engineering mechanics statics and dynamics by ferdinand singer solutions

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')t I Publi3wtOittbola.lt: ' REX Eook Stoir t6t Nic.d e.v.., Sr.Si. Ll- tlo..7al{9n6. t41.49.20 197tC,M, idroas^o. Tat, Nor tat -a9-5€ . 7:rl -4t-57 M..il., Phililpina '

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Page 1: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

')t I

Publi3wtOittbola.lt:'

REX Eook Stoirt6t Nic.d e.v.., Sr. Si.

Ll- tlo.. 7al{9n6. t41.49.20197t C,M, idroas^o.

Tat, Nor tat -a9-5€ . 7:rl -4t-57M..il., Phililpina '

Page 2: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

'*pa;a:paat* na'i -

Jojo BiIrM forulc@4'l

nBsfs I4.t Bor As.i.ti's f'&d[sdig_ A56diai! 'f

pErpu- g..&*tr-".(Af8t.l1 Hg=ffiH.f dle ftntlPiD€3 (BDAPT thililPAsociatim eEPA)

PEPA! trtE atioo.l Bd& /t*i{i(G ltdb6tiF A5id;;e-P",ts.- A.."d"d- 6PPAI ao.i'ti' " sd'rhiii G* ntu.n-' osEAPt lrrdl'tr5'l hh|;tas

. " Arraieiim PA)

Prbr4d br n rE( Fi$ltqco4rryic 8+86 P ndt'tino St-s- u*i fildrt " e,,"- cl'.Tds'7r2.al4-7r2'ar4t;Pd no- ?u5+12

T L o b o o k s n t l t l € d L o a r n t n ! c u t d 6 I n E n s l n € 6 r l n rf : " o . l l : : " : : , r r r ! €o r s t 6 t r , / r ; v r . , e . r . i r r , - ' p " ,p " i i !o r p r o s o a t r n t l b 6 p r t n c l p l € , r t r d c o n c o D t s o rE t r l r n 6 € r r n g X € c b a n l c a l t r e v o r y b . ! l c a n d u y ; t o ! . t t cr p p r o s c n t o n e l p t b o i t u d s n t t u n d € . ! t a n d a n O r e " . "

; ; ; . , : l : j " : ; , i i ; l i ; ; , " , , , r , r d6v6 rop rhe r . o fdo ! r y

I t l l h t t r o p r e . € r t € d t o p t c t , r h e u 6 r , w t t t t r a v e rv o r y c o t r p r a n € r s r v a s t u d y o ( t h 6 a u n d r ! € n t a t p r l t r c l D l € ro t . E n s r n e 6 r t n s l i 6 c t a t r r c i , h t c h a r 6 t p p l t c r b r ; t o ; l d 6v a r r e ( y o r p r a c r t c r l s l t u a t t o n 3 t r o r u a l l y e n c o q n t o r e d b !t e € 6 I n r t r o l r d r ' t o d d y r c t t v t t l € 3 .

. E t l r a s t a o r t r r s s : e r t e d ! o l b a t e v 6 r y t h t r t l lD e p r e s e n t e d t n I v s r J p e r t e c r t y u n d e r s t o o d , b l a t n r: l : l r : " " c o n . r a € t e n a u r g e . T b l s , t l l e l t D t n a t € o r

r r t r r e u t e d t d d e n t ' s a t t l t u d e o r h . b l t o to e l o r t z r n A t t r € c o n c o p t r t t t o u ! u n d e r ! t r n d t n g .

T h e r o t b o r r s t s l r t o { c r n o , l e d 8 € l b 6 t r l n d e b t e d D 6 s st o . u t . n a e l S l o n g c o , J e t t r e y B o r t o n g a n , R o n . t d oC a t l r d l s , a n d n o r e o l d . t a n o t o r t b € t r " . l u . b l e

t n p r e p ! r l n a , n d i r t t l n A t b e o " n u s c r l p t .

iri

Page 3: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

. ACIC{OVLEDGEMENT

Page 4: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

ctqifu o: Ucrs e of lrirlioC}+l6rip: ncaiF4ao- Tnar6l('lb

'

Oroglir rt : G.,-iti.!oo- Trqr6loli'r&-4rx5-nu*,2r3?t'N

. vtt

Page 5: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

I

Page 6: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

l1

'; I a& lba.

coii;Aar tE aoobh' -+oo cr,a <o'

. - so42 lts.Ts'.-a@ €i" ad

- -257.12lb€

p,- 3@;65 --:1508L@,

Ps- :e@ 4^*":P-b-

,17".,s'eE l\Y cotrrr',",nts of cdt of ftE to(€sewvn in Figuee P-aot,congido. lho 7221b lood,r,= -nz (finr)

-j!@r+_tD6-

nb 4+€b bodl

Fg- +1t (*l'7dE) ltu ritorgld@' btoch ehown i Fig' P-M is ebj@d

lolrE loods P'1@br,tF-6@b- f t \D=Sh\Dc=6'L,resolro coolt lood inlo coopr;le ru'md \ lcgcnlirl

.conei&r lt,p i6oo lb lcod j

sinc--L aase-+h- +-'(16co)

' t26ob'

h- Ltl@o\ = S6olhc.,&- l6';6i

' toa-

2

co'isidc,r lhc 2e,b loddtP,= aoo co. e: f-Jg@Pg= 2@ s;n@' | l'73.2't lbs.

Page 7: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions
Page 8: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions
Page 9: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

8

Page 10: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

l t

Page 11: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

i 'r"

- P979.!b ,

"t-- ?9,41 fr-lL_

fo,.:a oclioq ot the center of lhe 1ox!+ in rectongle' Re

mt thewe,lht of lhe mole.iol cll oway W on upwoFd lo'€e

ocl,hq ol ttp @i3n of the cfule Locole lhe posi|on ol the

resurtont of ihes two forces wilh 'qePeol fo fhe left edge

d = .:ryL - ?49 !1,

2+o) lhe shodcd oreo in tig p-z<o Tepre*nle a e|*I plola

of uniform ihichness A lole of + in diomele' hos bea coi

in the plole Locote lle cenlec oasFa"ifv of lhe Plole Hini:

The weiehl of ihe plole ic equtvotenl lo th€ we'ghl of lhe

origrnol plofe minue lhe weiehl oflhe moi€nol cut owog

Rep.eseni lhe orieinal weighi ol lhe plole bv o dowoword

t 2-n

n.et r -AA \ -Ar xzX'1.rc<1)-12,s7(q)

onounl k, posi{ion of lhelhe Fink true6 .sh@n h

R= zcb+ te+ a4o | 'aa +..n t zooaB-a39]! (d i@t€d dodn*o"d )

R'- 2.ht tsoo r aal |eoo r 2oo

L - ]4!@,,s,ta4 d@"-d,t )aMc - 14oo(5) = Toooi] lb-

Rdc - <uc , dc = Taco/.14ro - 3-o6!!.;st.+ or

i) ' 12196 tl. r)g|,t of A

za,) Find the lotue] of p c,)r @ thot lhs ftur fb.ces shoal]n.Fig. P-z+e pr-duce on upword resutionl of w tb oci;nqat + (1. frcm lhe En end of ihe bar

zMp= -f(3) + 2cnG) + i.he) - aoo(z)r= 2oo tb (do\9n*o.n)

.MF-.c 'o(1) - pG)-1oo(s)- 2@(2)p- aoo ib (upword)

Page 12: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

; ' ' ' ,

( 1/.rz) - rb (/.d6 - @ (k) 6 - $r(k;k)

4=!94]4:9 ""'

2az) Ihe lhr]je-'lep Pullel shown i^ fkl P-2+7

to ihe s,ien couptes compuie lhe "ol'o of jhe

p)e. A)so delonire )he 6re rciing ot lhe

l 4

Page 13: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

c- 3oR(4<b-1oo) flab - (412)R

R: l4 b dncoleA rcrlicattyLJp ol A B do*n oi B.

25o.) The conlileve. lruss shown i\Fig.P-2eo cor.ies ov€rlrbal lood of 24<)c)b. Ihe lrr.:s,s le s.pponied by beo-rings o) A \B which exenl lhe fbrces A-,Ah,\ Bh.Ihefou. forces shown con|lule lwo adple€ which musl hoveoppoeile momenl effecis lo pnevenl movemenl oflhe lruss.Delermlne lhe nlognllude of lhe supporling foecee.

rn o.der !o corelilule o couple

o &:ZtpLb epwod)2400(6) - bh(+)

Bh -Ah = 3600 tb

2.e1) A vertlbo) forcc. Pol A b onolhe. ve"ti&l FotB inFig.P-zst pr,e4"o" o reswitonl of loo lb down ol Db o6€Ba+occlocl.wi.ee aauple c of zo<j tb-n. Find ile magniluoe

\ aireolbn of lorc€€ P q F.

lvb'1ao(1) =-2oo ' PG)P= :o96(do*nwo 'd )

ZM^'-2oo -a.4 (+) -t G)t:29pb ( uPword)

+) . + 2. .T-ptJ )P- , " ro

i,I

i

l 6 tz

e) A tircc .rsLn corEisls of o cbckw€ aa?re ot-p]',:.o 4{o r! rcrc. aicled r4 lo the nghi lha,+ trE o.-dnof, r*,Y oEs ol Ot.xt- Recto<t lhc a."en eyslco ty cn3c"":bil srnqre fo.ce ! canp,te lhe nlercc"t€ oi ilslinc of clion wilh lhe x 3y o,e.-

B'-F, - 2ao @5'= 4ezlelb-(ro ho rirhl)

B"t 'Ft "'o 5 xt'--:-la- (uP*qd)

M - c - F , L ,L, - ao _ ?pllfr aane o

xrz6

it =-:!@'-+!l= t t1 ot ol1'<'

t s) ,Iri-F\-

p-6 o 6.tr6lcm a/f (d@ .E ]]vc(F loo aowcvorlicol

-frrceo ot-r@ b lhuugh ^ ptu6 o counld.ctocxw;canPv d qD b-f'

-tu?F,dfte lho sr9t6 ,bve lhol w.,ll rro..re .tr q'I@t€/l} effei

Aj:@.b downwad

a@(+) -eo - aqtt

r:2JL ridri oFo

o€ €r.own ; F4.I'-2ss-tn sl"ens,th of moloFtot6 il iR

t* ) RffiX fitob- 2€ if the s'/stedr reducco io o tarl_\,.€.d rEnzdlot foi> d 3@tb lh.oir+ pdnl A pt 6 o.*t<X*t* @)dc of ra tb' n

3-t-: sqqlb lo lhe |,aftMn = r4o

oy =eoo(4) -75o

_r: :99]E G,.,E'b bor,w o)

:d. I "*t oo'nF€cs,o., membef, oa-r|s on eooen h-E

l:y P = a@b_ eil-uolea z n_ fmm lho orie of lhe rEmbef,.

Page 14: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

rned lho) ibe in)ennol sleeses ore delon.ined lrom lhe

equ;.alen} oriol lood \ auple inio wh;ch P moy be re.-

E tved. Dele.m;ne lhie equi"olenl oriol lood $ couple'

I wi)h lhe oadi|bn ofo poir oi oppositcoriol loode eoch equo) io zoolb )we ae\

F= 2oo lb ldowoword)c'2oo(z) - :@a]bjh cw

zso) A ve"licol shoft nB i6 sfl long h boited loo r;qid sup'

pori a) ils lowe. end A l i)s r.,,pper end 6.re ollached ol

rizonlo) bor Ec whrih is 2t1 long . Al ihe end of C ie oppl;

a farce P - 1@)b. Force P ie perpe|dioolor 1o lhe Plone con-

laining poinls A,B,%c Deleffi:ne )he iwisling etfecl at Pon

lhe €hofi .^8 \ lhe bend'hg erre6) ol porn) A.t f"lDO tD

- / l ' lw,st ,no efrecl - 1so(?)' ; / " B . n f t . b n

1". o"na'"q elocl - lso(s)h = 9oo f l ' l l r

E?) Reptaae )he syelem of lo,r-.s ocling on ihe r.o-e in rigP-2sr by o ros"rionl ,e o) n q, o coople oc);nq ho",%"lolly

R= -so tb (6) neons do*nwo'd)lMa =C

6oG) -r,ch) = r(2)f - fo tb ltu'u B \C oe shown

f li 't l

l

lii

:

l

2s Rcpbce |Ae egolcm of foroee st'4n in Fiq. p_2ss by onoqu;votenl forEe lh.oJqh OV, o coupte o;;"" jii#;,...':i',X"":;3'::"'e:::.:mi:::,,

zF, = |a1.a (rka') t 22+ (46) - t61 (r/JB)

fuaq4r!(lo lhe righl)try = ,+1.+(1k ) -22a(/8) - r61(./JE)€F-t = :3oo.s6 G, ^e"^e doanward )^ - ,/(10a.o0. + (-300 36r

: Pt4.Zg-b(dot!. )o lhe nlght)

0r. lad'zoo, f@,osgj|: !L99'

ol C =<Mo

3F = a6 1 (a/r3) 6) r 3o1 ( s/J:t) ( i r ft1 A(1/.rz)(2) - 141.4 (t/E)b) - 22a (2,/.rs)(1)- 22+ (t ':t")()

3F - 1AO,1

b) +p= 1taa1.lP: 2993 tb-

260.) The effecl ofo ce"loin non_concc,nreni fon:e egelemie aofined by )he fol)owrhg data : .x - +rJorr ,<y - _6otb,onazMo=360lbfi counla-o)ockwi6e. Dele.mine ihe potn) olw/clhe n€sul loni rh)€.eec)6 the yo, ;s .

. -T ' -

l ' , ix-ao zy =.F, Ly

l.r"* Lt - 360/90 ' af l belo|9 o

2or. ) ln o cenlo,n oon.<nocunecl lo f t .e b/ . te !n , t B fau^dl h o ) + x . . s o . b . ? y - , t e b , \ z M o = a a o b

f , I n o o o u n l e . c | o o t .y ,* T. : :

uere.h:nF the pornl o) *n(n )no ree. , lon l rnlor6ects the ) l o) , ; .

L, = +ao/46o:-:4 n;ght ol on,gin

lh.r'4h B eic.

l 8 t 9

Page 15: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

l i '

252) Dc\ermine comPlele)'J lhe'|ing

on lhe s]eP PuIeY €hdwn

fis. P-263\ t}€

o' le

ih€ r€sullonl of l}e 6rce sy6lem show^ in

r 1 v inlercePts

R .' = Gs9.e2)2 | (-37s)'

e - Q5+.Ag h dorn lo riqhl

4t, - loti' 81s/oes,52 '44-

Rd- aMo " ztu(|es) - 12so(<,5)-2eo625)

!4:9::4:ojs'R poe€* ihrq,eh lhe

o7*i* - ."o .t"'. t z"teqe) - zz+(e/s)

:-ll9iq(]o the."iqhl), zta - lt co3s) | 2z+(t/r) - 361t4/r.)

res"llon) ol )h€ lorces oc-

in Fg. P-e62.

@ 1ft . z!,o cos.6 | 2so

-: q994zb(lo lhe 'iqhl)

4f:r '7@ strl3o' ' r25o

1,*!arq(- meons doMw

,:-t94! ruPwoftt)R- IEFV-IZFV

. - ft@-eEY t6rzrl''-l!.Ab GP io lhe 'iqhl )

Io"ev - zrt7ar, - ss allae.s-e. r -+an sa.61/149.9

2 M ; - :oa s ' n ' 12 J ' 2 2 " ( / n) e) 3" ' G/ ' r . ) ( t

- -L, r ,6 n 0 ( - neJ.s co"") -Cw/

- 1.67 f+ r )qh\ of O'Ly -- 1oo 6/1+9.9

- 0.67 ft below o

202 l

,6a.) Complele)y dclcrmine ]he resullonl wilh reepec) lo pi.Oof lhe ft.r,e syeiem slnm i^Fig. P- t:A.

,bl___L

zMo- 141.1 (1/.$- 2tto (9/'{-t.

zF,- +1a(t/.t4) t *to 'tnoo t za(?f,a)-2ao sinao - :89.79-Jp:

zFr - l.j.a (/rz) + 26o(9'b) t24o caced-.o.Jcos6a'--g:93_E

R " \EF7-+aF7-'@Ai6Y I Gsri.F

B_-:___sst9_A t!(up lo lhe .,qh) )

9, = | o n' 1 257. o3//+rs.1s

)(a)t eawc<iG) + ao eina(+) + ao( a)G) - lil9.19 rLtLcw

d' zMo/A - J!19!p- - 3.27ll.44.68 -

?e) Cod,pola lhc rcs"llonl of lhe llrcc ,;!e€ sh6en in Ftg p466. l-ocale t)6 inicrecolbn wtlh lha r ts y ores.

1F,. ao(%s) | 72.e48)+d(Eh3o) - A@r11 io lho .igh]

zrr - a@(..,L) - 722(t/,Et

9, . lon-' s1o.1/01o.11

9a:=A49'

:,:gOacnEdn6 do*nwdrd)R- GF? + zrr..

.,/c1_-+rgsloEY

E::4231_doq. 10 nsh+

lMo = 3@(1,1a)Q) - 3so("h)G) + 122(2/r,')(4 - 3oo sineo(3)=&: a4.91 j1:lb cw

Lx - 1121.97 - 4LD, righT o1 O

ty = 1121.q7 - 1,3en. obote Ouo.47

-

Page 16: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

iliriiili

iilitrliil,i;Irii

iilliliri

!

i

z,;o) Delecmino ]he recu)lonl of lhe lhree 6rces oclinq on )he

dorn 6hown in F;a. P-za,rtr loo.le lls inlens@lrbn wllh llle

bioee Ab. Far s6>a desiqn, thie r erseolion should oc.our w/rh

lhe didd)e lhind oflle bds@. Ooes l) ?

<rr. rc,ooo - 60(b c'o€ to'. ago:.!a tb ( to the

. iqht)

Zfy- -24oOO -6o1co 5t.l3o

t 27)jA( neans do*n'*ord)

,,/66atf; CeTaad"g, - Ion'zrt/ara

- lp.,' 2n P/[email protected]+"* 2s,91'

Ztt;A = -uooa0t) + poaa(b)'bo.P( )= -228.cea fl lb (- meons ccw)

ZM6 = aFlrbxb - zzeao/2zoco =--€.t]tL(from the lcfl of E \

hence *ilhin lhe nri&le third of.lhe bose)

267) Ihe Ho*; .oof l..,ss sho./h in fig P-2o7 cotrie€ lhegiven loods. The wind )oo& o'e pgrpendiculor to ltte in-

clined m€mb€Fs. Delc"mine ilre mognil:de of lhe resu)-

toni, iie lnolinol.ion wllh ihe horrionlol, \ whar"e li inle-

R = 2?424.02 lb.( down lolri-qht)

zt"-zo<tot++u(1/r)' +oo9,32 lb

u 4s"--fi-f666- rca -<+d",!t)

I :--.9qf.93..b-(- mcons down-*o"d)

^[email protected]:o.)rR - 1A'278.17 lb rdodn )o lho

rrghr I

lb.z.ia)b.ldblb

l o l l o l l o l t o a

22 23

+, - lo 4 z?//zF - loa'| 1&7.oe/a@a,62-+, - 64,2'

zM^ - 4+so (1/F)G) | aeo (',/r)(1,o') | zooo (d + aao (d| 2ooo(2o) | looo(tso) - hoa87 72 O.:E

.t - 16008r. z2fooo7.oa - 1!|L dqhi of A

zoe.) The resullon) of four^ 6.ces, of whbh ihreo orc ahown.in FiT. P-26e, ie ai o oouple of <€o tb-ftl clockwi€e fh €er'6e.lf i*ah sqore ie rfl. onosdo, aets-mine lhe fb""lh fo.ce

Zr' - Rttr , 11o t tso e/s) - o

ff-:lqqlg Gmea"€ lo thc lcfl€F.t . RJ,

Fr -12or 1Eo(a/s-) - o

? 'rt : 29alb +o Ihe lefl

+ao - -MP + faG) + 120(4>\Ar.2oo ( l - lb (ccw)

. d = 2oo/2oo .{ obove O

26e.) Repeol Prob. 26e f lJ.€ r'gtf onl ic aeo tb di.calca d6lmto lhd ght o1 a .slope of € lo rz passing *hrough po;^l A. Al-.Eo d61eFftine the x \ y rlencopLs of tho m,bdrg 6r€e F.

