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!lb r'qr')cs -sA-T
rlr,,i+ -J
1L,tDfiru:u*1L 1he WOI;r'm ^L yq e -1he.
hrn "*ta-on,in piVuxe. up ori| lmA me+5 Wln)
Flor'. St:BgECrt,D't'O r)N11' LOAc,
@2to --
alVL
t-
tit^,
.
I
t.
r[' * B"rEa"k-
LMA= o , VTNVS
Raxb =45xgx+RZ =z+otil
o
Lv = oi Wet
Kn = +5\e - 24o = l2o tJN
**t Io '8e*en .','z
"rl;vn a.h' e tFiEtbI
25a
6rt,
rsolfno^l:
NhBn
ra"Kin'n
twrvun\
(rtrtioutg
,*;i "lDca J8
d9aa-
,i)
T\8,='2* ='''*KA = a,?;33 Kr{ +
6omtu\,
porhora
rrnmli,t a* Va{rlive avwl -}*mi"t
4^zr-$ tr9ffvt"w, e'tfrel'?tt*tt , rtDmlrt
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hDlgEl 'ff a 4a'bl-e-
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E,-o ' :)?-')'\- )\4'\
+ |
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- I zz'sx-r[x'Efo to J
f-ry'+ dl'+_t-_ l7:."t1-L B 1 I eaot + I-)6 -L )DrDl*?rt-u z.tEx6V I zz,vxz+ll3'\ + +" tL_l
6
r cr
Jo
L
fI:Jo
)*ETD
t
Efb
A.=
=
=
= -.85EIa
= lZf tUr-proaxc\;Ero
. 4-= 136 , unungrAETo
)
!,z'ffis"* +t,z a$ocfh
",,,a :r-+Arr" ot 4hL k*efite cat*lar@" k; -d,,tuyt 5 piTne-, v9z u.fiL "ILAJJ-.&'wetn E=exb5Nl,"*
"*a T = rlxt* nm*.
w
?$tsr't.
ptti^ *"-
BA
ts
t.a,
3,
d,oonW'^
l.rn^i,U
M
rnr
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c
O'-z
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- lzatz+*) f%{_ ct.t2)
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ttsN
E;elrn tfi.m ur,i+\,et&o! (o"Aat" .
lBxmWarn uj+tt ui+ m.,*,otnb ab c
Ue-rait rrnmrnt exPw'v"&t
M *e", Wb, JrcdAA
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..
,, [* ufir mCIrmu"t a't -W varftuag
neu"w ld'nn i' -rat.,lo
?oKlor,.t
Mw dxEA
(-%et)Ux) dx + tEro )
\r\* -..' -4'-""'
Lf c"-") -^{lc--D"r" .
Ecn-L-.(J_b
(4oq++o) C)l-+L)Ax.
2EIc
LA=
Jo2
=fl
I ry *'f+ j- \ry'*l€Er.."l'rrrt ?'L ro oL
EZZ|Z * zryg3ZZ
frc EAo
= sl1E3o
.;v*o7",
L2Oc = [ lt1r3 = i+Ea r,
= f* *'1'F;)-
2
+JD
D
2-- | ^*'- doJo ETo
za- '1
l:g4 + eox Ie J.
.'. A
Cc-bx)'Axr_To
2-
+ ( (g+<e2taxIJ Ezaeo
+ ,lEoz?To.
-4aEAo
6" = lzoeTo
@
/,,F
t:
iL
,2. Ary:c+t"" ^:
ri,W r-d,,"h rhr.6.@W;,dgau Assrr+,re W"M -frtax"sral n;n;X&:| 50 llt t
-. I o t+rr lrr, @rlt"
{''=".
3
a-o,s
tk+'
o-l,2,
- L,O
'(..)
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[.5 rr.
!
ff6 = 23'15tio{
;sourflo^l: FYDrn fu lnaA /1frPj^z = 50X l'.5 + lo x I',5 x3'9'g
Bw = 4l'25 HN
R, A =
ED + 1,5 x(-o -41'25 = z+15l'jN'
i/rr* ?stsN '
Wam u;+A u;+ vept{i cd -looe
ruxitmanrurE
rcRrtoil
Otlff*
,L;n;k
M
fn
Fbx*.r*
"4a;\
Q.
