"wnian one flo\\ ts
ru,-hu lent.
5. Flo";, alnng J stremn!ine.
- f' f _. ' For - - ~ 1-- - consra,t, the ~ondirions
l 1? to be srqritled ~re
" ' 2 3"d .'\ ,, ' 3 nnd 4
' ' 3 ,..,~ ~
d. '· 3 ~"~ 5 The limit d t"e vohre< of the cneffrcien! of •Jro~h~r~~ vf •crrlm~ m~lcr i< bcl\YC~Jl a_ fl_filto 0.75
b_ 0_7(, ln 0.~0
c. lUll to 0.114
o.l. 0.95 I<> 0.99
66. ~l<~idr Liol I Hill' List !I ~"J so:k~l tire
"
Li>l I
.".. Mom~nt c1fmom~ntum e..JU•lio~
B. Bemo~lli's equati0n
C. Eu'er·'• equilTINt
Ll_ Hagen-Poisc"ille equntion
Li~t II
I. Eu,t,"tion IQ li"J ~"~''E." lo pipeline ha< ing laminar flo"
2. Euu•ticn c•[ muli~11
dim~nsionnl S::<mdo~f eal inc;tmpre.sihle r1ui
_!, J::qunticn 011 _ ~r·H,tion of
.,
B
' 3 ' 0. ' " ' 0 ; '
-· --
applicah!e
eqrr.1ti-~n ilf m"''"'' oi" ~unser\ati,>n ~f
,.j~al ond
c u
' \
I 4
4
•
l(loo'!?
The mc.mentum """""tio11 faLi~t· ~ fN triun~dur 'du~ily di"lributiu11 lc>r lh-'" Ltct\\OOJt pamllcl plates os shown 'n the ti~trre ;,
' 2.00
0 l.'i{)
' 1.33 d. 1.00
i)l\ \Vhiclr one M the folin'.,·in co.,..ctl;> matched?
70.
"· h_ C~ntinuity
'
dill'er<:mxe in "
d. 20
Match J.is1 I llith J.ist ll f~r different sla~ce> oi' tlcn\ in J pipelint.' ~"'1 wi<:<;L the c•Jm:ct ans"cr:
'\_ Lammor rlnn
R. ~mooth tur~ulenl Olo\\- (Re lei")
I' KN>ghtr.rbulentf,ow
Ll. Smoulh lurbul~nl nu" tlk lli')
Li•t II
\.
----------- --- ------'· [1- 0.8t21og(Re.J7}
3. /"'-&4-. ,, .J-. ---!;-t.i4-2iog(Roi'J ,,
' B c "· 3 ,, 0. ' 4
D
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'1.
r '
' ' ' ' ' d. ' ' ' Which me ,,r the ll·llo\iing stalcmcnts '" NOT correct"
"- Ch:ongc of llo11 properties •cr'-'!s the snrfo"" cf a shock wow ;, no"'tnolk
omooth :o~d continuo~'
b_ "\.onnal shock"'''""-' are wave.• ~mmal to th< dire~tion of flow
c. The ;hod. u; " Ycr-y smhkn ch.,ngc of lloul rrorc-rti'" occ11rrm~ m "'P'~'omc llow
d_ '!he wa,-e front ~mcuceJ lw a ;eedle pomt is •lwayo ~omcJI
C'omiU~1 lh~ follov.ing <ld~n~Til' m relation to dimen,ionless nun hers:
1. lncrl!a fur~c" "I"""' involvud in the c~pr<o;1oo of :onv dimcnoronk'lls JLWlllkl,
2_ \lieb01· number ;, signifioont in • flow
system \.itere viscous fm<Oe dominates
~- Mach number is sig:tificant in system where the flow C·>mpressible lluid
' flow '" of
4 Rc-vnuld• nomhc..- ;, 'ignific>nt "h both gm·. it} foroc Hnd l'iscou' prcdcorninak.
Uf these <tatements
"· 1 and 2 a" correct
b. I and 3 ace ~orrccl
10. 2 and"- a"'<l correct
d.