4o(1%s) F | 11o i 1eo(3,,s){E_:j6qlb (1o lho n,'ghl)

Q1 ' ZYy

aeo -reo fr'F) . Fr -12o + rco (1/s)

=t=:=:P. Goq^wora)R - F

+2Fr2 - (60)2 + (-tso)2

i :_21-?.!?&(ddo ro nishr J

_-L

Page 17: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

-ga - lE1zJr/.t, - tdr-l @l@' -+r::19-

ua'€Non{*'E't"l, n{'olu)t2) -11o(+) | rfuk) rtrt

l+:,fli:D- dti, = ao/po - Z4!L rtgt'l or oir - @A&o' z@LL eo"B o

zo) IfE ll.Ec tuEca 6l|'m i\ r's' p-27o o'v r€qt'cd ro

ote a lgia,lol .€artd't @ti.g lhrorgh poinf A' tf F =

sr6ID, &l€.niE lhc volucs of P ! r- ,tr. ' Applv UR-€'lt

1o dclc.fia R, lhcn ltn- €rac lo fi.d p. 1fi'ollt €:llF- [h-

-'&, (',/h) 6) Bt (./e') &)' 4 GlR.* +gg-6+ lb.fio llE .i,|l.l

lk ' {va+t-aG) - e*(.A-o)b) - z*,(r's)@

aea-.a (a) - -1 (?t-t,y.'').'6(t6)G)

|;9 th.q,9h p-,1 A. lf I i. Evkr to ba 3515, canFd. the

-xt(+)(a)+eat(16\4=e@)

8:,iqqJ rb (da6word)tth. -€llb

.:@.+e ti = r e/&>(.) - r (.ftY1)

L:-Ec'?,b'

P(.A.'tG)rGE5.ae)O/ra>G)-a'e.ai(h)G')'aoo.at(+)!-:!tgY

Chop lo r 3

Equilibrnrn of Fore Syeloms

Page 18: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

l

*a) The cyhM€r C ;^ fiq P-3o2 weigh' looolb D'aw o fBD

of cyl,ido. c q of rod Ab.

( " i ' " F

3os) the uniform .od i^ Fi9.P-3d3 weglrc a?orb b hoe ilc

a6l6 of 9ro"',1/ ol O Dmw o FBD of lhe rod ' tlegleol the

thri:rnoes of lhe .od b o56u-e oll @^lool su'{^o€s to besfuoth

a+) Tne fiv-e che*n i^ f;9. p-3aa i6 surf,orled i^ Pivols 01

3p. Eooh membor wo,ghs €orb Per f l Drcw'o FBD ofac\ '

s<z) A tuotb lood is supponlod by o coble whlch rune o-

ver a pulley b G fo€le"ed lo lhe bor DE in Fig P-eos 0m*

o l6D of bons Ac \DE \ of iho purlev Assunc ol l hrn-

dp. t. r,F G-@lh g heol€o{ lfe ee'9hr of eo' h

26 27

!a) ol!& o FBD df pullq/€ Eq D 3 of lhe bor n D €h4n rnP-.oo. nseu-s otl hinges fo be sm@ih g n€loot th€ w6,9hl of

.<"-Kv".

eo€) Th€ cable q boom shdwn i^ Fig. p-tsos eupporl o tadof 6oolb. Deiern1'he lhe lcoslle Col.@ T ;n lhe cobte b, tocomprEssivc ,Ale C rn the boom.

r Mcthod i (using horizonlot \vc.ri@l^"".)

r@se ' - C .a6as t O

I6'n2o't Cst^aE' - 6ao @eb6l. cq r to2 t.alolo I i. tcms of T)1 6h 30' + (1 es.d/coeq.)(srn4s,) . soo

J,:!!!=?9:4c - 1BlE Go*tVe. e.

S:!4.%s rb.* Melhod-I(using tulotior oies)

- , ) , 2 " r r w - o . c s , n'.'.

- c _ e!1.aazllL

l@ -c

Page 19: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

l

l

ztn.o: l - 6oo@6,6d r cc6,zs'. a coset + saz ea6(coeze')

-E34!4-]k'r Melhod tr (u6hg Forcz l"io"gle)

si^B- e 6o-

i. hold ogo:n€+ o sl]@lh in-

rod AE,n f''s. P-3oe. D et. Pqfl c.-*,J A cylindo" woighing aootb

M"thod r (u.i"9 t{\Y o'*)t8 of aanido. b

/-Krltdr

e- )d.\'1-ih.Ot Pc.6&'- llac.f

P - dc63r.'//@.t' @

Psins'r dsin!" * .oo @

[N...a€ (.'",{r/@.F + n.i"aa- ,+oo - l:3!aj6glL

P = n @*/@,e'

- 4e.6os(,o.a4/-. z.'P?194 lU

ll.4n6o' - .oo .t rs'

.Fn-o I P . .q @.6; + il co..o'

p -.roo 6 66' + 41g.6os @1 60'

MathoJ )[ (u5inq Fo.c€ r.io.gb)

;.;- :;.c_g-

B1o) ,oolb bar i6 hcld at r6i on o srpolh plo,g bt o forc,- p

irclincd ot on ongle e { thc pla.'c 06 shc'$/n in Fig. P 'eto. If

e - ?s' dcl . ltc volrc of P b lhe nomal p.s.6u€ ^t eqlcd bv

2a 29

FBD of +he blooK

Melhod r (u6ii9 Rololed

Method I (udrg ii\v orce)

' 300 - Nsin60'- Psin+s, o

P.DsL ' llao.6o'

P ' tl cbs6o/c.,.1s' @

,a'6) 3@ - nEi^6o.- H@Edho,n

11- 1@. 7 lbP" 212,1a2 lb

Method [ (us;"g Fo,.e1i.ongte>

sn.E .,flor q:d

<f t =or f i€ ink ' 'BoosrnTs.

d - +oj,ao1 tb<fh'o: P= ri co6,rE'- ioo @ 7s.

P= 4@,el (6k)- scb@1..

nl) If the vdlue of P i^ rb. p-e1o6dtvc il musl be i\.trhed w;lhthe 3oolb b6r in equilibrium.

i6 18o lb, d.r€rmhe iho ongtcthe. Gmooth plone to hojd

r.l6in9 sih€ l.wj q = L

P'r@!

Page 20: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

!ir). Datcdinc the nogniludes o' P \ F he@ssar/ to k@P

lhe co@!ft.i For@ .r'Ia6 sh@n in Fb p 31? In equniL'rrum

3oo4^@'+ P6 4' ' 2@ st^lcb'

P- -1t3 245 to

F ' aa/2 a'E 6tS I Pcd z'; - 2@ @s 165'

7 '.uasao'- oa z* (cszo)- zo <'x'*'

F - tu,87 \b.

s1a) Fio 3€ rcpreechts tlc -^cu.Ent fo{Ee €v6lar e}i^g ato

j6i"t of o bridge trus€ Detcmine tho voluos of p k E fo m'n-

to;. e{ullib.lum of thc lorcee

u6ihe Rotoled Are Mettod

'@ 6ih16. + e 6i^i/5' = ao6.'nat { ?oo si^l

F - 412,439 tt)

P14@@"a{ - 2@@1E: t 3d?4 ; ; I Fa ' *

P - 1 @ ' 4 4 t b '

:*) the fwa 10l@6 shown i^ Ra P s ore i' equilib'ium Con-

p" le $e "ou€e of Pt- / -

zast '4t'r 3@ str@' '46 s'n E: t FGh&'

F - - i 4 6 3 3 l D

Z F h = o

P tad@*" | 2@@.60' - r@ra t3@@!d'

&b.lilulo lh€ volue ol f

P,@6sF'to@@e"t% = (aao') r roe:o'

P= -€3 ' 12€ l l ' '

30 3 l

!1..) Ihc aoolb fol% & r}h!1..J lhc aoolb fon@ q thc a@lb firrco sn6rn h Fig_ p_s15 otEfo b6 held in cquilibriun b^/ o lhird fo.€o f <ntinq ol on unkno-wn a.sr6e with lhe ho.izontol_ oeta"-ine thc votu€6 ofFqe

.oo6in!o. = Fsrn€- O

3e-a@@a.. I r.a;a_ @4b6l. O ro .4. @

\tn = aao coszo- +/+@6ta6d\ /. -a)

-@- 4ao c.E o' _ co6s _ cdl6lltoo 6'n !o'

-e.- - -76.93s. - 76.93s bet@ \_oai.

F = .roos'n3o _ aooEna.stn 26.t38

r . 20s.315 lb

v6) Dete.mlne the votqe6 €|1- fhe o.st€s o( \€. so fhotcca EhoM in Fs p.3tb w be n e4ott ibt tun

ihe tu*

2 Go)(14) co6e-

-o- - cos-' o,ezs- e ' 2 8 , 9 6 ' - 2 9 .

_29_ =_L

"n* =t"o ("nzg,)l/n

Page 21: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

i r :I

ll, i

.

il

t l

l

./ :r7) Thc ayslcm { l^ndlc' cire dlt?a^ h Fb" P-trz e'FPg't

lhe indiootal $/€ighls' CtnPute tlE lavile fo'Eo i cdrc,,n'

ecn.n ' 'aoor ;canat 'B - 36+ .ao(stn&')

I . 914,162lb.

-s----9---2--

D' &7lb

A -- cc66 | 9..s15'- a<n(a"a1 t q+ra(a-1€)

A ' e16.11 lb-

Fototcd ,tses Malhod

ae) lhr€c barc, hi,yez ot A\D\ fdtu) ot p'C a' do$a

in Fls. p-318,6o a ur-linr ncoroni*r' Dolxtte ltrtd*

of P lhafwill Prevonl rDt'on'

s6,'= .d)an*'

i = 15t2rs b

tFh=o qb<t A

c- w.@+', A46o'

33

<F,. a

. P- 22z.or 6tnr . .

u6hg rotiz t.todgle

-g- 9, - _-LEt 60' .i.r.d .tn$'

v-d^;i- =

#i. -;1_

P = 223.07Gtor, )

P = zo4,7t9 tb

n I R)A stD,g . Boo

t7 - 8oo 4oo6t.e)'

11 . 463,6 = 4s4 tb .

-,1, --. "" toqcd [email protected] o 9tn6tt 6po.e. a.po6t,m lwa

?t,rd6€ eeh

^sasrtnq 4@tb q ;"",, ". ' i l ;r"; ;P ete , ayer frictto^b{s ou 6,s ta |\e;, qht+ ot ?ootD \[email protected]€re':n^: jhe oaebo\rhe nordot pro.€!,! N t4t. the o7tia.de.s \ the sm@ih raatuhtot ^urttu

Page 22: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

ec.:t fhc FinR l.us6 €holn in Fig P'322 iE 9"@o ca

ler oi A t') o hmge aI B llg gNen loads ore nordol

i-'i""o ^"^o.' Detc'd,i'e trE paotronc at A \ B

plac<. )ho loodc b.}, fh€i' reculiont

to lhelkl: Ro-

.ona " eao(e'"eo']lat)R^.451A,Alb = a62olb,

Rsv r Ra = gooo sin6o'

P,a< - [email protected]' 161A.e

R e " ' 2 3 o 9 I l b

P-ah - 8@o ct'e'

6e'= Rev'rRen" - (E<n 4)' + (4aoo)2

Re -t(2aas.4)' I uaq'Ra- 461a.e lb 4 4620 lb

+o.O- - 2309,+

4000

e

R6 ",+6zotbs ot 3d" w; lh +he horizontol

l4 a5

32!r) TI€ l.iir66 e,v,'*n i^ Fb. p-32. icdt A b o .olfe. dl p. A lood oF 2@lbttE €oofione ol A b S.

cuplo.'ted q o hi.saic oppbia ol C. Dol.

zMA- oaoRb - 260 (@Eeo)(is) t aa(etnza\<a)

RE . 6s94,76_ 30_

Ra.2tgg.za b * zaoo n

R^\ = 2@ C46 so'&\h - l7Bz,O5 lb

R^v = Ra- 2oao stnaa.R^i - 1199.8s tb

R^"- R^h. + R^.2rs -,/ t11t4,os)x t (fq9,35)2

R^ = 2106 tb

l o n € - - P ^ w , 1 1 q 9 3 sHAn 11a2.bs

'6 . lorta {99,3s1132,Os

€- = z4,aol

R^ - 2106 tb down lo +te tefi al-6 " 84 ,7 '

Page 23: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

:z+) A wherl of oin rodius co..'ec o lood of rc@ lb' os 6l'6i/'l

in Fiq.p-32+.(a) oele.mine the honizonlol fo.ce P opplied ol tl'c

cenler which rs neceieory ta slart lhe wheel ovc' +h€ 5-h

bbrK. nleo find the rcoclion ot llle bloch (b) if the fo.ce P

nlcy bo inclined al ony ongle *ith fhe hodzonlol, dolermine

the rnlninurn volud of p lo slod thc wheal over lhc block' I

o"qlii ihai P motr,es wrfh +he horizonlol ;\ lhe reoohbn ol

the blooK

.t e = o/41 - elo =ae

") p-- ,7

,439,Z r 4 d ' o

5P - 1o@(locos3atp ' 1732.651tb

?. Pd .rs3o. -_ i32,o51Ra = 2@Olb

P i6 min iduh i f i l wi l l be -L to Fa

hence,-q ' 60 '

10 pnin = \oao(1o.asso,)

P6\^ -- 866 tb

Ro cog3o' = Prnin cos6ops -lp^;n1nsaod/cas tt

- laeo Gosao'l/ cos to

36 37

tsl Dol.;rn;nc t'hc o,,ount q direct,bn of Jhe smolesl forteP ftqu.tn b E,o.i lhe wh6et ^ Fb. p-3es over brock. whol i€lhe reoclion al lhe bt@r : ,

casq, \y , cb.714 _ %ZMa. A

,aco(a) p.o) p/(o)'a "^t..,",.1.X"'l,r''riL1,l"26t ( t .ae) Pcos- h .6^ F6, " \ / t sq , ,a " ,u i t , . o . t ,q .

Pd{ (d6+) r p6hq(i.6e) . iTso(o6D P('6i"q) l 0,6+ jF a"q l 1.se p coe< + 1.se de 6,nq . o

#1"**" *" ." , "_, . , f , " ," , -* .d 'P * 19 6apa^q - r .eep@ \d 4 l a 4 @ 6 4 + i z q d r q .

Lag C@s- - a.a+p.,n-,

lI1 = fod< = l€1o,6+

o,64

< - 7 1 . 2 9 ' + 7 1 . 3 '

o

h(W .;1s.,1'

P stnso' - "o- 1.tn n, o" '

P = 1es4 h ot / .a"Rsthsd - z.co (€D1s.r1")

R- 641.6 lb ! 6+4 Ib

w',h

Page 24: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

iIr ll r

l

l

i

j

ird) Thc c/l;ndcFs i^ Fq. P'326 hov(, the indicated weighl6

r., d;mendone. Ascuning sruolh conlocl surfoc€s ' delc^-

mine lhe rcoolione ol , E, c , \ D on lho cTlindors .

FeQ of Enall c-/litdc.,

er l1b41ao' .R6a6ra@e d - P6

Ft . <o asto'

2e' P.r. stn.d

P |a- f @lir,q oldg lhe rj'ore eto*a h fig. P-327Delernhe lhe votue ol P \F

$(r) aAsti - 1so (6) t ae82)f - 390,15 lb

ts(P)snsz,+ - twg) -dha)p - - 1a7.6,4 tb (- @66 colnptce

10 Mrl

FcG ea'l- P@6t4 - t6.o

zso ra (aseai) - ( 1.'.6,)(@E6a.a) - a<to . o

38 39

tsro) Two wc;9hlle€6 bors p;nnod togelher os shown in Fig p-s2o supporl o lood of .sotb. Delermine fhe fircc p\F octiaqr.specl'rety olong bo€ AA i! AC thoi moi^to,ns equitibrrum

Io^ P' lL ) p.s6.a'

to.o< r j_ i o{i3s,66'

{{z- o(+)fco'o< t (r) fs'ns " ..Eo(s)

a F6o6 se.6dt 2 r(s,"!e.66F so(s)f - 6101 lb.

zPs.np a [email protected] - sso(Io\2P(ane6.a') | 2P(caE66.t1) - zsod

p= 901,39 tb 0c .t6)

E e.) Iwo c.tti^d.re n q, 6, wc&hjng lootb \ zootb ,€dpcclivcty,

7". ?'"-"r"d by o .igd r€d cu.vc, po.ollct {o fhc anoo.lh cr

lnd.icol 'urface Eho\'^ in f tb. P-a2e Dalcrm,hc lhc onato" o<\e thol danned the poirtr'on of equiljbn;m.

e.cd ' -< @

lodl.4s< - aoot@eloocoga . .oo @(eo-a)

rcoa-<-m(-so&,.".an^\loo .G4 - ,oo €nEo 6'rF(

l]!s-i t6< - rod26a@.

- ,o - 26'a3's,4.

Page 25: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

&orb-l -a,ltu -opI .{€o(a) roo(+Xe) + R, (1o) - !0066) - o

. R1 I R, = 3oo r rood4) r .oo

RQ - s2o b'-

fnzn .e@ lo on inle4sil/ of 4oo lb pe. n

es) DelcFmlnc lhe reochbre R, \R, oT the be.n in ta P-#3

looded;th o concentmled lood ol rdoolb &) o lood .oeling

Pl= Feo lbs

fo. the tlem looded c 6hown h

t6R.' 16F.2 | 4F1 r1600(a)

r5R, =1600(16) + soo(a) + 1600(3)

R4 = 2loo lbs.

R 1 t R z ' 1 6 c , 0 + S O a t 1 6 a AR1 _ 19oo lt\s.

$Rr -Mo$+gQA.) + 60(6)(6)

R, - .9.ss lb6.

P4i Ra-12o I eo(4) | 1149)

r\trr -l<ooQ)Vr, {t*o("W\- ea

40 a

€s)-The .oof -1tu6s

n I b. p * ,s [email protected] b./ o mlk, ot 4 !,o ht gc al B Fnd the 6jues of lne rsc rrorrc

Rsh.o . . . Rp _ 9s i ,39 the.336) I}E cont,h'@ beom shdn h F,s.p-sec is burft hlo a rcrl

1 , , " ,n 'o . - lho l , l roale oeornet po,n l< A\L rh€ beoh i6 rz .

ons \ h€lgh6 jootbpeFfi n concnltuted tood 6 2@a tb j6 oDottetaI the tree c'4. Comp"l€ the n@chbn€ ol ,t kS.