+v2s** 9(g:+t)
veet{i 6tr Jlnod ab cs pcd-live cn{ J^ffi\$"Ut"u"i*6'Jo.btc
.-ri P're1:'uccct
kc
4
- (r+,x)**q
Gn
g.,"qsd5 nno rns,f "" fodlrLc rcqo#'ve ' )W
A
o-1.5-
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-{x
-9
o-l.
23'15t-7+-t,6
*'! co+,'r;
ET
A. )i ,,yl^ tp ax* | i*a'rscx+'s;-mrlFt4J-ET'e-t"ELo'2r
e,5+
\'D+,'r,d-6c2*'fl' f ' -4a"*!# dx.
DDr,E | ,, .---
= { 7"V1r^i1 Ax-Ll l:u,#-3'rrr*53'q3eJ L-T 6)""-{)€
* j'f ^^
ri ;=i'-r {
n4"= | "sT* 1'"" + !pf+ rru ̂ f -t t' o'*{"
+[-rf + ,r.orr^t *z,qn€+*4o''o lyt"-L; -+rb'T r '"'a * c2"'11 ta; -r-) o ' F ),
-- -22,885
.'. A.-= 22'886 ,u4"^yt,d.eT
@
'4' De*rM;nL tln-o vet*i^a!- arA iruof )hL tu, a,,A * +ra @'1k
. )A-; zonir^I ArSlrrtt ".xh.ar:n .t*, F;ff; AsSL/ye-
y*u iwr.63 +,4,@u4^&b @,rya
totst
orB"?'
l-urvrr,E
l,-1
mt
n2
P{o'r:rr.o,,o,[,
E
g- r'5
G
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O
rJ
.D
o *1,5
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.-Ct,u)q)
a
\:rl
E:E.
ca-z
E5
r'l-t_ -t-
Exrye"rfu,{b .ft",r-r"Yt * * y*t-P*, !:,**rri-:** *or-,;r* \rwLb)^l." -eecl
^* ^W #, ai"d
B
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L]:
ruto- vwbld J'x'lar.- 'Ln,% +a ,fuAp-
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T l.5rn C1-. t.5rn *j2r-o
a) hl$a. "nU ,';+uoc'h'cdiba/af e
b) F ro$^a- toi+4u*i+ ye<izon+"l"Nnad of E
Itt
u = J l4rn,cit
i,5 .z 2-- o+
[ :ox(r,s #)*'t
1Jo**{ ceo.
l.Eonb,. o
-f n -= I t*+fficle+[9oc]2.*( (qo+aox))))o-oa
= I 4* *7':'+ [<o
a] : o
Lo'" *
L*o_)-- &.zF+l@ +24D
-- +1$'26-
-- +i&tser
= [urn,cldJ
Z9-
- o rc * | zox clx* [ 6eo+tox ) Cx*z)dxJ,J2D
= [r s#l "+ [ ( r,ox\ sox #6 o) "lq .
L- ..r.O I-b
=- 6a + f ry'+ *tnooil'L" c- -{
t+rlld
Aq. ,
'z--r=LMI-),
EAr
Ary
EIAEH
:306'6'l
= g06.6-l
EX
Arn.
f
zlwr,n
Ia) fue"iru un+u uri+ledical
)@A a*A
9rKnoN
llI BAt
o",iA.*
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lnl
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w
C
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++-
I
I
I
I
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ry\t),u.e,+D ";;* vqh)al "L*S ot A"ard nr' Arc-h t'J/i+vd*;cnt
m".a 0t c ctgts- 4"b,rJ.fud, $r"<U'6rloA; rnmolrJ: cn''f'XA\-b'vWtiv
a,,A on dnweA ilAL iL Ma,h Pcsi+ive')
A
a*2Llna
Lo
b)gyslyp r;gfyiDm-ar babD
Er
EAn
"n,ry'f:--,99f] *wo1*y*-sry
= 2LO
Nar/ E = 2-4.o}tPa = z1+r.Yqf Nlr,*.