Sepa·atic11 unde·
grad1ent m the
gradient m the
pre>Sut·e gr.die;t in the ditecti•)n
of flu"
d. \· "'":'" nmgh ul'fao~
A••~dion (A)· Centroid of"" '"c" w!lll!c on the axis o: svmmdr.-. If it e.;;i;ts.
Rea"'m (R): Distance of centroid frr·m an~· axLe is gi>en by mo-nent o area rlfl·i.-!e<l h tm•l ,,..,,
a. JOolh A and R me true and R" the C•>rrcct cxpl•matwn o[" .\
7(>_
I I <>I l I b. Both /, ancl R arc lru:: but R " '-.:01'
the correct explanation of .\
c .-\is t111e hut R is fal•e
d. A IS bl'c l>ul R is true
As'><·rtiun (A): The bud.Iing load of columns io affected by the end conditiom.
Roa•on (R): The bucklin~ load ca~ be
inorea>ed b\" mcrea•ing the length of a cohmn
a. Both ,\ aml R arc
b Both A and
"' d.
two-hingod arch
'"rl'"'t<"l h~,., nf \ertical loading ',,,;,,,;,g moment
The arch resists the load by hnri7ontal c'nmpnneMt<
PP"'' re•d;oo, Both A :md R are lmc aml R i• the correct cxrlan:tlior. of,,
b Both A anJ IX aoo truo but R i> ·-.;()'] the con·ect explanation of A
~- A 10 true b11t Rio f•lsc
d .. \IS f:tl<C ~ul R i,, true
.\ssertion (A): 'l11e phenomenon of quid sand occw·" nostly in coareo eonds and grJ\·ds.
Reason (R): (luicksaJld conduon <~>C> not occur'" c:ay so1IO as therr cohcoion hol(l< the graim to~clh~r even under upw:ml llnw '" cril ical h y<:mulic l:'"<llonl
a. Both .\ nml R arc lmc aml R is the con eel cxrlan:tlior of A
b Both A and ll. are true but R ;, ·..;m the co11·cct explanation of A
~- .\."true but R ;, hls~
d /\.is falsel>ut R ;, "·ue
A"ertion (.\): ·11-te load-catning capacitv of a bored c:IS: in ;ilu pile m a sand soli il mu~h k» th<ll tlwl uf • lhl\ ~" ('il~ of simtbr dimcnswm.
Reason (R): _.', tlnvcn pik g~,cral<:o much more pom· bearing rcoisbncc th•tn a tore<l pile. www.examrace.com
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a Doth A and R are true and R is the ro=cr ~:xplanation o! A
b. Doth A and R a-e true but R is NOT tho correct o:planohon of A
c. AistrueburRisfalse
d. AisfalsebutRistrue
ilssr•·oimr (A): In oli"'"'""'""l "'"'lY""dimensionless nnmber' <an be expre,ed as ratios offorcos acring on a system_
Reason (R): In dimensional analysis. :Mach number is the mrio ofmertia tO reo to ei:L,bc fmce :n1d '""Y hr exJn"""eol :L'
"- kolh 1\ :mol R :He lme mHl R '"the correct explanation o!" A
b kolh 1\ :mol R :.-. bue lml R '" NiJT
the correct explanation of A
c 1\i"hueh111Ri"fal>e
d Ais!al>ebutRBtme
Ass.,.dou (A): The kmematic> VBOOS!I'; ol ~ lHlth :ur mHl w:~ter <leue.,,e, '" the
ter11per:llme mere"-'""- ~ llPa•nn (ll): The kmem8t1c' v"co<1K_ o liqnids and _gases at a _given ple,ouJe IS
fUnction of temperature. ~ a Both A and R are · h
con-ecr explanation """ "' b. Both A and R a:e
the correct'"'"""
' ,, m o sudden
flow is now rcwrsed_ the h:n~<ollml v..hich
:mol R :He lme mHl R '"the
onoc "~''"'"'" w'A a:e true but R is NOT
the correct explanation of A
c. A istmeburR isfaJ,e
ol 1\ i" fal<e hut R "hue
Ass.,.dou (A): Except m rhe cas~ of an overl~:ongi11~ chff, '""" cmil<liJr lme> c:nmol merge or intersect at a point on the lll"f'.