. 3a R\ = !ioo(10) 1 600 (eo) + ea6s)R^ - 966 .67 tbs.

1M^"a3oRe,- e<,r(1e) | 6oo6a) + soo eo)

Rs" = 9f3.83 lbs.€Fh"o

zRa.e@o(1drtua(12)(6)

R6: re60a lbsP , ^ . R e - z @ a - r b G z )R^ " 1s@-zaza- 12ao

1dR^ -ad(14) , Faa(1) .o

€ o o r 1 9 a o = R ^ r F i e

1'l tP ** beo,n ,h F,o p.ra2 iq €upec.,e<) bv o roaL,,on

;l .:: : : -*.

,ot n whioh_ 6epo.ore€ ,hc upp6r k rowe-b€od6.D€r"- ih€ lhevarus of d; ; i ; ' *"

^**

Page 26: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

R1 - 1760 lb

ss) Thc lwo 12f1 b@tns dl('r.n n fQ z-4o oi lhe Poge @ 6c

;; ;-J ho.' zo.lo / with r€ePeol ho ooch olhc' 9 tood'i

tiiJ ," " "^" posi:t;o,, t' CD so ihoi oll lhrcc reoclions

;';; ;;;; i."r *,'r "" q n' nen bo? Ilot tor qilt P

be from D? p.edb

F . 34O ' R1 'R, qRB

zF"- oRc -Ri rRs

Rc - 6ro lb

R6 (Y) =Pa(12)

Y = 320(12)

Y = 6 f t .

tM?.-oloPe - 16oo(t+) - 1o@(4)'o

R4 - 3a4o lb'

toF,l + 1600(4) - lo00(6) 'o

co.sn4ring th€ 'rPPc.. b€om '

PG) - tk 62)PO) ' 6.062)

ga r. " 6a.62)| . 6ao4a-)

960

x . g F l .

. . R r i L R 6 i e 6 f t o P o . l .

P , e a f l . l - r c - O

42 43

a/4 (D/4) ̂ yr(d/r) r p(o/4)'NDA -w{a = PV,

wA @-d) - pD/2

aa;a,w-3L

(o'd)

tto)Forlhe sy€,@ of pu e),e €rfrn h Fb.p-ero, delch.incthe ratio of w ta p to rcintaia cguilibiuh llcaleot orte fnb_I'oa L th€ weighl€ of the putlors

ta) rf_ aah purlg €br. in Ft. p-Bro wei9h6 36 rb \w .7zol4F,hd P lo ooinio.h lho cauilibriun.

r,1' 2s.2b p- e6 | 262)/e

Page 27: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

i!1.--

s.r) Ihe *tr€el toods o^ o i@+ orc.gi'o h Fb P'ea oel5'--'*

"t ,Of.* " so thot lhe reaotio" of ll'e bao al A rs

lni@ oG gFAl ..e lhc Eootld ol E-

aa!)ihd we{ghf wof a l.o"eri"g a6ne \c 2oIo s dit'g o56to"^

'^ i,t ,- "nu lo p* *nt the @^e l (tn.lipPtnq 'o lhe r'gl'twh'

- l"*.ttp a @,r P af 2a t''ac'.o..@^td *'ts1 -S,: ::i ,.f

il;';:'il"r"";;" ,r'q *t*t the oo'e*rrr re#'n in e4uirr-

f*- ia^ *i* the @'imum taad P i' opPtied t" wfEn lhe loa

q = 2o +ons

U- 2Rs GPe'ltcA .aii+ion)

tsr.a= 6oaG) + 2aoGt+)

.5p.6 - eaor +eoo - @

RArRe ' 600 t 2oo

' v A - e @ . R 6 ' e @ A " @

b GbVa) " e.ot) + aaa

Limilinq Condtlio's,

\ thq P'o r P.2 'o

\ rh€n P'2o ) R1'o

ztAq-o (* ton P-a

4(x) = zrG)q' = r4oTon6 _-O

aMR,'o ($.6 P'2o)

q ( " s ) . z o ( . ) t e o ( r o ) -qi i\{sl = 22oTons - -el

- 6 f 1

4445

!€) boom AA i6 9uworled r;r o hortzontol posifirn h/ o h,.seA x*. o cable $h,ic\ tun6 fton C o@- o smo puite/ ol D os6hown in F,ir' p-ra€ codpuJe the leo6,bn I th the cdble 1^ iheho.tzonlol !^ve.irbot oomp@ehls of fhe r&otion ol n. n :lq l the. jEe o{ lhe put te/ o l D.

zal.) R'paat pftb ea6po6itb^ at whjoh il islood€ retuln verl,bol.

2oo(z) | rca(6) - r(s663a3')(+)

I = 279.s2 lb.s.

Ph = r.oe63-+a"- (r7e.ez) (.663.ai')

R i r l 6 i ^ € a , + t s ' - 2 a o t r c oP.! - 3oo - (21s 62)(6n6a4z)

Ba - bo,a6 Lb.

ir +be aabte putls {he boo,.1 AB in{o ot cl:ned ol 30' abde +he ho.,z6+at. rbe

6tne' - V4 lon€. - 6/4@ao"

4t .1,t{z).,tet | 1&(6)@ao'

Re+I6h--. = a@ r11x)

R! - 3ab- 216.. (etn6d)

Fa - 1 t2 .5o lbs -

Page 28: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

B Eoohftorc etos ;^ f b P 4+s i6 tupPot'tcd h pr''ot6 oi A \

"*"* ".;ut " soi p'tfi d"p"le tho f@'r?io:T'--

n * t " ho.,zonlo! \vaticol oo"poale ol lhe

rrg) The teuse. shryn

&-o hinge ot A solve

Beo) ComFrle lhe lolol @tioas

O E

i^ f ig. Pia is oPPoriel on re e's ol A

fd. the conpo.'€n+6 ol the reoolrorLs

Rsh - z'to lbs'

21R^ | uo(15)'dL) r '+46(56)

q--!4 R^= 71o tDs'

24R6! - @(12) r uok) - 4b62)

ol AqB fo. lho fruso shom ih Frgu

/t /t-. / t / |

/ "l/ ,1,/1. ,,fr>E I

rU ln^ 12@tb

-- 194c

l!.'bl) = s&Q) t4l6) 1'8'h')

lit' ' 2455 67 lbs

nh . Eh =?+66.6? lbs.

&r -^ao+s@r@raoao

46 47

Rsh - soolb6.

R^= toag,7tr p@(eo) - se(^d- a@(ao)bs.

{fv .O

PlNrR^-6o0|12co+sooRa? = 12j4.2e tb6,

e.E - GAAiGTGAF - Pa4.?e trB.tang. ;p1i .ee/eoo . . e - 26.12 '

i. RA a12so.7s tb6 up to |he tefl ol 16.12.3Er) lha b.4m shom in. Fig!,re p-s6r i6 cuppo.te! by d hi.tg,e ot n\ a mlle on a 1la2 6lq,c ol B. De]'eaditn@ lhe resufont rechbne

ft(Ra'\ - a{t<12)

t6(FLw) ' +oo(i)

Br Rol.o \ Ptuporlion,Rsh - r R$- s,(1/.)

KB -Yflgo)' t (3oo)' - 335.+r lbs.

R^ ''Lrr..-ziG'jf - Bo ,, tb6

!6r) A pulley ,+ft. h dioreF. \ sdpp. "r'^g o t@d of ,@tb :e @n-led dr € on o honzonlol b6n Gtq p- e.2\ Thc bam ,6 guppor led b, o

Page 29: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

I

. eoo- 2c6Ginao)

R6- loo lb5

Pc(s) = 1co(a)

zF! -a

R^v r Rc ' 1oo lb6

P^v - 1oo - .eo = 60 rb6.

5 f h - o : R ^ h ' T @ 6 & '

P*\ ' 4oo @6a'

' 113 eo tos

rOD of lhe beam,

e - 9 - e . 4 = 0 , 5 6 f l -

R^- @o)a t(18.2o)z ' 1ea27 tb6

lo"$ = soy'tz.to ' r'1o'' , k^= 1oo.21 lbs ot 16no'uPfolhe

ngnr .

sse) The forces octing o^o r-f1 ledshl ofo dom ore sf@n in

Flir' p 35j.The uptlo.d qrou^d |.@ction vo'es un;io'olY ftoh on

' '1i .n"ity ot p, b/n. at-A lap" lbA or B Delemrnt p'r p"\ol-

so +he ho,-,2r.'lol' re€ieldnoe to €lidrng'

R4,Bionce to 6lid,iT,

F - 1oo& - 6dx @e'

F= +eo3.ss lbs a 4600 ros-

R= 6a6tetA3a' | 24o..

R* -- 2to.n(1i r axbG)- rc.|:a (6 )

48 49

A-R/B(r6e,b)-#\tt #E 12 t&_

P,.R/B( '6e/d. tg l 11 s t (s€, l - . :aow.1 9 1

3E+J Cdnprtc the fotot reoonbns ol A\B on thein F(t . Prn5a.

tong- -iolo - 1/4 )e-- 2o,s6o

8oq6r r ac+oG1z6,66')(1o) t2oo(1o) . e2.a/c.Ee6.s6)(6b) |'eo(6o) | o.tu(ao)i bca(ro)

R6\ - 4622.+91b6,<Fh -o ; R^h = 2c'b t 2Z4a s.2866" r 3ooir€ rbc.1M6 -g

ao p,^a - e.,.'rAo) | rc6 (6a)t z@a(ao)+ 3a,t (b) | z2ao(@s 16.

lonq ' 33u-o9

| 224a{€,n "6,s6)(1a)

€F. +an_1 3976, 09!ca1. *)

.'. R^ = -+er7,e7 lbs up |o ihe ri9h1 ol q - j€,e6.

355) Dele.oine lhe.eocib^s al A\Son the niik +ru,ss 6h Fig. p rss Mehbers CD \ F6 arc re€peot&ety pe.pendic, _br lo n E \BE ot thet. midpohl€ .

Page 30: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

iX!., ^ = poa(as\ l ao.x)(a 2e)+ +ao \et iQ^ - 536i 27 - 6360 lu€

t!)'r]" ' -""n., , ""*6ets) t <aoa(+t zs\ +oco @e6 56'(+1 26)

Rsv = 6131 67 ! 6130 lb€-

Rsh = .ooo s'n26 66" - R^€r^3o" .

- 4oooatn26 s6' - 5361 27 stnaa

Ran = a92.Og5 lI$

Ihe c,]ntilerer 1.u36 6ho'n in Fq p-a% ; suPPricd-bv o thn'.i

i; , .tt,r BC Determine the reoolim oi A h B

ton + - 13/ta t+'26t6'ac =sa ' ts/cosze Ee'

r ' lc- aa' $17 f)

Ao - 39p9;a: s,.ed

Ao -. BF '> 16 17/cd

Ao" BF = to,75 t ] .

-B^, - -!999-

Q^ - 2ooalbe lP

50

35t The unilonm rEd in F,!t. p-ae7 wc,bhs +2o rt \ bo6 ,lsof em"ib, ol d. Del+mine th. t.";-,;;;;ftX.:tione o'l lhe 6moolh_eurfooee ot A\8.

aM^-O

2I r 440(6) - a f i sh4o ' i 6 r t@€.b!l, stn lE - aosa6.

2T .r 2s2o - t6 tlstd.'.

T - ad@sa5. - 1260 ^. e r ish+s . - t?6o

-

s u b 6 l . d 1 z i a 1 ,

n@94s' - grlcD.+s' -e6a-7n.*16.! - 1260

, r -dcoe.E. @

fi - ?s4,sd tbs.

2R^ r aeo(a) - d 8ha.G) 1 n@*.f6)RA - 6dsn4s.- e+opa - s (2.+.soxsr"+s1 - alo - 2!}o tb6.

js in €quil;bf;um unden ihe @lton of Jhe fveFis. P ess. Detemine p, R \-r.

R(16)i r@se(s){ r6nef6) - 6co(4)

| 4ao(s)r6R 1 9T66e f 6ro@ _ Eooo @=Fw -o

o1! {l'""'u.4 e- 6 .a7 . R '6<b- t@6e @

$ (6c).- Ioase) ! elco.+t 6rs,no. €6@015 (6@_ roo6 36.s7') 1 €.r @sr'e)- + 6r€,n !6_s7- . 6o00

T- 12es.7.t tbs_

R ' 6oa- (128s,7) es #.s>'

R- +2e s7 lb6. (!p*a.!,)

Page 31: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

P +1.,t1+ - 1@

o - <a- Gz*z)'a=s ez' -'P ' 37,.qz tr,s (ro rltc lefi )

# '#4'o o - ae.afrE

@.r$ols ' t=P^@4'Gz) A-:|, - "r"^1'*' -1 tuo llF = 1'e 2" tE

*",',^oii-*'i' ,'* as.-'who' .{o\re or 'r ocrirq or '( = 3fl

ftvja b tig NeeP lhc bo' horrbrtlot

& . , 1 4

- t c ' s ; 7 9 f i '

caad - f r t N-+.3e

- o o = + 2 4 - . ' r n l l '

I t a - 6 - 1 ' ? , = 4 ' 6 1 f l

1 6 61') = a@O a")

1 - 60'3 b€

52 53

?6t.> Referdrg Io tM 34 ,-'F f = ?dttb r( r - 3fi r .r6lffii.!€ tlpagle €- ol wh,ch the bo. *tll be ,rc|';€d l., the honzohtat

rl is in o poerlion oFegu;librium." (!4fr!e1sct, " t-*.ffif4d)

Us"9,+brlb,tu@tn," ,s, - n(l-,')

fo. &,!-o = lof.(6)Ga)

3- , 16@-. qR^.b Ro,-g-tzene = - lqd i'-"a,*e)

ft. 'he afd;"ales d pl-o

r 16@ = D (caee + 6ns-) -x

x =gGseCt_6'!9)I * fdn@

fo- a+ p^.

J = .tzGne+e.\e) -\-..3pr.3 = Pta at (cast st'e)

nl'a"*t-pL -'**1 - $q[ sa6€" - "(,..e, e r"o)l| l ' l . . a ' I L . l . t ^@ ]A{ e.t i - 6&e - 27.8e - a,(@.+',na)

1t l@ao 1r+on@

:: og+ - 6o(@cJ eno)1+ aon6o

3B@€+6rlon6o) = @ cGe | @ 6nea6€fal(r 1ro"@) -@-l - "td.6,.o

[=(r **an eo) - oo] = 6.6. (eo)

ldtot = A@26279-O- - 26.6aE'3A7'

Page 32: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

-

ChoPlor +

'Anolysie ol S{ruct':rcs

54

'1{,a) Joiat b of lhe lruss sha-n in fis. P- ao2 ts euajecled to

gle of+ degrees wilh thi6 slnoghf line. ghow thal the lor@ in

Bc nrusl ba ze'.. Ae e.alne lhi€ r€sull 1 lh€n €how thol 1fie b.cqs ;^ mSdb€. cO'oE EF,FI,HI.,HKI,\JK t€ obo zelo

Ane. At o jo'nl €uqj6t€d to the @tion

of lh.e€ flembe.€ bul r€ d{ha lood,

il t-o of |he menbe.s o€ corl,'1@.'

the tc/ce i. the thin menber musl tJe

the 6rces ererl,ed br lhe lhrce membeoe n8.6c' \BD. M

AD\DD ore in lhe some elrcighl line'but Fc ls inclined dloho.-

ae) Delen;6e ,he fo.ces ir €ooh ba. of lh€ t.oss 6haah ;n Fg

P-e3 . llkl: Fri.sl daiemine which bqre cd.-/ @ load oihq

p.haiple ddeL'ped in Pnb to2.

c E - c F - o

P - cDdn@'+ aeet 6o'

6'i!€ r CD=OE

P - 2cD e t^e'

c o - o , 5 7 7 P = a E 1 C

CO - BD ! o,gj7 p

BF = BD@s6o'

bF - o.67aP coe 6o"

Br * o 617P (o.s)

BF-- O 2A9P - f

Page 33: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

.aa+) Del€.dine #E lorc€€

6ho.t iA Fig. P-31

the membene of lhe rooF tnusE

atrEid6irg lhp rhole libur€,-tu =o I R^v + Ror' =libtfiosrnb'

R^v r RE^/ '160-. .O

FDs - 66.6|b.Brv @ Pr'A

4,.a--lF"'

tfa'O: gr,cinr.,', AB.i^N; '1oo +1e6&'

o.5go t o5y'O'1cDtsopo+ so ' ts(z) ' ta-@

<fh-a: Bo.tE,go'= /.ba6io't 1@ctag'

bD = ̂ 6 ric'l-*@

@ p t B .

.06) Th6 coniilove. l.uss in

lhe fucs in oooh tnemb€r '

R ^ v - o e A 6 - @

Ac' 0.A6 AB-@

F^v - o.e(.oo)= solb.

&- Ao ' oe65(AB)'o,E6cje) ' E6 6lbjr

@ d cAB) Id | /\b ' 4')

^ 6 . 1 @ b - b

,,. E,o- /.E+,loo,, 2ootb - c

. ,Ac - CO ! 46,5 lb, -T

8 C . 1 0 0 j b . , . - T

Ft4 P- 46 i6 hi.€€d ai D \e Find

@ P t ^

AS6neo' = 1dO : ^A'ao.'dtb' 1

<Fh-O I AC 'AEco6so'

t\c - [email protected]' /, .C '1- f t2 lb ' - c /

67

bp . 1.?,12 r

@ p l a zry -o 9c.t.6o' -pD 6.nao, . rooo r AB sn3o.o sBO r o.g66Bc r .rc,oo+ 2oao(o,r)

o.eaD I a.e6ac = 2ooo -. - a<Fh *o : 60 ccs3o'- Eccos5e. { AE @s !o "

0,466 ao- o.6ga + 2oaa (a,366) ___.@q , E l i m , n o l i d n r r \ t

+ r.a sso + o a66B. - 2@a) o,5(o,e66sO-o,eac - 179?) o_€66sa'2a9- o,6(2F@)

bc.966tb.- . c /

@ pLC

o.25 BO + d..+€3 gc - looa

CD6t.6v"- Pt,E|.60' I lococo- g6sfos66) +iooo

cocos6o'+ Ac+ scco.6D'- CF&- 2o2o(o,a) | 17t2+ 86{' (a9) = s1ru ib -. . _ C

^9ana6 - ftoo eo,5o.

Aa = 11321b - . , - ' t

Fg P-a<r, coip-le

l"e lL€ . 'L$7 {"

+oz) In lhe co^lileve. l.uss €ho{o irforoe in m€nber6 AB,BE, \ DE.

@ p l - A

@ P I B

u6,19 F.otdt,b^ of Ax,e,

i ee.rrsiro l- r

+ o,25Bo * d.rqi sc - ioo.