A= @xw* nm4 =t*,xo4xtftAm+. '
Lf=rPXto-Ern4
= O,122Ntrrs=1Q2x ro-4*.
tgoec) G7-)d't
.,.Lt )dx
31
IItJO
*3,-* A15 X m ry) '
r A ZLO --1 '" AA= fr;G;,*e- ''-
-'. au = o'122'mfir
E:EAc- = lMm,-*xJ
s
--o *o+ [C ao - l3oe(
JoBf.L
= | (-+o*ttbxtdJD
r a- zt3-- | -nx * I3o*- II 5t.LJO
.'.A- . 99 o _e'- aL- z4oxuixl6DxLo -
.'.Ag = 'Q'75mrn'i(fi
.6. Fiv*+ra,p*icat ery*ry 4 y fu z*.**\A).aaleA as xharrn ",;" dV, -rta c/f qtaa * +t w:W,xi,.arnm afig- .$!lwn aa bnclTo& V = Z.og^lnr7.
j
SO LITflD
P
l20 Kr.I
E
tzakN
E
BfutQ8 drra tD
r
-:
ltt -6;ivrrt,o,
Ooo, * =Ps>-6o,9'l
P-9h -- 6o"UZ lsN Cr)
ppe '=?pq x* *P",c = 6o#45: loa-t5l'l 6a1nz
K-b* -\rro-tD u* ,la"a akp:fru$F"i"g fu tr'"6' fi".r, ff* qlrtUbitunscayudB.
?e.g =?cp=PaA.=Pur=o .
',on f;ii* o,{.e6 -:1lT Ya cr)
4 c,oe=PrA";=l h.lCc-)
Fus€lrwr, cahilah;Y'\ o'3*- cat*;aA N* 'tu tnAa'
MEMBEK lE^JOrrH AReAIN
ttMM n
?-6BcE,N
!r MMa' "
h- mrcs,^l
l{^lruLAE
Ats
bcCD
9r
B
AD
4ooo
{orc3ooo
4aoa
4coo
fooo
looo
lDeo
tfra
looo
15oo
4515
-+5* t.oF
-6c
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o
o
o
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a
4v
o
O
o
i os-oiioIi.1
Ij
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:
l!
:i
ItlIil
i{IIIffii
7
tn
+'ruY =1zz'ff,'- A
]:QWI+<;' at D= 2W.A-.,: )-1gx.c*- 2 <_-T
I x13r55Ao:-'cab
.'. A, - v'bL1 rlrtfi'
I
1
i
uodat{2
6
4 +u,,b r'&'.+lzrnilrL -$,a veutqfi aa-}[r-c+rrs^
4^ r.:,n i" frq.-no Qs a:tta* + mpnbel<z ArDE at@ t ar,mr&, grjrt)" -tfa* $ +ha. o4hst hrrnb,gttt;oni.TdW E=ttt.l5s1f6$. U*P
l,rz h"*, ;" u,/,atrrF.
fu* *A rrn a.s ,rfr; b"P-Forcex:
nt , niwv
Pn,{DI8.A
From *ha %;t;frutn * 4^* e,.pa6Vg,g -* (o cr
?.9 xo,6 = ?6p ay
B
6oPrt | '
t 4a*,tYft KN ax ufi+J;,rKt, ryac(jr&gwJ/fu.
?oL = 1515N C'r)
Pco= 4{1N Cc1
=?o*X o, B= J 5 X6,8 = 6o 15 N C c_)
=?c6XO,{, = y'rTlSN C-rJ.
$1t"JUAJ lT /.'^ ^
,/--).
Iu*n6 6.dn1,vvbLLJ,.$ecc6g
fft !ot\w<, rw.t\il641s eart fu uri'flq^,
qyA +k ahe .hfulafuJd J* r"l"ta,.1V&tr , c*tc"&afi;^s ;t'rablz asa caerlizt, euLb VL verrtta-L We+6, *ze.
