Civil Engineering Objective Questions Part 6

7/30/2019 Civil Engineering Objective Questions Part 6

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I_ l11Q momentum corrocuon !actor (/J.IsLOSeb in lulal energ .c_ C h a n ~ e in mass r:ueuf llm>d Nf>l1--llY n u m b ~ r . lnertiul lu P ' ~ " u r e

mudd t:umlluclt ll l wa ' " w ~ lll'gi'"' n d1schargc of 'i m-':'s Therli


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o_ !'he >eJtJcal con1ponent ot' resu ltamnuid d\'n :m uc f(orce acrin g ' '"

b The hNiwn!al tOrce du e tu pressurevar iallt>H "" ' ' 'u rfacc of IheHb!Clrtlclr "llh oiL'P" Lhall mt1tal il lthe end nf >-ecnnd ;, huilt uweir l1fconwlerHhle he1ghT ocm


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8.

Gmdo hnk> ~ r m idcd toa_ '!rain the t lo" of a ti>-., along aspecified cou,.,eh_ !chal'gee-. C u u f _ u ~ t l J ~ i l l l h u f J J V C Id l n ~ r e " " lhB W>ler w,,.In rr.ost efficient tr,opclo!dl scclicn,,,.hic:1 of the followmg lS '\'( T trite?" The :op width ;, l\\ie


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9.

Protcal tf om bud.:tlo\1l-la> sloped t lo tn m inspc'Ctlen ch am b er

J l ~ c ; c r H > the \\ aie l o c ~ l m t m p > .j T he l o w e ~ I point

B C [)" ' 1 '2' '3 4 ,d ' 4l.kW(oS(aiiC ! ~ H I U lcontro la_ ~ U , CntiS\!Ollb l'artitb SO " unJ pa.ticuluK ctm ;s ionJ l ' r e c < p l a t w ~ f i\h_(li 111 m "atercoag11lation

T h ~ JUlio" tng data l ! u i w u"mer >atn pkltii1Lal IJ U 8mr'lF111al D0 .- ~ ? . - 'Dtlution ~

T h ~ n_o f ) pfthe giun waste\ \aterio

a. 600mg:lh hmg/1c_ 0 (, mg:ld I mg'l

() Wllkll of lhc fo lloc"ngre,pnmhle t(O>> I I I contem ofl_.nit of IKrnof n r ~ c11n found

~ u'ingn

_n

b V aln e ji1UIV>Jsc_ Lco nom1c analy>Uia]y>Jand 17 d ~ y s r o s p ~ n i , d y . the a r l i ~ e m uccurn:uct 111m IUr tile l , v i l,!"J. 12d:w>b. 1 4 d ~ y > ' 1-'iday


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1 - nctivnylma o:m ""'2 t:nd of job4 f ~ l l l ~ n , i b l e ' - ' AIJ ol m,,,.,, ' accdcr-a lv I II th"I'" C}. nJ,; t h ~ ~ ~ m, :m, "gl5dmvnswd n.

d. 5:J

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c. Im:c l Im.Yct. }.;m'r:Lm.\! 01 perkdly d ~ I S t i c bc1dk>. the' . lJ"' puint" h ~ r C I I \ ~ h ~ m l i T , j . ! II>OHlCrtl dWHJ,!,'>s1gn

' l'nirrl ,,f r:omra n c ~ u r . - is the- ]mimwh= the 'heur forre i s ~ " " '

1-Vhkh C > f t h c s ~ l M ~ m a n t s ili>;rl.' COIT"'-T;'' I. 1 ;md '" 2 '"'J J' 2 < t t l ] ~0 onlv' " ,___,_ --4..'---- ----;- ,..,

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7/14

T h ~ R l l . and BM.D_ 1'-" a beom al"eshm"' 1n and Fig. lhecm-rcopLnJing lllar DF"a. I . Sk'-Jttcm it > ll)ll. 4.5 k'-J (lensic'll)c'. 1 . 5 ~ ' - J t w m p r ~ o " " " - ' J. 4.5 k'-J

a>I

,\n l c m ~ " l l l a ~ l r u ~ t 1 . 1 m limc ABCCDnsisl> of a \cttical n1cmbcr Ill" and a~ a m i l c v c r hca11. ;\B"hichcarr ie a 1nad I'

li-e" ""J ,\. ,h,Nn in the "hove1\gu,.., T he benJjng m llm enl tli:-tr BC'f-ur the lwohingcJ pambolic a.--t;h " ' r11mn>'n in th e ab'e tigu1e. whkh n n ~ nt'