' o?s Ao - o..!e3-bQ E lgoo

Page 34: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

i^ eoch nember of lhe wor.en trucs.osJ computc ihc fonce

6hdnn in Fil P-'o€

R* = ABs|n6o'

A6-A!9_

A3 ' asoT 62 < 4910 lrc

coneide.ing the wtd€ nborc:

= M E ' o

R^t(n\ - e@($) t L@l1a) |

R^e ' 4240 lb

ZfJ aot A1s;n6ci - aa@r

rc' -4s11stn6d -2OOa

srn5''

, , rc.2@tb- '- 'T

Agco6so' - Ac

tc- <qto Gosao)

/c ' 2459lb-- 'T

@

4h.o: BO. /\6coe6o' r bc.a66o'

ED - +e1o(o5) r 1600(45)

BD.3755lb- -C /

p i . clFe=O: w6n&'I caen6o' ' +OOO

\EDok @l r co&'06f)' aoe

co = eog94 + 4O2DIb' ''f,

ZFh-o:Bccoe6o'r /€ = oDao6@'ICE

2b.o(o5) r 2ass = 2o2oGs) | CE

c e ' 1 w a r 2 4 s 5 - 1 O 1 OC e ' L r + s l b ' - T

5859

ct = 300 lb-..c

DE6tr|@' , a1st @' r etd

DE- 2o2o(o.e66) t so@

DE- s+94.2 v s+€otb c

ai1.) DolermlrF thd ftrce in n:E]mberc ,,a, /c)BD,co, qcE of tk)econiilev€r lru€6 sho,n in. rQ.p-411.lf lhe loods were oppliedoickE in€l€od ofol E\D, €peoify whioh memb€i6 *ouldhove thoir internal fo.ct ahooged.

ton6-- 9-

@ pl . A,

@ p t B , ZF .O =Fh.O

r.f,l.Fa3,as'-1d) AC- Bcos

AB - 1eo,2g lb r'.c- lsotb

@ p I c

t*/* .

./\B@za.@' .eDa44.@)'

AA - ao - 1eo,29 tb -. :f

ta o -94?

PL- A: I oE'i..e4'

co- aso)b-.- ' l /

Ce - CA.:ocsol2 | /\(a- 2g)< 6s3:12 t 190

Page 35: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

A, +De - io+t/6(12o\

... 2OJ = 12or e/s(12o)

2Da - 192

D v - 9 6 | b . = A v

lnta.tonsnq hinge k rclr6'

eppo.t *tll not chonqe ltE fo'ces

in cocl' ba. e,.oopt {ir Ac &' cP

a c " q , t e / , o ( ^ s )= 22a tb6.r'6td\)

co - B,o(s/e)= r2o b({..6€n)

&--

Ac .12s |b (lo^.d^)

66 - 156 16 (a"p.ccaoo)

0 1 D :€ to,.c.

* \ t- e6-

s--+Bo " i6o tb (cdnpc66'o^)

co = so(slo) -oh

b q t , O h ' 9 6 | b

.', Co '321b (la5o'r)

dt C: 2?r-O

AY TDA ' BCgC ' 192 tb0€'€ion)

@6l

aoe) oelcrmo€, lh€ for€e in m6nbat.5 AS,BD,9E,qDE of lhetbwe rof lruss ehown h Fb. p-4o9.

A" (ao) - @o(3o) - €oo(2o) - ..o(ro) = o

H"(1o) -,ro(€o)- ooo(ro) -6.()(4o) =o

Hv: 9r5o lb.

a.

sEsh6o ' -6oo(Eh60) .o

BE - 600 tb (@.nprsi6)

[email protected]. r@(@.6o) - atoo60- rsoo rb (cepr!<,ir,)

t'a) Oelermiie the liJr.e i. €och nerba. ol ih€ pro$ roof lruse ehoM

AS - +s@ lb ---C : FHAC:6H - 366tbr-T

o, E, 'Y /@ u5iae d* ^c,

,Y ' ze" .o &=1s&bc-F64/ l* a lhc at-,s,rct o,6

.aS-ED=DF - asoo tb-..-Cat c. f.d-

E w-.E_,q-_es_g .ti5

:. co= 463.3i rb-.-T " DG

Ac - 2/r-n q) t cEcF . :,64)0 - 7A (ztee.az)(F = EA . 2400 tb --- T

D E = O

aM{-o. ,6oo(ri}rad(€)t€oo(e) = AY(3")

Aa- adttb

'/,

l^w

&=4q-_Aq

Page 36: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

a1t) comPuie lhe force in eoch rn€r'be' of lhe lru6€ 6hown in

f,A.p'+to t lhe loods o{ B\o a'e shlfled vecticallv do"

-o.a lo oaa io lhe loods dl d b E' wil\ lh€re ba on/ cho"gp

in the.€oohbne ? Whioh membsrE' if ohY' would underyp o

aho.gB In hte.nol, 6rce '

oonsid6.i.q lhe i?hols fi?u.e.

p,y rp'd - 4,o t2@r2@r eod

P^w i Rry ' 1600 lb -O

1MF.O

9^,Y (eo) "4oa(4o:) r 14("j,o\ t ^blao)

+ a@(?a) ' eealt)@b61. lhe 6l]3 of R^v in 1-

Rt! - 1@o - ego - 12a la

a b o = L A e ,

BO . 9e5Z' -4e2.5< 4 9 2 t b - r c

+eo++,/b = 4'.o te.

l-. {nGe') t k1e8, - a"a t ac

<r., .b Bc- 7o' o+ ='7@lb - - ' r

B^ , -A ,Bs , ^ a3 . @ptc . 5 C( , ' B- 9s3.er { 94elb- -C

<Fh-o tF! 'o l . *Ac - .^a @€6s 43' bc'Gco | 2oo

- se6 @66? .4 ' 7oo - \ c0 | 2oo - Ca' l feo ' /

/c - 44o be | ^At : ' tb - -1 ' ' - t l to)b - -c

<tn-a : /cr Gco ' t F

cE - 4ao+4G612o)' 114a:16 '! 1740 lb - -r

62 63

@ p l E , @ ?t. F,

Rw' YE cF

€hown in rig

DF - [email protected] 4 161o1b,..-athe force in eoch m€mb€. of lhe crsne

@ pl. A,

b ' - 02 |ca - ?occ@Bb. - 6. t e. - z.G>(s) c.E126.

b = l 3 . o a -tn | , 62 -@-os)'t s2,.G.oaXqc.FA

A" 22 ,Ep l

bD6D5o'- Bc6h.ir'

o,5 60 - o.s66Bc '-ta

tzo"o . o.eor(ff-e6) + o.sacBC = 6c0c '26 ! 6000 lb_ . .? ,c

,,,!a = 13O9A 61 - 131OO frr -. t7

1Fh.6

ACc@2aa9'- 6

,'\D- 1t1oo'(6e2.6q" - 12o23.4g tb

tB = 12cbo tb_-_c/

Bo'=*ad = rcsg2 rb ?,+ lA lAAtb- : . -C

@ P l

,^6 -eo@s& +Bcoa6o.12t)Ca - o.a66ao r a,aBc -a

Page 37: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

aft) Ocfc.mine thc for€€ in mcmbcr AB'BD'& CD of lh€

lruss 6hown in Fig P_a14

K-,T

" ' T , ' l q 'u, sblb coo lt h

4Mq = o. A"(36) = !oo(27) t .ooQs) r @G)

\k A8= Goo

Ag. 948.99 lb --"C

Z F r ' oAC - ./& AB

AC= qJo tb - t r t

ol B, &taaon "

&$/a rst

r/tio Bo - y'F ^aB A - 6 3 2 . 4 6 l b - " c '

'/It Ae - l/.Fo Ao I eaPa - 4.o li) - _-T

;e -E-c.l"-

CD = 125 lh - - -C)

64

atA}..',@

+1s.) Solve lof th€ fo.cetrusb Ghown in F,i?. p-4rs

in menbe.€ Fri, DF. s, 06 ol the

Fr = 1274.19 a plo tb -. . - C

@ Pt. f, @ F,

/,tz FH - 16 | t/fi DFt/E h2io) - 16 r Xi baz)

F6- Eee. 4 6a'tb

co.r6,cren ng the whote,

Rav I Rhv E too 1n@ r ocroR^w*Rnv! l soo

tuNfr6) = aao(e) r 3606€) ,

R^v = 15Oo-9oO - 6o0 lb.

7.r, FH - 3//.tri6 DFor - A@]li)

(3' tzoF - 9+c.6 4 947 tb_.._c

@ pl. 6,

4/5D6+6t t ) -9c ,0

pa - 3ao (s)

D6 = 3.75 tb _. ,_r

Page 38: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

ru) u6inq fho mctthod

be.6 BD,CD' \ c€ oi

ofGsctrbns, dele'oi'e lhe fo'ce In med-

the roof lru66 6hown in rl9 P-ar7'

con6deri.9 lhe Y'hole fiqur€

..28 F^w r FFw . 360 -O

F*(1D 'ao(s)

bo - eob2)

p o - $ a l o - - c

co - s/. Azo)C o ' 2 o o l V - - c

cE' 3zblb - -1

41s) rfE wofco lruss rood* -06:0::l i ::j-^:'":'iffi' a1|(d of oe"lios'. - -^,,^. ^r r- \ a I'nqe o1 A ar 1r'e n

- . . r - rh6 {^ .ce in lhe re -m^e w w\ ,5a t

ooosldding lhe {fEle fEu€'

1?n-o' p-6A ' 6aa ltj

4W-O

6@ Oo.l + 6@(0) i Paabo) 'aobOb)1

P.d (a)

Btu p^eG6) " ze6.)

6667

,l{s

or(2o) - R6v (2o)

DF - SoOJb - , - -C

cE("o) r jooo(to) r R6r (2o) " R6., (eo)

cE "4oieasfu):_ogacsl

c E - 1 0 0 t b - . - T

ap) u6e the rethod olseclionc to dele.mire the to.ces in nenb..ED,co, \cE of lhe wonEn True6.

9C-+47.21a++Al i 'o- - -C

cohcidenilg tfE wiEl€ figurc ,

RvF ("o) - rooo(1o) I sooo(F) r

b.b(.)

3o(s.66) =ooo(.)+ also (ta)

BD - 32E.o/e.66

B D . 3 7 s 2 . e 1 b - . . - C

cE - 231so/e.66

c E - 2 7 4 2 . e t b , . _ I

ri .,"-'ro =.".? | \ e- a.66 n.

l / a \ "

RvE as) - co(1o) - soooco) + 4o00(6)cD- 412s9,4a

c D - 2 1 2 s t b - . . - I

- cD(e.6a) + 31s. .s (e.e<) . z.<,o(.)co = I sooo _ (:zsoo., r+)

CO- 2O2O.A lb .2o2a lb ---'f

Page 39: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

aad Od6r'ino lhe focce in ltt6 ndnb"rc Df'06' \Eo of

tb$,e lrure €lto'"n n fiS' P'+b-'

aM.'O|.r'.o\=a@6'2)Df = 40cD|b' '-c

2r ! -o i @ot t / to6- A@

rJ6-76.Db"c

1fh.o'. DF r./to6 -e6

tu+ 1/'4s@)'Eo

E6'a<t@tt"--r

R^Y +Rry r 2a@t14oo

n^v l Rov - 3600 .-O

P^. (16 - 216G) + 12@62)

i ^ r , c ( i ' v -9O'2@=1e 'b '

BE _p@lb.

-w= 24<Xtlb -

.aa) ro- rhe rroe siEm :'q i-rfl'ilff,'fiff t*",b,/ llt€ msltEd oej.ints \ ltF/' €t'€cr rhe r

Li^.. n-t ' 6 opdl. 'e meltod oc se''l;orF' fir't obbin {h6

\oloe of EE bt iftP€cr|oo ^,.. cotr6t,-,i,q the whol6 f.gpc,

aa{a(rd/+

P;o' (126)

68 00

:ir_o**r15B]o.,,[email protected],F- fr,6 | *rten)-.,t'Idil

BF - 2@tb -- . -c

r,|.lrEd of g.olbo , @ 3/sBD-BE t 60- *a6ao)ao= 4@tb.

Pd. EF - 1]E l0+ 21@11,6O

EF = a'g(,db) r 2& | 1zd): 2@

* - q+16,fE-12@'1

gF r 45OO lb -. .- c

{.6) In lhe hiL t.rr.e ct'o.d nr Fir. p-a€B, lho Gb momb€r€I't tF o|c F.perdirlor lo ttla irlctirFj r|lsb€.s al lhej. midp<r^!c.l,rco thc drelhod of, €ellon€ lo dst6.ainc th6 fo.€o in rcmbecDr,DE. lr C€.

, R -

-- '5-

4F;v *a" - lrara+4.r1 -gB.

F ^ y - F 6 v ; 4 x!9 ^e/2l o _ : - i -

..:E--i-6 try.f -r4'5'

EG.E )n(a.6) + t('e.s) - Fe! 6e,.)!F -S.e|!9 ryse4 Fip. _.._ c

&f-o|. +lbllE | + - ,|FDFt a t1DE= arxJ iE - . - -T

Page 40: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

connot determine the tb'-

lA Fio P-4?5 Then use

force- i" Uo"s fH 6ri,\EK

* r''\'tn Fig.3

en3o'--PE

DE = lo '

p^,Ua) t NQ, 3-2o\ - Fn($) + 1.t(@)t 'zb('br''

! ' oo(4o-1 ' )

r i = 1 1 o 4 l b - - c

-4".^'"^'44 ; , ; . ' , "*(1.\ ' i aeo4 " ' 6H( ̂E')

*Vi aA ' .eO' ' ) \zqt 'z1s)

r 2@G"

6t1 ' c .19 6. zs2arb - ' - f

70

zilr -aR^v (,) - EK(rz3a) | roo(ao) ) .e(eo -LB) r 26('o'1s) t @(a.-2..6)

ER - .9A,94 ? 699ltt - .-r

{rl) Dol€dinc +h. ft.ce in the lne4b4s Dr, D6, q E6 fd' }hc tb'r€'

rF/ -o, con6id6 rhe *fde fiaurs,

Rr = R^v = 1Cr5 K

PN tu>ao(@)' e(d+ rfglA

+ 4-e+ DF(L')DF -161.67 +162 ktqs - -c

2sfuoF - E6 r 26/(t6e D6

6=.fu(6.)-ryt;@nE6 - 1io.7 7! 1t' Rrpc-.-T

R^\ - 30+60+ .&+ Dr t lkfu D6D6- ia/Ilo, -4=o_ 3t6.+o6')J

6- 3a.61 =sa.., r:7s '*.. -r

<€a.) u6e lhe 'nelhod of s€oiioE lo edpu+e lh€ lor€e id

AB,AD,BC,\bo of lhe lnuss .shown in Fig. P-+32.

6 pn6ta ol .s'- 2<).

Page 41: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

lr- \ .

FxG4'zao&i | .d16)

Ag ! 5909.31 i 59lo lb' -c

<Ms.o ;R^v(e) r ?g ^o(c) ! 'tlb AD6€)

D - 3 0 @ l b _ - T

€a) co.npdte fts fo'c6'

lr{.c €hown th.. FriJ' P-a!''

4@r e6ao' W r\sBD- lck @4-41@J

EO r5oo1-Or' + 5OOO rb- -T

<Ftt-Oec - +/@ ^b + 1/s 60

w'tr@s1o)t +h(@)

!E'6a.Dtb -- 'c

AB,^c,or, \oE of ihe 6'i6sa-e

< t - Oe.x <@) '12'(.) 1ia(a) r 14O')t t2(to)

I e(1o)

R^v - lox

/t l"' 6,/"1.^? ^1)

/1'/ r '^--6-

<. / l -{ / r

"!

l*"

- .,*o' zw'o

p.',!(2o)t .,b ^8(i6 = gk|e ^sQ6)e=,L lsor,ot

[e(o)_D6d].

AB . 7o.7s = 7o.e klpe i.,_ c

€ M E . O

R1v66I- a,1; ^cdelta = 6/+ Go) C - 46-02 -i€ xip6 ....-T

eG.,). vQo) | tc(o)r tk oF (22 - 2a)

r y@ DF (a)

Df - e3s - 42.s k?e-..-C

Page 42: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

a2r) Usa 'lho melhod of ecclions lo compulc lhe forEe in lhc

mcmbers DF,EF,\EO of lho conlilever lruss desc'rbed 'n

Prob.+11 q Fi9.P-/r11 on Poge 92

oe. ao/3

^-;t

a22) fe. Ia ihe desor,bodpute tha fo.c-€ in me.nbe.s

rMe " o (Rd6olving OF ol D)

3/rE Dr (ao/3) - rco(ao) r 2&(^o)

OF 'a6o.56 lb - ' - |

.MA'o (Resolv inq EF al E)

L ff Go) - zoo ,Jo) | 2.to(2o\ft

EF = 335.44 Ib - -1

Eo (2a) - @t(ao) r qno(qo) + ca(rc)

E6 = 450 lb _"- C

BD, CO, E(cE bYpage a2, t\ com-

Fv(so) - 4oo(ro) r ?ro(ro) r soo(!o)

7eoe4.) = z@(r,) i eoo(2a) + a/.rs bo (ao)BD- 491,93 tb --_c

ZMF -o (p-@t \^S CO dIC)2aa(ad r eoo(2a) - 1 G coho)

co - rn1a.a3 tb ,-_c42.) Use the helhc, of seclion. to detcnmtne lhe force ootingin members 0F. EF.8(E€ of the Howe irues dcgoribed in Fis.P-aas a^ page 91.

rS

cEQo). 72b<a.'tF".@rb cE = 1440 lb _,-.t

:Mc-o (Rc&l"t"d Bo ol F)

A\ (i4) - a@(4) \ xro(b) r <a1o)de = gso lf'

rME .o (R€sotvins oF o+ H)l"(ra) = .oa(1o) + aF (en3d)(,o)

DF = 1€oo tb - -c

ZMH.o (cccotv inq FF a l E)a$(1o) ' EF 6'.b' (2o)

F F - r o o l b - . , c

'ne merLcd or sec ' idq Hi l I . lo oppr , thc _el rod

i" (,o) . Eo (io 1o"3o)

E6 - 16+s.4s tb --*T

.+2+) For.thc l.ves she^ i^ FiT.p-a2a, dd{erm,ne thc fo.€e

?i-ry ]Y fllt :f io,nt E ihen check rhls rc€u[ u€;ne

Page 43: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

br, hsp€l,on.

tMo:oAt (16') - 1MG.) r ,ae(91

Aw ' zaOO lb *'

&-a leAaAE ' 25oo rb -'-c

AC,cF =tg.o tD-"-T

21.o(d | 1t@Gr). +/s sF (16)g F " 2 @ b - - - c

76

F6 - 2.24 N

.rt Ocf,a.dnc lhc fdcc in trr.c BO,C,. \DF of lh6 nocottelrui6 €ho'6 f FtO. P- 4z

c"b.)| r.ID(6) " @(2a)t fe(ta')cw r t6oo tb.

tW. o : 2 :4.(.a') = -.(a^ *fi.Xt)- ,(5'n?,.!"Xro) i oF(6n ,..B'XEo) +z(@ e. 6, ) (b). e (@ 2E5't) (....J

DF - 2.s Kip. -..-c

r/& oE ,t 1@ - &et @oE - 512.45 tb -"-T

ot Jornl D,

Zli6 -o (?.ov6g co ol9)1/ft DE 60) = 3/b ez)(co)

co = s@tb-''- T

A,(zo) - 4@s 26.r,.110, zo) + (E ̂ %,sf)(z)(er1o) + ot (1s)

6I - o_,rse Kip3 _.._r<M^ " ot Fo Oo) - 2 (as 26.sa) (.to I 20)

+(z)(d 2GE7'.)(6no)