A -- LPKLAE
MEMEE6 lE^J&TH,N
"MM "
ARen,N
9-MM
?- rfffr=,N
HN
,<-tuBeE
Nfir..t
3e!AE
o
o
I4+*
o
4sB5n&g
135.-16&,
AB
tsc
.DE
EF
MDL
CF
4&ozlooo
40.aa
4@o
4€o0
44oO
4oo
4ooo-r[i
SDoO
hoo
.soo
ryoo
2N
boo
2&A
7*O2nO
oc
-O,5-o.5
-O.E
o
*a'5
A,S'[i
o.sVZ
6'.= /.f$ - 4rg's3o
[= 2rxu =l2rJP'AEE'A'= il22J9 = 2' D'It rnrn' zDo
.. A= a'Olts rnm'
i G)
SA - 1 UNIT -1 (16 marks)
Ueitg thc prlnciple of otri.ual worh, delcrmidc tl:c horizontal disptorrlateat ofruppt t D Slhc fiptne dlr,wt in Ftg, t 2t, Tho uolttet of I an indiatql olonetllc nefun" E = 200 x Iff kl{ I a2 atd. I = 8A0 x lf mt.
ItEI
dr,Sro Lnorttrgl ,
--n
L{,,I!
tFis' I'?4
EH=Ogires ' He= lkN(r-)(Sign for momenta : IaIt clockwis€ +ve ; Rigtrr antiloclwisc +ve)
mr - 1*t
xI,lIl!K- rrI
xt
1.,"
limits O to 2mz, . l.(2 +:1) lioits O to 2m
Roal momcntr, M. Due b lho givcn loading, the support reactione and rsal msmentsrre computrd ar uuder.
no ' l:unr=1x4
'. !H- 0rivesTsking morneut.r about A,
lirnits O to {mlimits O to 6m
. II^ = 60kN (+-)
r
iF
Vox5-6Or3-O. V5-E0r2l5.20tN(t)
f,tt/-09fuev^-20LN( t)Ut=5o xrt[lr- 60 x (2 +rr)-60 xz. - 100+ 50 i rr*[Q xr, o l(X) kN,[lt=0Mro20xrr
Virauat work oquraion :
l.(ail^=l#= lj <rr'r (1or"*' . I;
gr*#|00'd,,..[ g"#&+liseff*e
- f2 (50rrz) &r . f2 (200+ loor2)drz - ^ . fl {0radra-Jo ---ui---Jo EI *"-Jo --Ei-
= ti [" +l .['*o -'*4, | -[#l]
. $ trsrar*ooo*u*1. l?it'1233.s3
-too;toEx s,filo-T - 0.O2056 m= 20.56 mm
Hcrizontal displaccment oIsupport D, (Ar)* = 20.55 mm (-+).
t:\\
lhta lp ,urlrydotvtrtaar wrt, cterormtnettn rwrtawnt &sprwnwtr oiaXX:.,
,f * fmnu cl',wn i" rtr.. t.so. iiii E ;6;1ir irffi'fr' , idQta-")
;tI
llF.4m-+l
-. Vlrtuat rloEclrtr, r'r. nomoyr t&o clt.rrot trod -O apply uDlt hortzoaiol lo&rt at C,T&c *rrpporr roncioor nrd iatqrnol vlnuql-o-"nt" u, o*p-,if,i ;;ilr..
lt(N
J,rkN
)Jll : O givesToking rnonrenls obout C,
Hr = lkN (*-lYAx4+1x5=0
(r), rr)
tr1
o;{t'-
@
lO klUm
F-an--l
,(- - -'
y---lr *r,..,i
r.?5 kN
7
ReaI momeatr Duo to the given external loading, tha support roactions nnd roalnromeDts aro omputed as shown bclow.
fH lr 0 give* H^=30kN(t-)Trtlng momonlq abouL A, nc,.l: IO t.I r.lA-3Or*.5* 0
(5(Jlh){8"c80+?5a155
fi," e 38.?5 lil$B^ = Totel losd- Bo r !Q 1 4- 38.?i r 1.25 kt{It, = 30 x1ltil"= 0lh"-40&r-25)
(Jt varlca from o to ,.5)G, to be suboliluteil from 2.6 to 6 sl)
I
x!x--- x
39 I n"=m.rsu
,,t
T5m
o
x----flr=30lN
A4 m-,_-->.