Rr""'"" (1-:): lnle~-<ecbml of tw<J cm1lom
lirtes meam one point on the smfa<Oe of the
J:o:fP earth will have two di:B:Oreur devalions. This" not po»ibk
a Doth A and R are true and R is the rorr«:1 ~:xplanmion o! A
b. Doth A and Rare true but R is NOT tho correct o:planohon of A
c. A is true burR is false
d. A is faJ,e but R is true
·'-••onion {A). T11e degree directly proportional to curw
Reason
is true
"NOT
each equal toP act on a body. acts itt north-east direction <l:ld in norrh-wut diroctwn_ Thcir
effect ""'Y he 11eul11dueol h} 11 llm<l force
actiflg m south direction with its magmll1de equal to
" ?.fi
' ./2?
' r' l..fi.
" "'
,,c---
' ' A rod AB ofwei,;br W '"iu equilibrium. Its centre of gravity d!\id<"S it mto tv.:o pm1nn~< <Jf [.,,_~!1'" p :mol 'I /1. "lr111~ <Jf
length I is tied to irs ends and the strirt.;er is slung over a small ffilooth peg 0 such thm ·:::A =.t,OB = y md .t 1 y = 1 "' sbo"n 111 fi~ure_ lloe lir1e llf :~d11111 CO of W
makirtg an_gles a and () would be suclt
<hm
a a>() www.examrace.com
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88.
h a~ JJ c {f7p d Tlte r0d w11l nm IX' in eqU1lihrmm ""
the peg ;, snw<>lh
A lamp ul' weight W ~ 100): tS '"PP'Jf!<:cl h~ 1"0 ,,a~lcs CA and U:l a, ;ltov.n in the tigtne The equatinn fm cahle <y<rem 1< gt~en h}
~ T 2 +I l'l ={) . ' . ./4563 ' ../DlJ
b. 1: ,sma-'1:.1,,m/J+I00={)
c 1. ,_(3 ~)\Blrl -I\IIJI15)
d ?:,(3S)sinu-100(i.S)
sail in~ ca<l "ilh n sp.:cU ul" passes a ccllo'n poinl Oa1 noon. "
•h•r R Sllihng nmrh at the s~me of20 kn1 h pJ>se> !he san1e point 0
m 2 p.m. Th~ shm1cst Ui,tanc" m km between them would be
" 2\) i .Ji
" ~-··
" 10
' 20,/i.
' 4U,/2
13<)f:"' A "heel ofdwme1cr 2: m to; rolhng "tthout shp <m a hnm,ntal <nrt:,., The in>l"nlancouo vduc1ty ur the c~nlrc ul' the whc,-1 is I m/;; a11d the rotauon " 4 IJdl;;_ Tho mstanhutenus l'elncity ~f ti"tc pnmr nf wntaot or !he wheel wi1h lhe ~urfftcc would be
a. Zcru h_ lmls
c 1 mio
d_ 4mls
<L If the " !0 tn/s' anJ bdv.ccn tabk the mnxinmm
the rahle wdl he
c\ and !l an: 5(l m apart nn an iuclon<Od IHIIJJack ha• "'!;!.a >i<Jpc <•I' I 1u 5. A tar of lllMS !Ollll kg d<'SCCnds !Tom A rn R The oar "ith " <eiCJcity of 2[1 mis m :\ io brought to ''"'I •I [I by a IUr~~. IJ'th a<'C~kralion due to l>m,·il} ,~ lllm/s1. tl1cn tl1e totnl energ} de~m)~d hk the fmec will
"' ' l,t(J'J ,, J" 10' J
' ' 5, ID'J
" 2 5~111'.!