4k co . r/tasD | y'{ooEBO= [email protected]!5 tb-..-T

,r2G) Uc6 lhc 'Ethod of ccctiorls *o aotrsrmirs +he force ir.r 'nen _b.,rc Dr, F6, 8\61.ofthe lr;ongulor flowe lrves stbw. ;. p;r.*+re llinl Fircl oobraine b/ inep.,ct,on lhc forcce in ihc robl'Emb€.4 of the .'ight €iCe of lhe irucs .

b], ;nsp@lion *cb tcnbert Jh, r, |lt,\Ho corics no lood

+ - lo^', rh - 26sa'€vLFo, AaC6o) .2c,o62..6r.(t ') + a

(@4 26 s 7) (4) - 2 (6n 2o.stX'\ - z (o)(si,n26.e7.) + Ay i 2.+6 Kipg

Page 44: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

2 l G = o ,s/@ or@4) - 2$'@r) \ ,.bGo) r

a@Q.')oF -- 1256 4 lb - .-T

lefl of B-E

at^t. 'o.5/R rr!o)=1e(4o) r 14o60) \,!t(@) +

4+c1=4<r:,<2o)&@(1t)r'.(t(.6o) tte(go)

A I = ' t 1 6 6 . 6 7 l b - - c F H = 1 5 6 4 6 1 l b " - T

zF,.ot 6\ | 5/.l6iFr = /giFtf \ =2aa.27tb-- -C

rcfl of c-c .zrt^. a : 60 Fa = .k]x(6o) + a.a(ao) r 2.t <2r)

f6 =.733-33 lb -"-T

aeo) The lod& cn ihe Po.he. 1'u66 et)o{n in Fig p-a3o o'€' in

^t". O"" ^t *"r" "r-lb' Delermir€ lhc lorces in menbe's Bo'

z?! -o

Av rJv ' 3o(7) Bul Av'Jv

<Mollhe inlc6el ion of Bo \cE 'o

z?ft;-'s+ or(16a) r :o(rss) = rlo(roc)'

BE = 63- gg siPs _ -T

@ft of b-b:M ol lhe Inlerteolion of ooqce'o

l.usc shc^tn i^ a9'P-429 dclern\^c

0F, FH, Ft,6r, g\ ro.

rco(a) \ $a oE , 30 ($5) =1oe8p)

oe - rc'873 x.tq. - -CCE- 97 .22Ki?6- - -1

1@ (ba) ' 30125)+ s/EA bvr.z )

BD. ,143-41 &tp.- -C

78 79

e+o) For tho lrono loadad o€ shofn in fg.p-44o, &lor -

mirE lh6 lbrizonlal \ vorjiool compcnonts of tf,ro pi" pros-. 61,.D ol B. Spoc;fy di'Eotion"s (vp o" aou,t; l6fl or right)of

tho lorso os il oot6 upon member co

ar@\ - 24(e,) + ab(6)

EV. 590 tt)

:Mr .o

N (.r) - 36G\ - 21bQ)

Av = 360 lb

:Mo-O,a(a\- aso(a)

gn(a) 'B00(6)

8n - t€o rb

bJ - esatb (dorn)

( lcn)

+<t Tho strucfuro sho,q{ho hori&ntol e^ vc.tiool

8r-2.gO-39O-a

is hin96d ot A &,c. Fiddof lho hinqo lbiE€ ol B-

8..)

y''rr"z,-zf

8Br = 1oo(e) + ioo(6)

BH . 125 tt)

<Fx-o j BH.AH - j75 ibZFl-Ot At - 166-|,46 =a

Av - 2OO tb

C d = B ! = 1 7 5 l b

Page 45: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

aPA-o. e,D(3/s)- AA-oeo 4'4)AA

Zt ^=oi lzo(4\ " Er(4) . o

EA ' 12O lb

aVr.g.1 l4 t - At-o

E$ 'Aq " 12olb

oi i6olatirg bor A_6

zMa-O I A!(O)'120(4) = o

Av -- 60 lD.

Co.'cira^i.g tho wtPlo Gono i

zF\Fot Av +e! -12O 'O

E ' t2b ' to

E! = 6a lb

BO= 2oo )h -- 'C

8&\-a '. oo(4| rc'(a) -bD(4/5)(8)=o

EC- lCOtb *--T

aaa) Thc f.omc etown in Fig P- +aa is suPpo'lcd b/ohin-

god oI A A' o rollor ol E Compu{o +he horiz'nfol \vo'rF

,1r .o*pr*"t. of lhe h'r4o 6.ccs ol Bg'c os.ihev ocl

bor 6D

i{^za j 42c(1\) - Er <ro) -o

Ev' 26'r tV

z f ! - o : E r - A J ' 2 4 O ' o

Av - -24O1EY

At = 24 tb

2ao(e) - a, G) - o

O' = 360 lb

xo9\- s!(6)'o

Bv = i 20 rtr { upwo.d - /

*p.ol" u". rc]

,p."."-P. ry'

808l

bor CE

cv + EY -Dv -O

Cr - 36a - 264

& = 96 tb {d@n@d *i1h rospedl to^ r 1

:[1o=o:cf(5)rc,€) r , tz) -o "- '

Cr. 2.4(2)- @>

cd-40ro t I 'N1 i ;pk r ro Ac J

zN,,\ -o I Bc(4) i cv(s) - cH(b), B"(z) - oBA = aoAo) +a2o(2) - (e6)(s\

BH = 4€ rb to tho righl

aa5.) Thc frElne shown ln F9.p-+as iE .eupportcd byo hin-96d oi E k, o rollor ot O. Computo iho f'orizonlot \vcrti-ool componenis of .ll-D hinge focce ol C os il ocis upon BD.

o'@\ = 240(3>

Or = 90 lb

E"G) - 24o(e)

Ev - 19O lb16olo1ing bor DA

=M^-og! C6J - 240(4)

& - 160 lb

zMe"o(6)}.v- 24o(2)

A Y - € O l b

CA(3).7oG)t@<r)CH- 2SO lb.

Page 46: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

+a6) n +hr€c -hingcd oroh i6 coflPoscd ol {*o {'uscs

h,nocd looelhor ol D in Fig C-+a Co^pwio lhc comPoncnts

pt tio .co"llo. ol A \ thon find tho fo'coe oolins in bo's

/lB\|Ac. Hinl: Frrsl r'6olole oocb ltu€6 o6 o frcc boaT

N G.) - .6dct - 6aoQD) 'o

A! ' 42o to

A"Go)'3@bd + A,A(3a) ' o

Ai(t) - a@(@) - +2o(4o)

AA - -32o tA

;. AA = 32o 10 Iha .lgl\l

, /c_- _ 24a t r j . 24o tb - . ._1

a+7) Two frusgos orc jo,ned os sho*n in Fig P-+a7 to {brm

o +h'!o hlrgcd or€h Campulg the horrzontol kvo'ljoolco'D-

po-onts of lhe hjngo {b.oo ol B tN. }ho.' delarmino lho }/p'

e, mognlludo af forca n bors BO e'BE

z(.'o G,.o.b) + 24o (zc) r AA Oa) - A" (4o)' o

Av(a) -AH = #ao -@

l6.loting lofl lrusc

loro . zFf=orc ) a2D /\,8.\n 36 s7. -o-;.7i

,LB- lao\o c/'\' \

zF"-o: B2o- Ac - Ae @s 36,6i- =o, 76- 326 _ 7a6, (cos za,az.)

gr

".,1 -'

a2 83

AaOo) - Aa(b) - 24o(1o).o

/ * - A A . 1 2 o * @

6q. @ &- @,A" G) - AH : rfi<)

-laLal-:4eLtsA_ - 132a

Aw - .katb

. t \ A - P , w - 1 2 0

= 4a -124

/Ad - 32o ltr

An - 32o tozF" -o

Av -B!-24o-o

&r. 44o- 24o

B a = B . a + E H 2. (m)z + (e2o)2

b - 372,+ lb

a<€) A booh (ar|ig +ta loods shoM n rig p-+aa i€7*,W* { lh.@ ..sma.ts t{ i€ suppo.icd rt br vee _1tc.ct t:c,aLto s \ jo-oa 6, b.o f;cl,o^tace nrngc€ Octcrmirte iho votucg of lhc rDoc+ion6.

@

.n *,e at!2@tb

c. cf r-'lo I ot-- -t) ---1lG f lR+

wl = 100(6)

RaG) -.6c8 (z)

R 4 = 3 a 1 t b = C v

RzOa) = 2o.0a) i 2e&(7) 3ca@)R. - 2120 lt)

R3Gd - 2s.n3> + 3&(14) -4ra(4)R e = l l e o t b .

Page 47: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

.s9.) Tho bridgo sho'{n

€oolion6, coch *oighir€

6, hingod ic o unifo'm

@ nanb.r co

i

i^ Fb P'aag

A, B, E, .',\ F.

ocnslsts of lv'o o'd

oonlor ofgrovilY ot

wo;gbihg 12o tone Ctn'

o" (@) - 12o(:,c') | 6oG4)

Dv = 1OO tong

C,Go) ' tzo( tdtaa(eo)C a = A o l o 6

E"(@)-Qtbbo)r(a( lo)e\ = 26A *o^a

zlr\E - o

F" (@) - zaoQ.) ' lctt(2.' )

N Go) - 2ca(2o) - so(2a)Av = ae tong

zvl^. ae.Go) - 2cp6o) t s>(1o)

w = 212 lons

45o) A billboord 8C woighing {ooo lb is subjccicd tc o

wind o.cseuro ol 3oo lb por {l os shown rn Fig P_aso Nca-

locilno lho wdrqhls of lho supporiinq hcmbors' doiormrno

16 66-penonts of ihe hingo fo'cos ot A E( F'

wnd PrcEGu'E = 3oo lbl{+

. 3oo lb/${ x lO }i- 3OOO lo

84 85

"oaa(e) rooa(6) | FN 6).r, g2)

Fv (s) - F{ = g2so --O

tc@(s)- rcca (6)+ AtN(4)= A" (12)

N(3)- AN - 22so -@

CB(1o) . eooo (s)

ca -1s@lb.

Z l ' ' - O : 3 . x A - C a - B A - OgH = looo-1silo = lsoo lb.

:ME.o: O,.r (i,) = Fe C4)F{ - D{ . {sootb

zF =a: e4 -Bao-19ca.o

Ec = i@O lb-F; -O: Fr.t r 3oOO - AH -o

AA = asaatb

@ 1 ,Fr i3) = e2so + 15ca

Fv ' 32SQ 1t)

@ 2 .A!(3)- 22sA + 49cn

Ar = 22sotb.

Page 48: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

s@ lb

EaQL)-sko)-2ao6o)E! = 2sq tb

/v62)'2440) - e@G)

A Y F 5 o l D

@ .nombor ' t.rht=o

DH C4) - 24(o)

DH = 4€O tD

zrio=ocica) = 2ao?)

CA '24o)b

E a ' 2 1 A - O

E' l , .21ob

tc'c ll*cn

{ot-Ho

o"G)=e<dtdL)t.p,,A2)Dv = g1O rD_

:F ;O: Dll cBH:a6O lb

EFr'o

8 a ' A '

Cr '56010.

6! - so+ 610 - ry

Bf = 9o tb.

86 87

Choplor 5

Fr icl ion

Page 49: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

,05)A btock waiehine w ,o " ,"11^if,";"jjll""l",

3il1l,#;ir'1?:;"d"i''lioill r ie (o) gr.ore't h o n e : ( b ) c q " o ' l o e . I c ) l c € E l h o n e

) ', l i i , i ' l . aiter lhon e- ih€ bloch wirl not siide down

i,i.,""j li *i,, reloin ils poeil'bn be'ou6e ihe f'rci'onol

?,n,'; r ;ff ,:\' ilJl"Jl'*, I T'li"S jit. i:1"

* #.2: :-i,:;^, :: ;::;i,z il :. T;:il#;Tf i,"'il ;;? ,.4'"""o '" 'o""u mation la mpc^d 'f aP"

*lr l,#,i.]:*':t g'*i'tl': lji3'#;::L:1 5

t p t t r y t a \ ) 4 w ' 1 w i l t € l r l l b a i n o _

iir fi.'iq n",i" the r'aro^ot, ta'c'l:ll^:'",11;i:

fii l"[,:,"';tl:: ? iii :.: j';* T ;:iJ i"x',;-" "

io etort the molioAP = <n!2 .,

P = ftatb

P - - + o o l b

P: 239'2 E

#*E-#P^:- - l10 1 lb

8889

5a7) Ihe eoo)b block gflown in Figore is in contocl wilh oab' inor:ne.I\e aeffticient ol f.;cl;on is o,za C4^p"1. 11,.valuo of the tuAz.ntat fi.d-.e P ncccseonl io o) j""l s{o"{

thc bloak up tha inc|ie (u)j"gl prcvcnt molion down thcinojine. (o) Il P-aoc lb, whol ie ihe o-ounl \ dr-ecl'bn ofthc J-.,ct;o^ fb.ce ?

> P - COOIbF.n ;nseq' 6n6o's6'

- ' l*\ P - o.,c.br)t___:g,a

q l ' a 2 s . . s - f t a 4 -'

11 .- N p . 5oottrA\.V r T\ b

4K","- * { -"-^J-"il,i"'r',J41\!\ t!

. t w ^ Pc . ) ^ *e,+at4{P 2+:o :4oa(Los15') t f Isao\ l@sao'\ 'o

'&^" r ' 70 lt tb

5@.) Ihe 2oolb blook shown 'ta fiq. P-soo hoe imponding

rrction up tho plone cnoced bA tte tarizonlal far:e, o{ltD-b.Pel. lhe o:nffloienl of slalio lriolian beiwcch lheconlac4 €u.foce6 -

zfu =o:N= aao (stnno) | zoo(ar.aoN '37J .21 l b .

<Fa =o: r - $o(cos.n) - zoa(snaa)F . 246 .+1 lb.

l L - F A = 2 4 6 a 1 - a 6 6' ' , t J t 2 i5Oe,) fl,e bloak, 6hown in nA. P-@s are cnnacnled bg fldibinetlendl'to cord6 possihg ovor fi1bt'bnla6s putless. Al Al]rr-cnefftoienl ot frrclton ore f. - a,oo \ fk- a,2o whils ol Blhos orc f . -arc\ fk 'o.@. Canwte +ho nog.; tudout d;rcc -

i,bn of tho friallon lorca oali"g oi each btoo"..oro) Whot weighl W G ne,coe9arlJ lo 610.l tha .essJcm ofhbakc ahow^ i^ fig, P-o1a novirg lo ihe F;ghl 7 lhe cocf-

Page 50: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

I

el ..og. r FBOor $oaf, Al

frbr'cnf of fiichon ie o lo, \ lhebo fnrolionlese

pullege are, oesumen lo

M^-L^', i*\" *''21'*'

*rl-o n^ - u*,-" ,..n',1 1 ^ . 2 4 o \ b .

ldc

-tx-

'F l 'o

'tt - 204.6+ lb.

'' r^ ' f. N^ " (o 2X rao)F^- 4b lb

{f-o : nr- 2oo(cos6it,t16. 12O tb

. F. ' f , t lB ' (o. \(11o)

Fs - a6 lb.

6 6 . 1 ^6mArd =,nrf

l ^ ' 6o tb

=fg -O: ll. ' JoO co6 ro'

HB' O'1,6.+Jb

FBD of BlooN b:

o5Y"fFD of ElazY,C I

II,

l * l--T--

k-@1)lra4t60rt@

v: ry.!:-l!:

80 9l

!nr) trnd the leosl rolueot P rc.quir?A io cousc lhe sgs_lcfl of blooks 6how in Fig. P-sr1 to horo impendirg rraiionlo the lofl . flv <noffiopnl of fnr'clion \e o.z unao- ea>hblooh .

fbo of block^ , A . o . 2 . . e . t . a 1 '

F (n o l " 9

W{Fs.o: li:roo- Psrrq T = 1oo

r {Fx'oi Trf-Pco6a -O slnrl,rf sin7r,69'62", r(..z)(w ps:,r"\) _p6q "o !!Z99l!_12J.O2 - A2Pstn\ - P(aE <-o

K".zs'a"r+cos"<) - pt e2Ib.- p= 12z.iz-s!L. P(o.acee.s6.<) "o ais, ,- , , -r"' - o . 2 a N q - a h e . o p - 1 2 4 . 0 l o .

o.2 E \trnq - iorqcoso<

, :f! 5L

arz.) A hoingcncous blook of wejghl w resi upon lhc in-- .w , . v r i r vg r , r tY rEDr uPn r l ) c I n -or'ne l9tlown in Fig.P-.et2. If tho aeffioicnl of lriclion ico3o, delerrm o lhc aletel h.,iah+ A ^l *,hi-r ^ c.- !'gleic€l haight h- ol whioh o for€o pporollel fo tha incline "at "pl;.a 60 {hol fhc bl6'ck wirls_tu6 uP tho ;odt;d w/o;t lpp;,4 ove.

<r j -o tn<Fr.or P. F+ Wdo&,r7.

p . (d4 (wcos!#r) +w (enaa,er)

{M^'oP(ti = w.-€ 16.01'(t) +we'^ e6/(.)

oofnalh) . ,.\f 1.6y(h - l_

Fr,Dol ElooKJ :

Page 51: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

E6) h fig P-512, lhe honagenoous blook we;gh6 'too lb \ I

cne,fftoteni of fn'alrb^ ie a 44 f n'sitr ' dcleti'na lhe

focoe P ta,q"ce nol@n to rmPe"d

\ rP\l, <F!'D: d'soa cosrb/' = 24o tt '

!=1e!:s1+) Ihe rco tb c.Jlinder.shown in F's P 51a i6 hcld ot rcsl

or the .to' 'noline bg o weighf p 6uq6de<t ftEn a 'tt'd

wrcWcd otaund lho alide. i f s fi PPi n9 i-Pends , deJe'rnr -

na P\ the aoffiaienl al fe'cl(:n1F^'o: Hc'oe e'c' ' f c:oa oo''t+co€6o' - ttta.s*'

,/t- --@999- "o6773

< M . " oq ( 1 ) - F ( l )p = t t l = F

ZF!- t t : t16hta I F6nb' -P '1oo

N(stn6a'I o sln.tBd o..113)=1oo

i ' 1@Z w\r ' 173'22 tb

r = @ +)(24o) - s61b

zvA -o : sP = w 6h e6 s7(4) t \\@€36 a|'(a

sP . Pao)bn36.ef O +.,'za b1'O))

sP ' laaob

P -l,l = (o.s11i07a '22) = loo tb

woig'r€ 12olb' blad< B weighs 2<{jlb's15.) BlocK A ir\ Fig.P-s1s

\tho cord ic po.ollel lo ihe ino|i e lf lhe coeffcic''l

of fri"tion lor oll eorfooee in co-tooi ie o'25, dcleirlne-

+he dVle 6 of the rnol,ne ai whroh molion ol' F rinpende

12A . R,1;^r.*'

-"'^(a,'4>

R1 - 123 7 sin (4o - e)p1 - t u,1 (sin ga'cose- - cossa'€n e-)

Fl - 123.4 coso-

92 93

fBA o f b , €rx-O I w6rns. &sra1..ar | 8.6n1+.o+.aoo6,ns .(Rj '8.) 6rnl+.o?.. ( \+R4) . 8e1.+.ha A

<F3'o I Ra a<E fi-o+ - R1.pq daf - Wco6e(qL-B') c8la.oa - 2ooco6e

R4-fu ' ao6,2 c<E+ @1'@1: Re - o2+.4sne- -R1 >

a24,16too - R1 -R1 - 2.b6,2(jo64az4,+€ioe--2R1 - ao6.2 c.€d

: tut nj. 1N;7 case - 8a4,+ 6;ne-- 2(1zazot e) - zo6,2c<Ee624 4 €ine- +s3 6 @4e

lon e -ElEsr zo. ez's'6.) Reran;.s to prf.b. sts, il fha coc"tirirbnt of f.;ot,or'rs

o,at V, o- =ro' what farca P apptiad lo B aoling dowrt\ panolrai Io lhe rotine wi,l e{orl rnofion i whol ic thaleneion ti the, ct t dfiaor,ed la A?