Bre 1'25 kN
{V*= -5V"r=-8{*-1.25 ic. Y**I.lIftN(JIV = 0 Ervc-r
r,l , = l.a, (r, varies from 0 to 2,5m),,r, = 1$3 (*{ varics from 2.5 ta 6.Cmlrn, = 1.2$q'r (x, variqs from 0 to {m}
it, = 39.75 xr, - ro-t,.f = BB.?EI, - tu lVlrtucl work oquatloa;
1.(Q)5=J 3.#
0ru varias fron 0 to 4m)
(90*:? - 80rr3 - ?Err) dr,EI
* f (48.44rsr -_q:r*rr).g
ff k'l
i-
- J:t (rrrttgl-rr)ar, -fl ry
7rr 80*,?4r. 3&orI --r-..r- a IJo EI 'Jrr
{6.)- . fi s*fl"r;: l$,&.[!trd;@e
T3rl1I
= #[+]. -trt+[,.*[o'*t-"u+l. $ [r*"t; - $a, - za\ *Its * *. - ff * +.
J
- $ nsc.rs -?oa.trs + roas.as? -ors1 =fi gau,urer
E oE x lffklUrnrI r t[ x IOf mm{ r:4 x ld x l(}ltlci x l{}4mr
; (i*,r-ffiffu=o.roem.(.6slr F t08 rinm.
Ilorizontal displaccmcn*of point C o 108 mm.
Dcurmina tt* octti+*l displc*r,'rrr;t* of ioild C of tha stee, Oz6* thown itflfj I.8. f,i3 crorr *ecfio nutr arc* af edrh mtrfibar h A * 4AA 7alra..t 6nfi, ft x 2 xIffNl,rl,tft'.
fc-.,"-+|<---., -+f- o * +l
Real mouents. Duo to the given exiornal loading, tho support reactions nnd rnglrnoments aro computcd as Bhown bclow.
IH;O givos H^ = S0 kN (r-)Tttlng mom(.nls about A, Rc r 4 : lO x 4 r .lO - 3O r *.f, r 0(.) (r) (+)
4Ere80+?5=155f,'" = 38'?5 lt\Be = Total lord - Bo r tQ 1 4- 38,?S : 1.25 kNlf, = 30 xr,tl= AIbr-30(rr-25)
x---30ld,l
kr varlcf, from o to 2.5)
Gt to bo substiluted frorn 2.5 to 6 m)
Tx
o
I
x!
I n"= sa.rs mr
,"
x----He= 30 kN
6
Rr= 1'25 *N
4V**-5Va=-6/{--1.25 is, Y^*X.lEtrrN{JIV = 0 trivc-rVc= 1'26kN(tt,rl r = I .:; I (r, varic.s from 0 to 2.5m )
,lr,r = l-t':t (i, t'ru'ies frrrm 2.5 to 5.0m)rrr, = 1.2\ lx, vnrics frorn O to 4ml
(g
J.ilIls
"Ex
)1 '
6sc'
etd6
"9
o.3EE
45'.n4i.*ffi
Yirtud lorccr L furovt dl tho(eil{mal}losds ondalglyaunitvcrticat foroonljoint;C of the tucg fuialysD tho hrar usiag tho aol[od ofjointe.
r O3Stll E
rBkt{ 1l
F-s61-+-srn-lk-sm-l
Taks uommtr aboutD,lI^ x I - I r I - 0V^x9*Ix9,V^= IfikN
To= Total lond -Yi = 1- Ui = et3kN.Ioiat A : Initially nsoumc all forrnr tl lc leruilc.
fY= 0giv*r**coe{6'+U8=0(?) (t)
rt pcos{5f =- l/B
t* =-';fo;=-0..r?1LN A
.h^,;* 0;{?t *Ntcomp.l
I3m
I
-,.*-....:
@
*ot - - *pc/cos {6'; - 0.66€/Aos,l5'; -0-${2.