·\ 'Jlhcre imprnge' directly "" Hnnlher sphere of ;ame mas> at resL If !be wcmcocnt or rcshtnllull ,, lmiL thc11 lhcu ·~lodries nrter 1n1pnc<t "'II 1:\.o in the rutlo
"' " l . 2 ,, " ' ' 3:1
' u 9J A cin:ular disk and a cin:ular ring have the
s3me <ad"'; an\J mass II' the mom~ms \II" i11Ctli3 nf lhc diS' Hfld ti'll> alM>III 1\S diumeternre re~peclivel;- 1, and l• 1hen
d I, =21. www.examrace.com
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<15
97
b b, - ;,
' b, <_ i,
0 ;, ' ;, A p~r11cl~ '-' ""~clllHlg ,,mpl~ hanfinnic lll<Jt!ou of amplitude iJ. ·n,c di>placcmcm ti·mn the m~an pos1t1on at wiH~h tk cncrr:; will be hnlf k•nctK and h,llf [XJientiaL i~
"- /j '-./i b. i'i : 2
' ,j~li
d 2~-
•\ f, 5 kg ~phere mmlmmeil to mn\·e •lnng Ii icL<<>IIkSs ~,rmdcs. llln>c' at a ,p.:cd ul" -1 mo toward~ a 26 kg block restmg af','lm>t n buffer 1pring ;.,_,,,;,g that there ;, no h,, "f ,m..,-gy at impacl. th~ final •elodtJe:> C>f "phere and I> loci.. re~pect•vely Y..tllh~
a. zero and zen.' b -2 ·1 m.'> and 1.6 m.•' c. l 6nv·s <llld 2 -lm'>
ti Nm rtetem1inahle a' the stiffness nfrh l:m1Ter opnng '" 1101 gl>t:JJ
\-laTch 1101 J \\llh l.J<( II
D
b ' ' ' ' ' ' ' d 1 ' 3 ,.\,_;um~ that Ymm!'' nm<iulu' .,r st~el 1<
m;.-,, thnt nf bras; T"o bar-s nf b•a;s ~~~~ a har of steel (\f equ~l cr~ss->~ct•on form a
98
'"
l..l 01" I?
smgle ten>IO!l member 'nth the help of ""-"d pins 'shmvn in the fi~"''"
The ;he"r in rhe pin will he
a 0 2:\ P
lJ 0~1'
(_ 0.>3 p d_ 0,11'
"W>H'--·CJ·
~-------
_, A "mply snppmt~J b<Jam Mlh <XJHMI
ovcrba!l~ on t>otll Sides IS loaded as ;hown in the fi!!UI"t'_ If the hendinr momenl m mid .<pan is z"m, th~n the pen:enll!g:e '""'hang un each S>de ~<ill be
' '·' 3 h 25
' :>n d. " IIJ(I_ ~or a malCJial "llirh " ''~'f) stnHlg m Co1mpre,Sil'll nnd •·cr_.: "'C"~ ;n tcn:;io11. 1hc irle"l ;IJ"pe of the crn;~-;ection lo re<~<l
bending nhmlent will b~ lei www.examrace.com
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II) I
" 1-<ecuon
b l ir~ul•r
'· ]-,c'<:lim;
' H~~tanglllar
ihsuming tlwt ~onnet~ \\ill nnt ta~e ~ny ren,inn, wh1ch one of the thllov.ing: <hear b\1\;~S dEaf,l!a<US illl the l~lllt<or~~cl COIIC1d-'
re,ianglllllr seciEl'll sho»11 En JJgurc (I) 15 mrrec!'1
-]··· -
., , ___ ""'7
,------T•'", I
102 Match u,t I "ith List lJ •ml sdcct the conwt ans;.el. Li•t I (Deam/Cnlumn and lo>ading)
i\ l't"O]lpeti .;nmile\·Cr he<m llnder nEirl
poinll<mdmg
B. Fi~cd under d"lrlhutt·U lva.l
C. Fi~cd bi::«m "'bjcct~d tu a 1
nud·po.,tl
D. Simpl)- .>upp<!n<XI ~olumn e<:cenmc lond man i I -,
Li'l II (Numt>t.r nf nHure)
I""
I>
3
.". 6-met1~ long un.tOtm oant•l"""' 1-.eam carrie~ !t ln;~<l r>f l( to"~' untfonnly dbtnhulcd o•er its "hole l~ngth It the n~" cud ol'thc cant•k<·<:r" w b<: propp:.'<l 11p to •he k<d <)[ rh~ fi.•ed "nJ, rh1m rhe
f"'"" (in tones 1 r~guiretl at 1he pmp will he
n _l
,, '
d_ g
\04. 'WI11~h unc ufllic IUiluwmg rcpEcocnG the ,cc>L"rccl mllucn,·.c li"'' fOE bcnd1n~ m~v~m~nt ut rninl r' fnr the h~"m ;l><wn in tlgur~{!J?