Rl , '12ost16 6h6sa+.

fu - 121 ,1e tb

<f!'a: hzcc,saos6 - [email protected]' r R1

R . ' 3 2 3 1 1 l b .1F\-a, P. B2s;nao.a6 t fu 6tn aae6 -

P - 1 2 6 . 6 t b .s1s ) JF lt1 Psto, l4o bjoo\s ore .b^^ei@ bs a sot.:dslNI oi#oc.]ed to eoch bto.t, w,ln lrrcl;onte€s pjo6.,[t lt- aeffrc enr of t^,cr,b. u@e. eo.h oto..< i-L.zo\ € we6hs 2rotb\ Fhd ihe min weight d A +o preverrfIrotiort .

Page 52: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

lL.A26 :.O - la,O+'

FBO at b: t -a. t- . o- 16,7'

of friot;c,^ ut\aer A to p'ucni rnolion-

w - . e t ' 4 2 e - 1 1 3 '

.ln4.r'

C. 2J7. S+ lb

H -4Ct t Cen.o' <t"-o : r-c@624'

n- aoo | (2s7.s+) s;nzo' F -Ui1%

r l r r / -E "206a6- -o . ie /I r e 1 o o 7

szr) r" fis e-s,o \f J.a 1 urde. both bloois \^ wo6he aoob.rhd he. nor' *eishf of F thdl cnn te 6lo.leA oP lhoirottie b9 appl)nq Io A a e's6l wo.c r'cnzoalol tcr<:z P

y'.!-.o.a z4-o : tl - +o3 I c6in3o'zJr-O: ,Ko. Ca€e6' I F

c . 2 7 0sn$,95' s.z+-o+'

c - 201,9 lb -

\/r' a aOlA

w^ . s98.3 l r t

stc -caeao't @,2o)(+,xt+ cs'"zo')

r b - . ( 1 o j 6 ) - C - 3 7 4 o z t b .

wa . or+.a"(. 'o*", i)

wa = 263,7 tb

g4 95

f i . 1 1 2 , i t b .tF,.o: p_F + c .a6so" "

Vtt te+,e)(o, ca)P"@z)(712.a) r zs1.2sp- +a -7 tb

l.*.) | t":- ot 4oo tb 's ";ffi rhe purb,j shown in

,!: . ' : ' t l" ,pi, '? ie p-etenlea F.on @tdt.:rs o,j ota:: P.opdEn

.:" ly .-d cf the brotf- re,e.. rf ,he @elo|ocr ,on, . r r ihe bdl ,e 6u- foe is a.eo,del the,a lweofp

. ft_ r//rL= zog,iMa-o i . r caob '

P(4b) - h&\- F (B) - fioa(.to) - 2oo (a)pGi) = t+too _ p_ zcoto.

:,-) A

:"o",;-: t", .o-m r.,,re a bu.h:^g 2,:^. ton2.,q ,, t ippez:)

, e ^ t t . . a , t @ . o r 6 h & - . n F : g u - w . t h ea.e 1 ot t .ato.^ ba lhe tu6i9V lh. .ad E o. iq CD^p.te

:: :, o:r^ A oi *y' {.,eh, ^ @^ be pto.@ ta ptll"a\l

6|pPn9 cb'v. thc rcd ,)er,ar 1r F derqnl

Page 53: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

A f r - o ) N 1 ' N z

n',t 1-o,zN=o,/tt.

w-- Fl t F.- o.2\ (a)W= O,4 l

2M^'Ow(L-1) t r,@) - tib)- o.al$Fl t o.2(z)M- 2Y - oo ,4L -oA roA-2 -a

L - - L

L - e i n

szs.) A uotlorn lodde. 16ft lotq V, weigaioq wlb i6 Ploc€dV one ed on fhe grcund \ the otne" hond ogo,hst o ve.-

trcol woll Thc orgte f footbn ol otl cnoloal s"nfoces is20'. fthd lho mrnimum volue of lhe onglee ol wk lhe 1oC.

O g.r i l rb

"lr=4,t**t".,'S\ to td tvnro' I

@ (!,d__h(1-a)(!-L6tne)" - to. n'(a-L@ea)

Ia^id r - Letno "lon2o', + ton2o't @a"r,(to to't lo^,a) "1."{; L@se + Lst^e

a. Ion zA-L<bEetLetaeIon1a" I Ion 2a'

O<M6.ow(x -5 .e€ - )_o

27on 20' L@6o I zLqtne - L6.t( r o n 7 a ' t t o h 2 a ' )

lLst e'L6the(ran ld t ron2o -

-srr9 = 2,39i2

+-:Po:Ton2r'!od<e1L6,ns

lon 'L.o.r+

t L6nt+2

9697

\?a-1 A . toda6

eo I j torc +. ,gne ebi . , ,

j ,6 ,q at grc, t . t !l ' 8D . f r tn

l fF rDro- f^e bdda . . p .o.4J oga.re. a "er t i

Y^*:' f,-yt,ir mo,e€ on ..st. or L. y,1 trJs,o,.a. u.*

^ o t6) tb n a1 .,.mb b-fd_e lE Io l s tpp.oq lhe ar 'e , G , .^- - , - "

; ,? " " l l " : , . ' . : : " " ' ' ' : " : " - f t ' o - d , o , . Lon

@ { . d i 1 b * u . I o . 7 s " x

, ,"-,"trl.)*; aJ ,,^, . -r, :, A \ Z [ ^ " ' " v " ? . o ^ ' ( ^ . . o )

, i \ " lz

Tanzs'\ '1t.tz . -Ion1r, r tolon.re( to 'z ' ' ' 1o" to ' ' , ' ,o

.ng-ec.€ad).$a(x-s) x -sf t .

160x - e40 + ^ _ 5.2s 11.52r) A. hon"gncaaG celincrer rfj. in d''*'a ,, n i,.q "" i;; ,";,"_ o";i::'";J.^l"lf*! .!',.?e-

or f' n'oi G w" to. on co. t..t I eb,,o.ps cad.lpllo t6" noq^l )de ol the cowp,e ratdq rctolrs """.k-;";;.""

' e1u'red Io sio'l the citi'

wqr'3@lb ot cg:Jilibnun <r:.o: d, o6is.. D, @67s,

4! l \" ' . \ l

, - n7 .r , 'co376"l r \R\" qr J.ffir:= Jl___,., t1,"i'c^s::".

4,t\>r4;rr I\n l*,1 <rs.ot 1116t.76.|tj.6t t6.. rao

tl,q_e t/k,@,..\ s,",.. - 3,\,{ M a ' B r I - ,

rt, r.^*.+ -,,J t""rc.) . ",,oo ",r. (1c) r r, t.s) n1 = 2os,7e bB . l2o,a)(1,s) t (eof t ) (1.s) . . . n . , tz6stb

_ 0 : : f U 6 A n . E , a t . . . t , . p h .= (to'6)(%s76) = r"tis.Gt,ts)

- n '77,41b. f?= zo,s tb.sr ' . ) l -s1tuo 9t"

r - "o ' - dFl -_d,n- lhe m,n,mud hc,r rzcnlo I

:,x^:-T:::?, ronee.liolrs ro tha jefl .i rh" t";;il;;,cuti^der ;c^*z ;-,;"""; ,:-.,:71'

or tha rop of rhocounte.ciockwise- ' the calind- ro+oli.

tl

Mm

ili

Page 54: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

Ptrd' r;fttd. F,{}FI

P(r€l = ,o 6(1{} r z6(t€I

N r "ooe.o'O " o'gaa

p{tr) = w6)pU t o t6b) - 12o (6. 6)

P = 1o..o2tb - 9j.!9 tb

J- la.r€'7 (t-o\'-'^.d(^4) q'Ion6c7 U-o)- r6ad ('.lo)

i",s\ ' -Idn,f.a t ton.(it, lo^bs'7 = -1a6L')1i1ctan1d

r. (tonzo' tlo"rc|) - ,Dtaooo' r (ro" oe-rton +o)- to lan ro'' l = 2 ,81

< M . - o , p ( 2 , 6 1 - ! ) - o

3 . 2 + - 1 o r x ' o 2 4 1 4 ' O

|= 0-76 tL 83418-"tl ,;6.- pr""K of wctsht W \ totol Ldngih zL i€

ploc.d 06 !;ra'a ia fig P szt wilh ll ends ia oonlacl w/

ii;"a'i,a do."a .Ttu orgto of f",cl'bn \c ts'. Oe|ctsioe

98 99

otrJle q al whi.h

"(^ffi#:31*r.*.)."t 2Xor1a,@6o. - ekt^<+ l o ^ q . 1 , 4 6 + 1 ^ d .

g" - r rb ( s -g ) , - - { : - z ; ) o n _ r " . o .U- Ionrs'7 !rzL.ti< - -I@6a'(x-2Lbs") :

@b.. lt .. -t(tane'tr6.b,) - [email protected];,ft<

X' 2Lc41fo^6o-- 2L.;n4fo^1 . . t lan6o.

@2) In Fig.P-!€2 j lwo btock4 eaah wobhing t.b tb oe ca .,ae-td fuo ,itfo.r.n ho/'zoofat Loe whrch wdghs lcotb.If lhean_

€htrng

gto of f.ioltb^ ie E u.dd coch btook, nid p di'l>+ea rs.olto lhc as' i.ottio thct w)| ooueo impendlnq tution lolto |.ll.

O iEdoti^g tho ba.

-s<;._9_

c:n. tao6;n*'t rocqn+' zn.o, r" +a-;zs< - )o-o-*+s. pn. 2e2,8+ tb. (o26s)(.rr.ei t o - p

p:Zq€Arii,l

,,y'a., bo. .^8, wa:tsh:,as a;b 1i€ ro6tq..a be .1

l r lc r ' rn l fs6 p:n- lo o a loc, *e,gr , ,aq zoot t as 6ha*^ h lhe,/a-t @ wat , I . a.26a Fhte u oet t1e atocr . r.a.?o Dete.-

n;no tho fo...o p necica b s,rc{ nlolb,1 +a tho r;ghl.

e.1{ . . / ' .o .26a

l l.r__J1

Page 55: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

t " -r-l!_f,__ i

ZFg'at 11 - 2oo I Ar

d. jo1.6 tb

. ' .F!"o : Ar - +2+ tra - so| 6 h

W E D 6 E S, 1 . a

53s ) A *.dge t€ bger'r ta .Pt t tog. rt e ) Iho angte ol fria-

lion br}t'ean lhc \ldgL\lhdlaq,dd lla nor ' ongl'< ollho

, a F ' - o 2 R q . | 6 1 t t ) ' P' - 'ra1-P'**' 'i'"'*P]"eaP - ,Rtd.|ttu"4&) ! (@Y.Y+).al! a

1M^'oa24 (b@'6) r r. ra+E'dB a"s-L'a

tt.\@.+s' | (o.t6t)tt6\.b4t6'-d'\s'na6 -o

f tg.q = O,s1gf lo

N a - 2 8 9 4 l b

Brt Aa ' 116 " 26e'4

Fa /^t15 ' (o %6)(2Bs'4)

' . O : P = A A I F

P- 2a64 | bz)(1o1.6)

cos Y.&EQ 'st^P st'"{'

cas.t/2 - et.dst "t/2 coeq

Ia ' / - &1"1/ '

s.6) h fiqur-, delonninc lhe nrnimum wa'ghl of 9loch B lhol

$tt t heep t l ol 1. ,61 o forco F 510116 gloohA uP lho ) 'c l ino

eurfaco ol F lltc weighl al A te loalb \ lhc ongld of fttc-

lion lbr oll surfoces in oonlooJ is tsFBo ofn iF '

LJ--l ,*F{'l$t L?

I

100 l 0 l

ah'O I Rrcosas ' - F, co67s '

0n.a2) cc &' = R. - 3e,6 a tb

\ ts . B, s ,nrs &s,n4s 'ws . (as6 4)6 n zs - (F1.r4)€jn4r'\ttb - 213.2 tb

$,.) ln riqlro ,dcle"nine the votue of p Jusi .s,fficienl ro€ilorl the 1o'wedge u.de. lne 4oo-lb btoch. Ihe ongte offr'otio^ ;s 20' fat otl aanlo;ct sufiac?,a

r*s

- 81 .". !19.4b,

s38) ln

'-f={--

!::!rJ!=Frg.sst. aelo"mino the yotue ol p oct;ng b te tetlrc4u;.ed to pult Iha \eadgo oul fmn urae. tE 4<>o tb

--EL- ' 3L

_L' -P91:L - p - zoej Ib.

$s.) lf the wedse de€aribcd in llusteofton hod o wdghiof +tttb,whot votua ol p wautd b. re+ui.ed (a) I;stort lhe we/tgo uncle- ihc bjock,\(b) la pu lhe\|edge au1 f.r,m ctn<icr tho d)o*.

Page 56: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

*"':+n" " #/I vtnr. $a L./1' i--)<--- l V o, - +aa

nW' -;"1or -;*'

dngiE of fnbnb^ ' 19

A*P - +16.7 tb

tr\- a : ?n si..' tW @ts' - o

R, - :&_e:::

R1 '641.1t0.

ar/1y

6't A. R, . 2aa ..ao l;/ a'4 6€

V R t " t " z t v

aFa.a ! zPn 'sn ' ' 'P

P. ..(n e)6,^3o'

3,:::3 e

htcrc*< |\erc ;a.eaecd lo ts@tb ?

!fr,.'p-

<Fg.o , F . @6' I R46D,€ ' ' +oo

a,ryc - 8rslrl/.. r') -w

Rr (ce" 'cnc' io"rc) - +oo

& (o e7a) '+ao

R l ' 4 1 1 . 1 l D .

s+o) ,4s 6hown in Fig p-'io,l-o btoars warllri€ z@tb\Esl-

i9 cr. a ton:anlol qfoae oft lo bo P!€tve orrjl b4 a tc'

w.age' lhe ongk' ot l"ial'b" ic 1s' fo' dll ,@ioot cuFloco6

wroi nr"o ol p ic rwqoirea td €to.f mov€hal o{- thc blo'k6?

t1o* woqld thie ohswr be cr'd€cd il ihe wor'ght ol oe ol fho

to2 103

-&- -_:99-

wb Re- 1og.g1lb1Fa-o

= ql 's ' 2 t .2

P^ - ft,t Ib

P - Oos,b1)c.e't lE.4.nip. - 91,Etb

dron in rhurc P-eat . fhe @"4a of lni4rbn lor o svrtocosn ca,lool ie P'.

fOD of b <t ' -o:B ' . ,1 ; -W5 16' . @

s+i Detornirc tho forco p rcquircd lo €'to.t thc, wcagd

&. A.coslo' -s.rb

afr.ot R..os ' -R.6nni , eooo

(-€inrs. /

R" (costs' .<i €) - sn.-t is' - R. s.|.d. tu )RzGoss'<al€- stnrc') . zoe I soo @! E'

R. (.3.a+d) * !666

R. . 7 l ts .4 lb ._ L - 1 1 , 5 s . 1 1 p - g 1 a . + l b

s..) whol lorco p nuel be rypiea to thc wcages snomrigt o P- s+2 to 6lel ttE,n utu a- +t1o t',och ? lho ot.Eltcf.,,itoi for olt @^l<yl €;tf.,.rE ie tO'.

P - ed ,q

_f_ '_le.u-tb

Page 57: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

sa3\ To adju6l tha wtbol podlion of o posllbn ot o c'rlvn^€upportilg a 2boa lb laad . lwo s' *adgc6 oro u6cd os ef'ownh figuro p-gaa . Octo.mine thc n)rco p ncc66cory lo clortthc wadqos if llE anglr, of fiichbn oi ol! surfoaee is 2a'.Ncale. l lhe (r ,ol@ ot lhc FolJc.s

fBD ol B i, ..N

s+.) In itlue. P,oal@+e o1t sa.fbces i^ @ Iac+ dolarnae tho mo,imum wclgcd.g lc . \ lnor w i l l g rve lhe ^edqe o ne .^ant .a l od"an lo7e,

R - 23aS.4lb

__ L.__8_

P: !9PLLL

$+ lf tha atgto of fniJto^ G b' ol illre-

t< tL6) .a . \ ) - 1a&. n1 .a '

€ rb l t l l l eP, ' - - P - qa+,sen@'T ;;G;;'4

: . e , 6 " , < p , . 6 s l h o " l h - w c r q s l w o r I n c t l o - | . - .

-l taaa_ - f_1t ::) paas rPo rq ) 6nO, - ) € "1& r< )

(s1ntu';.- -@1;6'"^) hab " baa(6'n .''44 - @s'o.6'n<)

I

l'l*

r04 105

G':,o'* '" - -. . '"*\(et ,r'@s1 a,ee-e.q)

, 1 + st tu'@-@b'6'aq -6'n2o'@6q j

(sDo.-G-&J o4" . (*-"., *" *) ", "_6 ,n< _ Grn2o ' -€ ra2o ' - o+66r

Io^4 = a .446a

c< - 2s"gS!^RE THRE-^OEO 56]'EW

sas) A s;Bte lhrcodcd jootca@q hoc o piloh oF o,s t^

\ a meon rcdius ar 1.a,5 n. Iho creft oiaj of elaj( trtctbrof 0.1s,\of Alhetic f.iot,o^ ol o.1o (a) Deternine tE torczP opp)teA ol Ihe cra ol a Ie.6 zfl. to^g which witl €+o.tI'rling o *ebht of zbns (b) whot wtue or p wt| yc-p tE

jaak tu* |o.hids ?(a) y'." t."o --p.z (b) r^-o.to ta^ 4 . o.to

4 + - - e - 1 a t e : * ) 6 - b t f

o ' Io'r' 6;'@' P '{l t"^ (P ' e)

f t "a .1e P' 0"4)(,, ') u" (.,t t ".2)

f - a f t - t o^ f . oaaf ' " ' t t '

l ' a s "P"+ :Lro . (o te )n' Ge@hn\ b" (.ata.*')

j ' sj +JbE6a5.) tho d,Aonao bot||$ oalo61 lh.cdds o^ o ,.iple_lhrcoac4 oou"** ie 2/.3 in Tte, h€o^ Mdius i" zin, ltecoemotcr,l ar ff,ot,oa o.ro wtot toad con be roised b9eae.lirg a nonvl ol zaoo tb - ft ?pi lo6. 2/ . ;^ (6,^@ i l j6 lnp l . ihedcd f r " l i ipr9 r ic_p+.h b. . P i lc \ = 2;^

,,6- l" 10^ 6. ?;Gi . o lee

lr - g,a3'z F r l f l - a 6 6 i t l

' 2 1 4 .

r-wr 10^(4le) * 2oootb-tt - w(o.ft67 rt) ton (srf ie.ot2ooo tb - Fl . w (o.o1E6e6u ^)

Page 58: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

Pilor. . o.zEi^ (;, @ d1lbto nEadd

@tliPrS bs 2)

lo^e "-19j14: - o.os314( ' .s ' l r )

I - r,t. ta^ (0 ra)- 14U rgF\jf^) ro^l b.sz'

T " 1 0 2 , 3 l b - f i

€ ' lanr (o ossr) ' o oez'

, " . a - ' )

srn) A 6i^gt? ltuc-ded 6gua@ s.Ef t'x. zvzflraae / i'+'-lt-.odI atanolc,- is a,6;^ \ tte ootElda d'2rt* ie ein . Thecdff'ot^l { f"iol,i'n

',c o.ra. Detcmi^e tho rp:r6l r*,<:zset'-

rg io €to.t lill;ng o \"t-li.ral otl'al lod ol <o,o<n lb. wralrnor"eol ie rrrcasory lo elorl. toa;ng lt- tood ? .