lmih rrccdculatrd uring ttre urcthod ofjoiltr.f5Q
50
6*
l,ol.'oi.so* Sllld,l 50ldl 50161 so
T3m
,lRA
EB -Ogivesf.* * F^. r:or ,15' = 0t-r) (-f)
F^B +{- 70.?1, cq$ {0'i* 0
By sJmnrtrf,
Jolnt Ar
rlolnt E':
Fa cor {5'+ F"* = 0(-r) (*i
f-0.-+f- ro--+f--inj
n^-no=ff eEoLl{
8[ = 0 gives
Fleee {5' + 50 r O
(t) (t)F"u. --SlYcs 45'. - ?0'71tI*P*r'*?0.?l tlt (tqupJ
IN
F* * ?0JIL coa {E+Frs ' 60 kN (futrile)EV* {} givcr
f?icos.15' - Fr2'r S(T) (+ )- Fra '- ?Prcoa '16'' Fra = ?0'?l mr 45o
. Frs * $0 kN(TenailclEH - 0 glves
fioe =0.9{2L!I(ouPJEorl torcar, F. Ihc rssl &rotrin ttro noolerr dos tp tte Eiws rystoro 0f ertasaal
50 *N
,@
III = Q giresl^r, . col 45' + l^" c 0(q) {-*l
{- O.{?t } cos 15. + la"r 0
tlolnt F :
iloint C :
Jolnt D, :
lrr = 0.8it8 LN Osrrflo){lI o 0 giveo
ln cas .t6' r.lrB = O('rl
lr" r O.$38 LIiI {conp)EI/ = 0 giyrec
&r cc {5'-{, r 0(T) ( l)' lp^ cos rl5'.: lr"
0.,6? I coe ,[5. . .trs"' frt = oSsl tN (fonrllrl
dolEt S !
(-rllrc - - &rr ot ,15. r - 0.{ZI : cog CE r - 0.&}ll lN
!V * 0 6veg166 coo 116' + f,o . O(?) (tt
tr, . .x$,-- ffi *. o.czr
*u" - 0.rl?1 t$ (rourp-)
EI * 0 gives*uC - tar + it3ecos,ts' r0(-rl {*-)
lqr r 0,339
(+). lnc*ls.r-f,srcos46.
e0,888- (-Od?l ) ros,tS.I.. " 0,S$6 tN (Iouoiln)f,V rr O givcg
itqg- l - 0(T)(l)
lce = I kN (Fenoile)
Ifl = 0 rivesl.r-&o:o(-r) (e)
t"o-E.r-9.6165*co = 0.666 kN (Tonstls)ItI r 0 giler
Ips +rls 45' + *Dc - g((*) {r-)
LE
6F = BE's DE "JmT = d.Zd8 m
Lll{ r tac),"8SArrange tlre dat* in the tabGJffi forta.
t*FL= 923-682 x (I0{0)zNrnm
(ad,*xffi =ffi#=11.5{rnm.'. ?ertical displ aenrent ofjoint C = lI. G4 rnm (downsard),
tlsing lfu printiplt of uinual worh, dttermtwthe uertical r:nil horizontal de.fi eclian componthts oliot nt9 of rf,etress in Flg. 1.6. g
= ZA0 x ltrtl\r/mt oftdcross.scfloaal drea af cach kr _ 160x lai mz. (""* U*3 "f",9
,50 kN
&l{a lf,lmf,cr k F0.Nl
LtEl
&FLfilln)
I AT - 0.{?l - ?0.?l 1.218 lt1,3ll? rE - 0.s33 - t0.00 !t.(b 49.980
3 ED - 0.9.t? - ?0.? l 4,A3 ?et.08l1 DC 0.666 60.00 3.00 99.000
6 CB 0.866 60.00 to0 99.000
G BA 0.939 S0;00 4.00 49.950
, ['B 03:E 50.00 3.00 {9.060
I BE -AA7l, 0 LAS o
I EC Lqx) 50.00 3.m 150.00
' TFL E 92?-aaz
@
r
I
L
We knowtfiatI.A.X*
rrr
He=1
Vlr{ual foroeg k1 : {for horieontal dlsplaoement at C)Remove the real (extarnal) loail and apply a onit hori?ontsl forre ai C ofthe tn:es.