11w li>llr"''illl-',


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A l ix etl b c ~ m as 'hmw111 the "buve li gL nhas a span L and u1HI'orm n ~ ~ u m l D 11 ;, ~ ~ r e tn o um=tmteddockw i>e m umcnt M at c..:mre Th"Jdlttlton at the c ~ n k l o l' th c beam ISR M L 2/S l: I urw,b Ml.':S[l du"nwanb

z ~ r n d M i . ' : > ~ 4 r . l downw"'d'1\ tk re" '- 'r"n contt nunus ~ e " m ;, tlxed m' " end" and >uppurtn beL'""" Thc- ordB. Pu!l; ;" m


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"'

4. !\lade Uf o mc>Tc than 50o of >iUp a r t i d ~ s

W hichof the ahm;e sta temenle ate correct':t 1 n d ~ ,, l""'' 4,, )and 1d. 2 and4Thu b.-,t oftlw khavwr ofa itof santluml..,- toed em bo obtained!Tom it 'a_ Jlulk tlem itvb. DD- d"n"ty c. R d a l i v ~ d ~ m i t y d_ (-radng'v b td1 L ,t l (A ctivity "'th L1ot !I

,y ) am i _dolled anow

' B:t 4 1b. ' '4'' '

.1

t - activity i rerresented b ; adotteJ arrow

4. A du1tuuy utu't ~ ' ' " d l l tintroduced in netw .w k

\rhichof the above sta te ments :n ccum ;cr!" l.land_'l" 1aml3c 2.3 nd -I,, lancl7

70.

76.

9 -e a \\ork ing hour a'\"-'1'afe li fe of25.tltlt: 1oour-,_ \\ 'loat wi1 he thede:l1'eciation at d1o end ofthe firstyear, if the nl


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,

c_ In ternal mteofr. um d Net prc>ulutoona De1tb A ;.nd R true ~ n J R the

rc"l RIS loueA, .ninn (A ): A skilH-ul hrgh11-ay

. ; k s r g n ~ bwld s on' ;peedcontrol "I w trc!Jlncatw ns on hon,.onta l curves rathl'r to

the ' " P ~ d ~ v a t i T m R=,nn (R I: .-\ dm -er slow> rlmvn nnhumontJI curve due to l ix l tng ofdo"-'llmtUII b c l ' H L . s ~ of m wkfric tion wilh u , c e super devo t,nn~ BD!IT A and R arc true nnd R 1s thecnrr ect explanatin nof,\h Both A Pond R arc true hu l R ' ' I

corn::cl ol.-\c. .'\ is 1n1e bill R1s ; , : ~ ed -\ ; , fniS


11/14


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" Dil:ot.lnc}h_ Dry >trength10. Viet and -nanipulate >lrergthd. T o u g h n ~ ~ sHy p b ~ i n s " ,,;] "mple >t 111


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:1. C ~ m m ( i r g pro pert iesb. I .oadbearing capacil)'

c:. g h ' pd. Plad cnln111 whid J 1:1ci lit"tc' m:ul

mark1ngC o m i d ~ r the follJ" ing fadors 1. M a g ~ i t u c c of load2. Thid.n cso of cem entconcrdo sla b

Temper:1lurh ould b ~ t : ~ k ~ 1rlorcchnini! tc> dc ru,,,,heels can)mg "n lo11r P" '" "f dn ,ingoxic loaJ of24 10''

I ' Hf 11~ - T h e max1mum load th l a n b ~ pulled i fthe oflnclion i< 1 6. ib. 2'"'d3

~ of ddicicnc} for;;,

angle i; j j . C)efficient ofli-1clion bd,.con 1 : 1 n a ~ d rtl 1sp. thedc,ailm cnt T ! c ~ according to

d a l " formul:1 sloouJJ nul c.\occdton{i ,,' 1- p . ) ~ o t ,'1Jt=Pb. '- p.)cot f/

't.1n j l-11

' ,1 10,)\/f' t:on P p1- "I:Jn/1I l l. In SJgnals sys:ern des ign of R ailw ay the

al whio h the outor ;,. lo lopl< ced is decidedon bas is of thea. A l.ow able


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" I :ond 3h. land-1-c 1 a nd 2'' L2.?-and4,, TnneitllHy '"""t"'od on theextet1ded nmwayce tJtre lineand extendhgoutw ard and upw ard fiom e x ~ h ""d of the l" 'intary m r f o ~ e ;,. knownasa. Conical ;urt:aceb. T r a n u t w ~ su rf.,ccc. :\pproad T urfaue

:14. A e) lini r ica l y.,;ocl oren at tl1c lop 10[l)c(] w1lh 11ak r ancl ro laW i at angul.11 v d e ~ i l ~ dbout its r h ~ duch that the botto1n of the \'G"-r the flow~ e h \ c e n twoP"rnllcl pbte J m r:orl"

p : o r 1 ~ o h and tho ma'Oimum lclccity al the

14 I 11cen tre ;, 0.5 rn s. The rakof!low per umtle ngth ii.a. 1 m, ,b 11.1:1 mL

Civil Engineering Objective Questions Part 6

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