P - L - - L P - ' D o - t - ' ' 9 a " 2 , 6 i ^tPr 3'si^

'/1a+ -ne .gL '

1 .- . , n;nE - ^ . i ^ " < e | 2 1 6 + )

lane " o.x€t f 'o.u

e - ' 4 ' 6 ' l o n y ' o 1 'r E - w . r n ( d ' e ) I - " " '

. <oan n ( + *!) l "" (s.z't z.; )Is = 6e1.82-b:fL,T@o ' w. lan (C *e)-

- 4<,@(1i 'f,E) nq/".ti-z.e')

sso ,/\ repo tuttg I v+ turc orcu.d o 6rolio^o.j ho^rn-loi dF.h i6 ue.a to s"rlt-l o t<rarg wcAhl. lf lhc coe(ooc''t of f",alro^ ic o.+. whol sagl.l a.^ bo @p+r+n bgc,cofi^g a 60 -tb (bt@ al tv oll* o^d of ll\c .+.?

B€LT FRIATIOII

t(Xi ru

vb o"s;.:r c t"a ic G6o ' e4 - .'eo'

:-.;tu - 1, . 2 ut . 1"o;"-,{*"k)t" f, - 'o 1"' 1+> - 11s7 tbbll l.w ... ri "-j1eLb.

36t ) n ropc "."tppd twiac o.ouit a po€i {ill 6uoDonl aw;'?hl af aooo tb wh€.\ o tz.c€, o/-,so tb ;6 s*led ol ,hc o_!h.. o d. tulu:f,;e tte aetr,otc l cf ftroljon.

t.rorb ongE of co^l&) : /2o.

r ) , "+-J t -L^€?. t ( , * . , t r " )\_-4

laat,tb L^ so - | (lr.s)

I ' Jt-!! '=> Ylo e'st 2 . . 7

%,) A boot .,ert6 o pu| ol +ooo tb on tls hoween Vo iswtupPc.J obaul o copelen oa rhc dock n thc I.o.3o,ilo.^no.9 lu.116 mu6l lh6 haa,sa- rckc [email protected] rha o;taa @l|Dllfp pull ol lhc olh€. doos ncl arccal srto_

Ln -\-- tp

P L": ,4a - ! t4e'_. tnL. t+,ot -a.t oaa

.11,6t | 1yk = e31j' + 6z7.f ia6d = _?:EJe!r--.

g^a.) A loftlue of zao b,fl oci6 o^ lhc btukcdtuh €hcM rn riP-s53. Jf lh? brcN. bond h in c.nta.i *ilh lhe b_Ed.._lhrcvg^ 2sc' \ ihe coemc,al of lnctron ,s oeo Detah.,nelrE hfta P ol tho e.d or the bmN€ tcv-.

f1 - -14')L@'\ tu)L

JL. e.,az . . r , ,

( r - r 2 l ( r a r - f R ) . 2 + o t b f l

T r . . L . q , 6 o t b

f t (o tcoo) . aa - r t ,4ee.2ab

T r3|a

l

il

Page 59: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

plre ^- c*) . r, l?,:^ '+)p(1 .333f l ) . +qa.a3 (o . l / ,61)

P ' 6 1 7 t bss+) Jn F,a p -sE+ , lE acetficjtql of fnot;^ G o,2o b.-+qae^rdp? b tho fh€d drum I bo&<-n oll ed.tooea i^ conlool. oa.lc^.m'ne the minihuh t€,ghl w fo pl€lal da,v^ptdne rcirin of the

-J,- o. .(r4u*) - t ,at' '

f t ' 1 A 7 I z

d1 'wo636 ,57 '

<r\ 'o: Iz - tu " w€i^36..) '12 - (a,.) (q @ 36,6, - w a^a6.?1'

12 - o 16 \ t l

4F3-a | \2 - 1o3o.@e6,6J . t i1T'

rl2 ' sod I rir.€rx=o 1 I r r F l i f " ' Pao 6 i^ r6ar '

\ | 1t:ti t1t t1- - 6aa

H..Boot t1\ ; = 3oO1.+ 2W I ot6vl t a, | 6w' 4oo - 1 6?t

v , t . z 9 2 . q Ls's.) J^ F,s. sss , o fler'ibB bctf .un6 fdm A d€^ rhe 6pe^dpurlca E q booK o@ P ta o 2&-h wc,€}'t $o avff|o;6t of$tolrcd )e ,ti bciweo lho bslf \ the @apound pu$% p rhdT onoxrhurn weight w lho/ oo be eopr.fted

vaal mlolingtho putle4 P or etipping lhe belt on to p"|eg h.

!z= ut-"'"11-"t 'n,'."i12

but I ' .V21" I1 - 1.6+e (Y'/z)

108 109

Z M p ' o(9T, r rz(z) @n" Pttt --

5 f 2 , - 2 1 3 - 3 1 1 ' o

,s ( ! / , t 2 (a a41)w a(2 . ro ) -o

6 e 1 t w - 6 &, w = 7 0 4 7 \ b

l

l

Page 60: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

C h o p l c r 6

Syelome in Spoco

r l 0 l l l

€o2l Dclcminc thc mogniludo of lhc rtsrltonl, ilc point;ng, qils dir€clion c.sincs lbr ltro following.sFtdn of n6n -ooplono..

cdcu.rcnl forros. 3oo lb ( e, -a, 6 ) ; {o lb (-?. +,-6) i @ tb(-a,5-3t,

FORCE (D)

4

logcl Di6to@(o) le o!r"yrr!'

-a1.4-_4!--3a o

lta/r.rI - ?n/3 ... A. - 1ls.?4 lb.3.4/7.e1- Al4 .'- A' - -1:.2.55 tb.zao/ral - d6 .' . /e. 24.17 b.

-L" -L- gL-,L- lAA6.71

:. Br' .-119 a2 ; pr' 236.46 i Bz- -29A-06

_L"_q"_Q--L-_@z D ,'a7

.'-C\. .-r1a-1s i Cr=r41-l.. iCz- -Aa.s7 .., porhl,iq [email protected],<r - 115.24 -118-23-113.15 - -117.1+ tb. { uprio.d to the left.1t - - 1S3.CS | 234.49 | 141,41 - 226, 2+lb22' 2.a.+2 - 29e.o6 - A+.e7 - - 152.46 lb,€o1) Dolc.minc tho mognitude oflh€ rcultdn{, its pointrng , ondib dieclioq cosines lo. lhe folto*ing s)€tem of m.-c.pto.|or,conorrenl forcos, roo rb(z.3,a) ; B.btb(-3,-a,s) ; 2/btb(a-o_a).

Fd.ca2

-e!=cL"SL - 2e-z +

: .Ct 'a ;C. /=OiCz - 2OO

C.t6e' -a/R - I1zMea.oo" 0,34-9

aGo, - 226'.24//46.00

CGet - $2.a6/2s6.

to gpl lo) uso ot - x'ir't t2

_aL=^L-,aL- lqz 5,345

,'. Ar - 37.1+ : At - s5.7 i Az. 1a.2gs,,/r " Br /-/ . Bzh = 366/z.0-7

: . 6 r - ' 127 , 29O I 81 - - 169-E a Bz ' 212. i6

Page 61: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

= ( sojso)' 1 (-11a,a2)z t (aj6.aa)z. R - so7,7 tb. pa;hl;S f..*ord \doMabsoa - zt//F\ = gaiEg/s1z7 - afiBcosor - tr//a - 114.o7/sa7,7 - o.z2sIi)6aa - az/e - +aaA+/s.rJ - o.s3e

<' - 3r.14 -127 2ge 1 0 - -9a 1E6lb

4/ - -111.02 tt1

1t - 7+ zB, 212 46 | ztA ' zre6 44lb.

s" = e/)' t(.r)" r(+,)'

Cosez . +a9.9/s24,se . a,gaA

6('J Dolcrdino th.o mognitude of the r.osultont, its point,nq, \itc d,-.r-o" cosines lor the fo ow,ilq sy61eh .f ,,-,,""pt-"",concurrcrl lorces. 2oo tb ( 4, s, i) ; 4oo tb (- 6, a A F.r. tb ( a,- 2,

- 9

roge+ D vee I D2. a2rr ' ,zeL-AL"!:L..<@^ r z 7 0 z l

,'. A" . 113,15 t Ar - ,t.+i,44 i pn - -s4,el

-L= !:-, -EL - -@z o,17

,'. Br = - 27s.46 ; B) - 152.4 a Bz - - 22P'05

L- -q-SL- pqz s,ag

." ca = 222.63 t Cf - -111 .32 t Cz " - 166.A52t - 113.15 - 2t3.66 | 222,63 . 62.12 tb.2l . 141.1++ 1A2.+1-111,A2 - 21r,..6 tb1z - 'a+.e1 - 229,65 - 166.sO = -17s,a b.R" - 4""+zf2r <2. = (62.12>" r (212.s6) . t ( -a,7s.q)"

R - g2r,5.B tb.Cas+, - 6212/s29,s3 - a,118case.r - 212,s6/s2e.s3 _ a.+a2

.'. poinl,n9 bockwo.ds, \ lpwards 1o ihe

t12 t l 3

6at ) ftr@ oonc"@ai k€aE p, e, \ F ho€ o Esu[,onl of j tb.dirc-lcd fotuord \ up to.ighl ol e, =oo',O,= 56',3", - 1r5". p.-q@lc zo lb \po6s< through fhe ongin \ {he poi . f (?,1,a) .Tho\olue cf Q is otso uo,b \ il FDsse€ th.oueh ihe p6i^l G,2,2).Ddiomlne lhe nog.itude of lhc lhi.d force F \ the ongtes;lnoke-s wi{h the reference oxes.

3

whee p 'e lb . , -4 . =60 ' , 6 | - a ) ' : ez . .s .

. . qr ' 16.23 iQ/ .6. rs , qz -e.7+ - co€122Aa/$-6s1t - Fseax . s(cos6o) = 2.s -6" = 46.2'<y - easo, . skoseo') " z.s rj, - @s', e.a6/23.6azz = Rcose, - !" (@sa6') = 3.sa el - 7s 6"

!!--L'lt-= 3!z 4,5e

: . px=8. r3 . p f - + ,37 i9z -11 , raq-4L.-44'_?e

F, . 2,s - +,37 - 6.19

\ - -a .36 tb

F r . 2 , 5 - 1 6 , 2 3 - A , 7 3F\ . -22 ,46 tb .

Fz - a .6+ ,9 , r+ 1z+a

Fz ' 23 .G7 lb .

' (' 12 4)' | ( 6 26)' tC n 6',)

'+e=cos '23 .67 /33 .66

.'. po'nl'ng bockwa.ds, \ do*nerd

60,.) A font ol (n tb i6 di@1ed f.om A rowdrd a in the cubc6h@n in Fiq p-.p7 Deleffiie the rcrcnl of the fole abo,+ cochof lhe aoord'no+e o.ds

Page 62: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

t!-' !r-" !L' ig'Y

: . F | - 62 .5 tb i Fy '4 4 \b i Fz '626 tb

1t , . Fr (1-) - Fz (4), , - aa ,eG) - 62 .sG)

tu r = -62 ,4 tb - f l . a \z . - rz (a )

.t$ - F. (a) ' 62,t(a)Zr,4r - 2so tO.ft.

-- -62.s(1)

eooh of tho coa.driold o)las.

6c.0) A foftp ol 2@lb. 16 dirccled f.pm E toword C h the cubc

sho{n in Fig.p-5o7. Doterminc ihe rnomenl of ll",c force obout

t -L"EL- @-

rMr - F!O) - 1,+8.6 lb-fl.

= - L8,6<4)

l l h - - 3 9 4 . 1 l D - n .auz.-tu(r)rr 'G')

- 7-+,3 (i) | n1,4(4)4M.- s1o.S lh-{ \ .

ri - {1 i tb.:, Fz - 140.F tb.cos) A for@ of:"oio ieai.ectea Fb- B loenc D in ihe cubo6hown in FIi]. P-6o7. Dele.r,he tfte Frornenl of thc J?rrre oboutdrLh ol the a..di^olc o'es.

-E-'LL'-L=4

.'. F, -o lrt- rgol6 lFe-2ao16.

tMr- 244 tb- ll

- -z.to(+)

atAr - -9@ tb- l I .zMr- tu (4)

- r€o(a)4M2 - 72O b- fl-

r l4 l l 6

6td A fot@ { a@lb i. di.ecl€d frDm C tor.arA E in lhe Eubsctn i" in r,6. r-aro Dclc.'r'i€ the hamen{ of }he forE€ oboutcoch o[ ]he coordino]c ores.

d - a.e fl-

+-++-*:. Fr. 1@31b. i fr. z26,sb i f.- 1fE.a tb.

611) A h@ P,dircakn ftr6 F ta*otn607 , cov.es o momenl My - i6oo lb-ft.obout lhc x hz orc€.

iMx .F (a ) -F i ( . )

. . . 5 ( 4 ) - 1 6 ? 9 ( 4 )

.M'- 6s2.Altj-fl.

tMt-F,<+)rFz@)- $3.a(1) t163.i(2)

1Mf , 979.0 tb-ll.{Mz . -r,(a)-Fy(r)

.-t63a(4)-3 .5(e)<lY1: r - l:06.2 tb-ft.

I in lhe cube sho^n in Fig.p-D e l c m ; . e P q r l s m o o e n l

-!L - !L.- tq3 2 !r9.5d - E,36s f'1.

P / ' g @ t b= -aoo(a)r Foo{.)

M) - -.{ro rb-{l.

: .4=6aotb. ipr"4aotb.4M*--P'a.)+ryQ)

4tiz - -Prc+) .PL- !- .., P-1o17 tb.. -Soo (+)

Mz. -32oo lb- f i .61.) A fot c p is d;ructed f.om o poinl n (a,1ia.) io€.d o poin{ S(-3,a,-r). lf il ccuses a rlomen{ Mz - 1coo tb-ft, Determine themonl of P obool the tt &,y oxes.

d . 0.11 fl.- L a Z - ! L - l Lq,1

... p, - 7p/s,n j Pl . 3p/s.11 i pz = sp//eArztA,-p"(\)+WG)

teoo ' 7/sr\(p, + '&)pA,rP . 9'll lb.

Page 63: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

Miliiilldfi{

II

pt - 7elb i ry - aootb t p2- s@tozM,- -PzG) P' (1)

= -g.tO) ' 7..)(1)

r1't - '17oo tb'(l

zttf - PaG),p,(1)- s@(4- 7.b(+)

}'4/ - -8oo lb-{I.

6i+) Ths sheoFleg derrich shoxn in Fig p-61a suppods o \ic.ticallood of zooolb. opelied olA. Poin{e B,c,\Doc in lhesa'ne nori-r.ntol plone li A,0,\ D orc in lhe )(Y plone. Delermine {hein cdch menbe. of lhe dcrick.

Go,,ro) da '(o-o)" ' (5o)'* (o c'5)Y

d^b - lS.7oo fl .

drc" . @' o\" r ks- o)' r (o' o)'

d^c '20616l l .di - Eto- <-zal' *s-o)'.

aw..r- o: '!r$(1a)- ot en) - aa/, = laoo )b

. L. !L' !!-"!ra

Dr . 2cballl ; D.-o

lsololing Top view-

c/ 't @(.t/$

e " 9 L ' L ' 9 2 .

AC.1 !?4 ,s tb

Ba - l2t'ooAo)Y$

-&"

l l 6 tt7

b6.€ Ab, Ac,q Ao whose tower ends o.€ in the some ho.ir6._tol plone. horiz.tr,tot fo.@ of 1@ lb oclinq pono et id lhc xoxi6 i6 opplied ol A. Delcmine the forc6 in eoch nedbc.

d; 'Gr)'.(6af ,@o).

a-1r:of +<crf r (o-<-::)'

a;/.3-oy..(o-f 4e"ol.* , oN. s .a67'

lcolole Right Sidc vi€w,

65) Thc frona$orh shown in Fl9.p-61e con€ists of thr€€

;

.r{oa. r. o : B/G) -1db(5), o

as-, !L. _4_

-1@(D, rcf(3) ,o @(z) -o,(oJ -o

cr .62Slb. Df-a lEtb.e- - AL -6IL - __9u_

Ac.76s.olb. Ao - s22.91tb.

AE.lll€ tb. i gry.5ootb.

616) Refer.ing lo Fig.p'61s. r-Jpta.n hly- looo tb jarca ta v€i,li-col down*ord locd ol ea@tb. Defemine +he lorce n eoch.tE1i1*r rnda. {bis rc/isod lood,ng.

d^a.,@Gioi4o4Y

d& -r'G;F ,G;f t Ga\61ArY

da " e36r ll.

lsolot6 F.onl Vicw,

Page 64: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

leololo Righl Sid€ vi&,

-4C-" ,9'-

AB- 1r1O lb-."c612) The poinle B,C,ir,,D of lhe oonliteven frolnsv?orx shown inFig. P-617 ore olloohed lo o v6.tical wolt The aoolb toad id F|orollel io the z oxi6r\ lhe r2oorb tood € veriicor. Compute lfe lorce

qk) - 2a.oe) 'a

- 4 L , _ 9 L

lelole Ftunl view,

'-t\

-lL- -jL. _4aaq

AO = 2382 tt) - -I

(2a&-tuaoxs) -c,G) .a

AC- 53A.3

DrG) - (2ab1o.,aY.3> . o

A O - D .

A O " s 2 2 , 9 l b

d4 "446.)2 | (b o). t(4:a +)t2 - 101t

o^. .,t(1o or | <a-o)? + (+-o)2 - b.n.a^o . , t (1ea)1 t (6 o )z +@-ot .1 t 6 '

1 W - a

to.o (4) - Lo(.o) - c, (a) . a

--lr-- . sao

.d* ot/.6) - M(4) - +o.(1o\ ' o

_6q -,qeq

Ag; 1615,5 rb - ._ c

l . l8 I t 9

610)'the un6./nmel.icol contilcwe. fftrrewo.h sho.q in Fig.p-610.suppork d we ical lo(t of 17@tb ol A. pdnl€ C rt- 0 oE in lhebodo .dlicol plone whil6 g i6 3 fl. in lron{ of thi6 ptoi€.fi€ nnce in eoch @mb€..

a^s .t@-ifi6:F-,|77litr' . 6.vt!.d^c - l6al;Gzf-aB-Or - 12'

Isololo F.ont Vie*,

d^o. "/(s'a)' I (+<)' ' (o' e))' ' e,16r'

c,C1o) oeG)-@(a).o

1,@(e) -B\(O -e/6) "o

s | (1o) t 6/@). 12..b - " -A

i 6 . g , - b r . g tAre 5

;. bf ' 6/68t - 5,b.,lo I

e,(d) | 6 /sB,G).13(a

b t ' Q a , t b , ' . B r . 1 2 . a l b

. . . nB "r7s5 tb, . -C \

A C - 1 2 6 0 h - - f

fteG) - 34d(.) - 0, (1o) "o

s.16s -

T

A O ' 1 9 a , 3 t b - - 1

aB) €de P"d. ate tl lhe 11.,tb load i. Fig 61A oak hodzon.oulwo.d froi n ,n ihe drrealicn lrom E leoid A.