I 05.
I 011
,,,,
"''
.. ;
" .,
' ---1
thru>t ~~ uuv oWtiml ol' the the component e>f 111\et:l('hnr
· on the <ecti''" al<1ng !he umg~nt ccuU~ line uflltc <Uch.
radi"l shear at any ;;eel'"" "f tile •rch " the c·mnptHI\111 uf the Hllcra-:tinr; foa·c; em the scctlOit ~long the nmmnl tn the -"'lltre lm~ nf the Jrcb.
_,_ ·n,~ inter"~Pl h~w~en a given arch and th~ liu~ar :udi ~\ ~ """~<Jll " proportton"l to tiK bcndmi' moment at the .<ection_
IJI th~se ;;tatements
a. L2anU3ar~cO!I<:d
))_ I anJ 2 a•~ wntct c 2 and 3 aro .xtrrecl
<t I Hnd _; at~ «<!TeC1
A syrum~tncal roral~tltc ~rch nf spnn 211 m~ter< and ri.1e 5 meter> i1 hinged at the <ptmgLng It SllJlpl>rt< " tmiiitmtlv J•otribtttd lonJ of.:: tt>n_,.. pet m~t,, run or the ~p~n 'I h•• honmntnl thru<.t in tones ll1 each of the springing i<
" 8
' "' 2•J
d. lew
I (17. Thre<: "'1"''11; ind incU m~mb•r.; of a plane lhiiTK lmvmg Wn<~k lOree' 1'1. 1', "nd 1'. www.examrace.com
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10'1
lifo
reopoo~!Jve!;· nr~ 101Md nl " pomt 'I he rdntmn<h1p l>em·e~n P1 P, a11d p, will he
a_ !~-O,md i',-1~
h I~- I~ ,md I',- 0
~- i', = -J?.' 2/i .md I', = -J?.' 2ii
80 1<!'1
}~,}~ 1<-- 2m ...,;..- 2,., --ll
/1 simply ;upponed truss 1hown 1n the g"~n i'l:,m<:: '""""'I~ luaJ of !il I..N at f: Th~ for~s in the memb~rs FF and RF orf re<pect1vely
" 7:em nnd 10 kN (Cnm111~sSJr>nl
b Lao and Ill kN i kl131on)
'· ,, kN llcll~ionl anJ '" " I C'ompn<,;sino I
" ,,
" 1 Compr,,gswn \ and '' tTen'i''"'
'
d. 2.\f/
' C'lll i1110 [WQ
af each af
same a~ that afthe miginal
c. B""omc lw1~c lhal <Jf the origmal spnng
d. EI"'-'OlllC .ecru.
Ill The volumerrk mam of a cylindncal shell w1lh an mk1nal prc"ur~ "~t]Udllo
a. ' longitlldmal >lrain n~l ""~umf~•~nl1al slram
112
lL'
b 2 langl1udmal stmm circumt"a-enrial <rram
c t;2 1.-mgitudmnl stmin circumterenrial mam
J l~ngitudinol ,n-,m circumteremial mam
I (• ,-,f I ?