EII = 0 giyes Hr a fkN (r-)
,'rrl!!- * 611 69.xCCI * r tan 50' * (3 -*l tan rl0'
x - (8 - *) ton {0'/ lun 6O': = (3 -*) x 0J04r a 2.112-0,?€4r
r+0,?0rlr=2,112
x-2.11211.704-. 1.939 m{3 -* ) - 3,0 - 1.239 r l.?61 a
n CCI * 1.239 x tan 50'r 1,4?? nt
AC =J(UBg)i +(La??)2 = 1.928 nn
BC.J(L?6U2 +(LC??)2 = n.298 rnT-nking mornenis about A,Vn x $- 1 r 1,47? * 0
VB=0.rt92kN(?)Ve = 0,49? l$l t J. )!V
'o 0 gives
&^" . cos 40'- 0.492 r 0
rloint A:
(t) (.1)
t.239md<- 1.761m
V'A- 0.587
JolntA: lV = O glves' &^gcotd0'+O.587-O' h/uo-0'687lcos{0'
= - 0.?66 kt{l^c;0.?66 lO{(comp.}XH = 0 givea
[^" . coa 60' + lt^" = 0(-r) ('+)&eg o - tec' cos 500
' = -GO.?SB)cos 60.A,lr= 0.692 (Tensile)
IVc O givee0.766 cos 40'- 1-8"". cos 60" = 0(t). (,t.)(J)
0.687 - 1= t*. coa 50'0.643 nt"o
l's = 0.6{3 kr\ (comp.)The values arc ahown ln cotumn 4 of the tabfc.
' 1r(N
I.f2#"i\
{rfib
V'B = O.{l3t<N
rfolntC:
r.
JolotC:
*ro .0.{9?col {f r 0.{l{3 LN O+mllt)lH li0 givcs
0(x)"
lo.u6{f +*6-1r0(.+) (-+)(e)
O.6I2ca58+k r- 1- 0iorO.68?kNOearitQ
fY- 0 Erver
te' - lcrt cta {0'/coe f0'
i
o.19
ica cot {0' +*ss cor5fl = 0(I) (J)
*' - O'642 x l'192* * 0.?6i ht{
tor 0.?65 kN(comp.)?ho i v*luea aro tabqlstod ai bslsw (ro1. $)
Ylrtuol forco& \ : (fot verfiqrl digplpqtont tt Cl&rmuvc tlrc ex(*rnrl toud anil apply a unit vcrtical forcc at C,
Taking moments about B, Y^ x I -l x 1.?6L = 0
Y^= 1,?6l.lx = 0.S8? kNlP, = 1 -i 0.68? = 0.413 kN
S.tlo, Irlcmbcr (k)r, filv f( trrr)
L(rt)
rrh.L ftf.L
I .il) 0.68? 0.r02 ?c.8 s.0 . tr9,D6! r08.849
2 AC 0.6{2 - 0,160 - 11{.} 1.928 -1.2.2i 169.693
3 CB - 0,?65 - o.s{g -96.45 2,298 r69.556 r{2,616
E r5?.298 r2l. i
L
f,oal Forcer, F : Tho reol forcct in the mcmbera due to the givon altcmal load urocald atcd as bolow.
fhe only givea force la of magnitude 150 hN and applied at C verticalty. Therefore thehcces in the membera will bc 150 tirnca the l, valuea.
F,rs = 0.1192 x 160 = ?3.8 kN Oensile)Frc- 0.?66 x 160 - llltS $'f (Comp.)
Fca = 0.&lS x 160 - SC.a6 H'I loottrr.,theee yalue! aro shomn in cotuen 6 ofthe table.
f irtsdrdiqrdin:lA=tEEorirchf drllcctim of potutC : Ua,ch. Dr. *
-157198r(2tE x t0! x 150 x 1S{} - O.OO52A m - 6.24 mm (-r)
Verticd .rcf,iectioa ol point C I 1(6"\ = "U, ft.421.1E8[2(X] x lOt x 160 r 106)
=O.01,1 m- f{rrun(i }.: Ilorizontal defleqtion of point C = 5,24 mm (-rl
Vetical deJlec-tion of goint C = 14 mrn ( I ).
r $,1