~-; nct
2 nct
,\ l>e~~m mnde ~f steel ;, •uhjccted to pure b"mJing. YidJing uf \ht: rn~tt:n~l IU ih" b.::~tm "'II IHk~ piH~~ whcii the I hcnding 'tress IS C<JI!allo
' ' ' '
l'wo t1mc' the ' ' c
'" tmes th~ llalfihey•eld
~n<l> and ;;,,;],;,;;, lnad nf
lctlgth run av~r <1<
[O SUI!IC con•lrUt'llUIIHI H IS no<> reduced t(l a
The percer~tage rnc;e.%e in ;;,,,,,·uti\ is
J. 100
Makh Li;t I with L1~1 II ami ,;.,kd th" wrrccl an>wvr
List I (Structure)
,, .. ~ > 1-
lito.,.
' ·:z:.. ~ _-_;;,_
" l j_ I .i•t II (l'kJ:I..,~ nf •Iatif- indNerrn ina~~·)
' l'luee
' SL\
' Twu
' rnm
' " ' " ' ' ' ' 0. ' ' ' www.examrace.com
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' '
The dtstribuuon fal1<xs tOr members CI:S, CD amJ CU fut the fwmc ,]llmrl m th" tiJ,rme ( l:ol (\Jnstantt wlll b~ respecll\'el}
H_ IJ 2~, IJ 1~ an~ I) 4~
\J_ 0.2·1. 0.-18 and o 28 c_ Od8.02-land028
d 02R_04Ranrl0<4
Ill• .>, fixed bt:am -\H " subpwx1 to ~
Ln"nguldr loHd Ytn;.ing limn ZC'T<J "' ""cl i\ w "' pet- tum ltm~th at enoJ B_ Tlle rHilo <Jf ftxOO ~nd mom~llt m B to A \\·ill be
117
I>'
' ].'2
b I '}
' -,. ~- -' ,, _l.'!
A simpl) '"Pi-"-''I~J beom ,.,o>s-~~won SIIIJJNm' ~ ,,,;., mid-~pan If tlte ·i tl donhled. rhen the th~ lxaou w,ll be,-
1 '11 '
a. IJ. 5
b
I ' ,I), T11e 'l<'p deflection equation of memher Ill' of the frame 'lwwn m lltc tigure ;,
lliJ
l)d':
:1{., w!.' 21:/f) _ 4Df:!,,
' ___ , '
24 I, I,
b M,, w!.' 4UO, 8UO" --- , ___
" I, I,
.H., w!.' /,"18 4M(i,
' ___ , __ , .~
" I I
M I' 2U!J, ?Jill,,
" .\1., o--·-------I ., ' I, ' Whid one of th~ folio\\ on~ analot0115 column sh~pe camile.-er slmwn m figt
___ j
,-~
~~,,"' '--;:_j Ll: ( Ill" ;lm~III~LII'
illllUCIICC lmc lOr a hiiiCIIOII
"'""''"I n1on•cnL shcnr fi>rcc_ reactiun_ det1t%til'n) in a '!nKim<: is" cun-e wl11dl slm"' H< V31i3nnn "' partiCUlar ;cctwn c'f Ill~ stmctmc fur VilliOlL; pOSliLOTIS Of a lllO>Jllg Unit lood
1 TI1c 1ntluencc lilt~ lOr bcnditlJ!mom~m!;;hear f{lt"(Oe ltliiSI nor be wnfused with bendmg: mmn~nl d•a~ram a11U sl1ear lOree Uiagntm !Or lh~ \IIHChiiC
3. ·n,c bcndl5l~ momcu1 d1ugrmu and shCi!r force d1ar.r~m >how lhc m"mem:sh~m- values at "11 sectinm of the s!nLL1UI" The mtluence liue dtagraw I(H b.'v1J:-i~ I> al"ay> dr~wn tOr a movmg Llllll pomt load nnd for a pflrticular <ectk•n l'nly
a I, 2 and~; are correct
[1 I ~ud :' a1~ <:Dlil.'CI
~- ]_ a11J 3 aLC C<lii'CCI
d I alllne" currecl
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