Ftun Piot.'F.619d,^a - a.i|s l+., d& = 12 {1.

d^o - qf ts f i

,l;,; t:rz

Page 65: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

lsololc Frb.'l Viow, leolate Top view,

9' 6.,) | B"t@')'Iloo?) - o

I ' G o ) + R r G ) ' 6 w - - A/ \ B . A r - 8 . . S i

f f i E s . +

,'. sr = 6/59r - s,B.t&1ou + G/e g'G) - 6@

13,6 8, a6g@

g-5@tb. iq-@tb: - o.(1d) -a/i e s.G) +1@@) ' o/\e- 8-/r,3 tb---I i B, -aaolb. U(to) " -5.,/c)14o(3) | E@

O" r21otb

.D= gL :. AO -,1,{€6.+\,.4166 0

aro) Thc fmnc*#tr sho{n in Fis.p-62o suPpo.'ie o €.li@l

l.Dd of 2ooo lb. Pdnls &c,\0 oe in thc sdE ho.;zonlol plcneDelcrmine lhe fo.€a in ea6h nEmbec.

d;- .((-t-1))'t!o4)" r <o4)'d.,b - ao.7zotfl.

- (o-o)'+(io-o)' + (o-(+))'

d^c . loiro3 fl.

q - b t b .- _ L

6

AC - 120lb -- - c

o -.co),g,,6;r &(r) -.,o{n)=,

a,46)- t6{E\ r.@(t) - 3e

i....'a)d,'' - (6a-o\2 +ka-o\' t (o-(sr'

d^o. r+, i+ f t .

r20 t2l

zrA.ro. -o,(te,) + Rf l4).-o

W - 6.6./aot - -@

zMa- o, 2o@(1) - CrG\ -D' 6za) - oat(4) |q02.41. ac<t> - -@.

lsolole Riqht gidovic*,

,.. AA , _95O.r13 ., Ac - W.2S t _Lp_- _jEL1o &fio1 10 lara ^o

AA -ros5,3lb- -o I [email protected] i Ao-6.1c'6lb-C

62t) n ve.licol boa p = @tb oppl'pd lo th€ lripod showi in

fiq-Q-621 @u6f,s a codlp.esgrle lorcc o[ 2i5 lb in leg AB \ ocornpree.i'/e fofte ol 2@ lb le4 l\C . Deleernine lhe force h leg AD\ lhe ooordiiales ro \eo of ils l6de. cnd D.

d,6 = ]|e,OO6'd^L - 6ofr (o--eiGi.F

l$s =o, Df(') - Cf (1) . O

Dr ' +/3 cr - -@ .vb.. +o@in @,

cr<+)t 4. c./ (12.c6) 'oc.o

Ct O+.Pe\ ' adaCr = 56.-2l'1b

in@, o' = ,15 G6..25) - 1$ k)|'rO, q"8,G6hGE) = 9eo.7,t4 tb.

Page 66: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

q(rd'qG) -oro . [email protected](6U/4tb

lsolole Righl side v,ew,

' M c . O o-0r(6-2.) , @oG) -W41) -o'aoo (6'zo') | as@ - 21e6.6 - o

- 2100 + 4co7o . _2001 .4

Za . 0 ,997 '

-PL " -01-10 o.t.t,

o ' 'b$bes ' Iy 'oDz' 3s,s6 tb

trO = '(aOf , qa' ttzs.6e.fAO - 432.7 lb - .-C

- & - . L ' @

; 8 t ' 1 9 e , a t t b_9-_q-29L

:. C-/ " 2oo1 lb

ot | \999. .O44-*U-O

4'+ooto

Io _. t '

t c - c , - 2 a 3 _ C "1+t+2 B 1.n2 6 '

Cr = t6o,a lb. ,lCz ' 12o 1 lb.

622.) ln Fig.p.621t tl P'12corb. \ the coordinotee cf Oarc \o-e'!.,zo-2fl, compule +he lorc€ in erch leg of lhe l.ipod

d*- 6-)\ (*'d7 t7oZqYdM - 12,$6l l

d^c = "(o-o)' r (1o-o)'+ (6-o)'

d^a = 1+:1+2 fr-d,a = t6'14)Y t1aifa eeY

d^D = i1.3s6 fl

-i-

t22 t23

lsololo Fronl View,

q Ls) . c/(., - 12(,@t . og/ ' 6<bo -.'(t ) --@

lltlo - O IC, G) | 12@(2) - ot Ao, . o

S./66)-qG) - 2.e - -e)

subs. @ ro @.

Q@'q(a) -Cr(a) - 2a<t-C/(e) - - 96@

q _ 32otb.: 8/. 6@ - (32o)(B) . 36s tb.

6dro:cr6'\o)-qG)- 24@

- -?L

Cr+o,ta./-12@-o32O+ W r&9-12AC,-O '

-4L= _lqc-p.ea6 p

A - 471.31b C /'C- +sz.E tb-C-/ \D = 512\.aso 40

0 = s81.5 tb -C

68.) 9elcr'l'ine the nroxrmum sofe verlicol lood w fhot can besuppo.t€d by the t.!'pod 6ha'n h fiq.p-G23 Arlhoul ett:e*d _lng o cdmp.essive l6rJ 6 2arblb in dny member.

w

) d."..[:7'TG;F,G_gdo^ - 1.aw'

qu.6,n7 doe' 6i'tf ,G-o\\ PIi|'Cj06 .6 ,C62

dva-"6-o."tcarc(+AoJ o.o= 7211

ll

rI

1

Page 67: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

* i f . M" 24eb.,2 @ . - L = A L - 1 q,.103 2 G

., A, - 6445lb i At- 19,:+,* tO i AE.12s2.C1lb.Isolole R,ahl S,ae vi*, leolc,te

tif DE '2.@ | ,

#'+'T-+

(srt N\z -G/G).oq - 2(t 4.p}t 4)-

q . 1.731,e2+ tb.dt ct. jf rc >24.r.tb

*pL - 1731.921tb :. qa = 241.4a trra'211 5 "/ildoetu)c&

n(4'at(A=",& -(1i21.s246) - srds.etb

t t l D C ' 2 e t21Oo - Ct -C i ^C2

A'(1) -B/( '>-o

192+..6G) - BaG)bf - 1539 '@

dEcrK \l Dbr24@hDB = 153q.46o

Ee. 6-

.'.DB- 468.561b ../ tl dclol crd

B'. Ees.a tb i gt.11gc.16|At. $q...tb.o+ the nbhl 6h6 vi*,zw-o, Ay(1) - s, &) -o

Ar ) t/a (17a6.rc). 2232 -1 tbdv:k 'f M> 24oa

_w. -22122

DA - 27s+.s tb oo totl .x4t tti6\atle bd@E il er@&s za<Dtb

ct ' 1q6,9 \b.C . ' O

t24 125

EQutuERtuM roR ofl.coilcu^RrNT Sp cE toRcEs62c) the Flole 4arn in fb.p'626 aoti$ o load c,f loootb aoptieioJ E L) 16 supporleo i^ o ha.tz.nta. po6'r;on b/ th.c. *l,".ic"bl".ofloct€d dr A.B \C. Gopule lhe tef,,e,on:^ o..h a.]bte

D.\ ' 2 167.25 tb.

.. thiE @nndl be o@pl be@|s tl witl eo6edlbc I'mll vhich i. z{.ab.

,. sae dar. vot.e of w i. .sigg.S lb

t*a,r(s)-r ' - (o).oAa" 229,61 tb.

ahec'. \f g > za4otboA - 73s.61

-6G)r 1.,60{6) - B(s) = o

6l-r.L-! _-.]

W.-4,4. ,0o(+)rc io) .oC' 4oo tbT

AtAIC -1atA "A

A - 1<><b - 4oo 4oo

y1()4@ t - 't G)a6)(61 ,/s6) + ,/l@(d?/e.6)

t = 5 n .

s'-3p@\i@@

627.) 6olee prob.6 if,t^ add,l,on 1o ihe loootb,the plo{e w€,bhsj

'U@\@t " Ue)qt)(e,/.\ + 'fG)e^1qe)g r ' b A . h )

j " nb l l .

Page 68: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

c. g@lb, - f g- g.o tb .T

ztr.a --A+ 12@r 10.o'g&'a@ 'o

A' 600 lb"l

62c., Refe. lo unsynrnetrrcol conlileve. Go'r€wo'h dosc'ib€d

in pnb.61g on poqp €6 q rep€oled heneosFl9.p_62c.lf lhew:

ibal\lood of 17oolb i6 shrfle, b ool o1 lhe midpo"l ofmem-

ber A9, oomptrl" the componen{s of lhe ceoclion ot I E lhe lb*

oes in lhe bors tC \ nD.

nn6 g,otal , .m 6) - c6o) . o ebG)1.&o G) - @ta) - aLs) -o

dn -.[.e-af ,O+ef '6aY ' s,7" Xa"c- .@$i6 -ofi@-of ' tzfia^p - t6of 'Gaf ,GEiff - sftaq.

^ c - c _ . . c r . e r

A c''cr/2 | C, "Ca

A D . O ' - - 9 t ' 0 2e,.6s g

Q c, = ot lz 1 az 'D. /+

sub. @q@ lo @(o,h 'Gh) j ' ( .^*o ' ) la +a2so

6 , 5 0 , + g s c ^ ' + 2 e OD " r c ' . e d o - . - @

9,6d+6/( ' )-ne(6-2 ' ) . as,(a) l qb) '$3o--@

@t , ct)e)- @, to,)(.b) | noo(z9) . o(0, . c') (i) - (., I o,)Go) { a26o - o - -19

I

a./'

t26 r27

Top viow, LVz'o O

o, ts 02(.) .0,(6) - Q(a) | G (+). o;i:::=-" ut: O! o'/+ t,cr-G,i . ' " / (D' / , ' )Gt - o ' l .o) c,G)tc.<i 'o.V" c ' " s .2so , -@

""{2. qbs.@ b@,x r s 2e D' 'eoo

0' . So lb F.N@ | Ct . t.Lt<eo> . 12o tb,to.fu(c.rcsl/a Ac.kao0z):L/1

lc - 126blb.Relcning lo FrD.t view,

zMo"o 0 "b G) | s.e) - e(.o) . oax(6) | az G). +r.. - -@

zMc" a 9BxG) -62(3) - D,G6), o

9*(4) -bz9) - 600 - -@

^oD (, L@

i n o ,.eoQ)-Be(z)"sat

ii O,s@(.o) | 6, (!) - e3so

br = lasa tb.

ar k) - b{e) - @ae, tn) ,2.6 ' +aoo

b, Go) . soaaB* - 5.b lb.

6ao,) Ihe b.f,,n BE of ltle sf,fl". l% de;|cl(. €hawn i^ Fig p,6sok tuloj€d bNo.d jr' meogurcd in o honzaolot ptone lhe nraslnb i. vc.llcrl ( ls s"pporled ino g>or3.t aI A The poinfs A,C, \ 0 orc in lhc sorle ho.iz..,lot plone. oelemine lire li.cesin the lEc Ec \BD t\ lhe. conponenls of the beoring reootion c*

dao 'dsc . t r2 tg

l

j

riIl:

I

Page 69: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

N@)- '[email protected])"o

zw-o oq(6)twG) - s.,Oaa) - o

A(s) rt G) ' 4aaa bq , v / ' a e - - @

." E: - 99L

R,!lh{ Side Vi.*,

aio'a, Cr<i) - ]6at!/l) -o

c, ' 6a3lb

n e4.4. q 1o1 's66

oy = t63 [)

- . - A o . \ 9 1 4 ' ' 2 d 9 t bi a --A,(.t r (c'* o'X.t r soo(s6 6)<1tt X')'o

^" 6r , (G r D")Gs) - o - @

A,tst = (,r,7 i t1)t14A" = 2ag7 tb

oz . 6114/s_- 61 tt)

Cz . 227a(s)/i= 22a2 tb.

Or - 193

<j: 6-PL

Refc..inq to llbhl .q& V'bw,zMb:o: ^z1't(hiaj)(s) + cr G) o/5)'saaG) "o

Az = - <2271 t61)(1st633 (s) r la3ci) | 2w

Az - 166.7 ll).

63r) The boom Bc ofthe ctiff'lea de'rich 6hown n rOP6?1

i6 conto,ned in the XY ptono The mo€l AB ls "e'rtiaol \ rg.s-ls in

o soohel ot A Poinfs A\D ore in the same horiuonlol plore '

Points DkE ore in lhe.eome v€rlicol Plono Detormine the

foroeE in 1r'o 1o9s BE ?^ BD \.!4ryw"""ts ol Ihe bea-

r ing reoclion oi n.

t28 t29

a". ' u[-a",c-Y ,<ao-y aif - p;?ago " ,6<',o)t'Go or i6Zo-' ' lalsolale F.rni Vrew, lGolole Rqhl 6,da Vid,

<M' -o; {oo(ro) - Ay(o)- Er (s) -o Zt'/^ -o .Ay(2)r E" . , tooo - . -@ D'Oa) 'E G):Ey6o)-o

A A E . O o / ( L ) ' E z ' E ( . ) . a - @

D(E)ro6a(?o) ̂ ytu)-A,(!)-o e4o '4hs ,,, Et . to/tsE/ '"6'"

t\r@)t A\<s) - 9,<5) - 2ao@ Dr(t- 1d$E, Er(z) =o

A , ( 4 ) i A , - O ' - . t o d - - @ q ( r ) - a o A , E / ' o

ZM^-o. D, - 4o/3oE/ sub.. to @ro@(io) - E7(ro)-0r($)-Er(s) .o C) 2E, tDr-1do

BUI: E4. " E,lo :- 4- 1.5Er 2E | 4b/3oEr .looo

i@<2) - ( \5E/) (2) -o ' ( . ) 'E -o B!+ '4. t .bE)

aEa t2a, .e.ao - -@ 2*r a,bo(1bE) - a@o

. ' . E,=( .Eo-o;) /z @&.raA +8, ?1o.o . . .E, ,2sob.ar/'a -O,ha .'. Or " o//z -.Dbs.1@ Be/@s. r5/1o .'. BE-58.4tb.

AtG) | A"@'r, 'e<'otb -@ *!'rg Et "tse, . a,s12ta1

Ar (.)t A\ -Df/2 . 4.)&th

^t (.) ! (@;!L) - aaa!)

N | + ) t 1 @ . w . B a a ota)Ar or ' Totb --@

-A'(Q.A,(" ) - -B^= 6doo

-{&.a t€a j_3g)

El ' 375 lb

usn]g q . 4944 - ao/eo Gas)Dr ' soo lb

bo//@ ' @/aa . , BD . 612..+ lu .uahs@ NU)-Df "7eo

Ar &) ' 7c!:4 + s.22Ar . 7@r/4 :. A-/ = t61s tb

U6ins Ez ' 1./16Er .4y'6(379) . 2so1b .

oa'l6e(ot/za ' zso tb.rcGming 1o tujlhlside Vew I tF: =o-

A z ' E - D z ' 2 . 2 5 a = O

. ' . A z ' o

Page 70: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

632,) Thc boor of ihe &rich 6bo* h 7lgp-632- k rolol€d bock

30'f.6n lhe fi rlone. Dek iniie lho {iroce in gc kBD }, {he

1 . 1 0 . 6 , . 0 ' . a . @ t l .

rolt.6' - b/^:6 :, ft -.o$-

.\n6o' - 6 /.o .'. 6 . ir.32 n.

1ar,@. . 1r.r/6^ .-. A . ro fl .( G e ' - $ / A , . ' . & . 2 0 l t .

de -,GoAfi a.A:ofi6'i-Lry ".a 2t{l L, - 10 t a 5' - 'e '6 rt -

ae.6il6;f'('+. $r.2e.2. $ @'aoton@" 11''att'

L' "2"'" "' 9c'816 3lo

l n E 4 Oq I Dt'1132

. q .fi32'3173nA '15444lb

8o - 11e4.6a+ -'.go ' \63tr lb' n A T

- Ai Ga),2db60.6c) L o

zM^'a OC',o)@- rlro(s..6) ' o

Al +O, - i7z2 - -O

loble Right gddview,

c,'-trzfi@24

ce .199.96 tb

Dz = g9.ec lb.P.l. lo Qbhl Etdevie : .F-'o

O . - A , - C z - O

Az - 939,96 -199.96

A z ' s a o t t )

ot'!91e.L9,

02 - 1t9a 6a+G1.32)

<Mo-o: -382 <1rt2) | c' (21.6+) |[email protected])-o

Cr (.1.a4) - pegg.z4l&

r30 l 3 l

l

of Groviiy

C h o p l o r

Coniroide \ Contors

Page 71: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

ihe ccn{fti, of lhe shod€d oreo shown'|6 barrdcd by lbe l( d'.i€, the line x ' a q

k- e% - b1a

a'.- bay'a - u- blr&

n-f, aa, -fi ary*a^

i" rg.th" pd'

G,b)

7 = 3o/s4 t - l l e ' 9 ' = b / 8

+7o6) Detffiir€ lh6 (btroil of the quo.+e,' oircle €ho,n in Fs.

P-7o6 whd6e nddius is n.

A- fed' -("$.+ U''N'r" e J;"+ .,,:;,". ...6,^< _,/.

. 1 . N p , . l $ q d . ^ 4 ^

l.; f,\ t.t!'-*?.-""e-t *":e"l " ^ ('" f -1-a-^':ld^.('(adl -(fl4,-"""1a, r"*=G-F

{'*'"'.,".. -+t-''al: -+l'^'"d " #1) - h . % G ' - ' " ) - L ^ . \ 1

-' l t '{i,v";l Ai' l,"a 'hJ'!ad'

' r, (: (" ") d' - t'l'"' 41:l t t - n. ' ^ i _; i , " ^Zl - " .2

t32 133

7o7.) Oelehine the6hown in f1:9 P-?o7

cantroid ol lhe qu6d6nt of lh€ ellipseThe eauolion of the eriipse *

* !fu-,

c 7 b " ' 1 - \ 7 o '' d -

,t = b/a q;n-;t)

^r =f iG;,) "f,,(u.e:r)a^t.f a' = f w.F:ta, .8"1-,^.wd"-:,l{iLeJ r=o6,a .. slnq='/d - Va[ h@+y,o.]

dr = ocdsqdq yl- Ai - !d = eEI iJ7.V

ac!s-..Fi:F 7 - &/'\-

^. rt*")("-"-" ) A,a 'chgud,) - hr e! d,-u"l!!;.a.,,^a^

_ -f h,ll(*4) a^

. o b L h L 1 1 @ a t d 4 _ o , 1 . . 1 a . , _ t % ] :- 4 f " r € r 3 : l "

- ib lrh tt 'PL ' o-'E J 14,tq"4 - s_uZ,A - obi/

7oa) Cfivlle th6 o.eo of lhe spondrel in Fr'g. P-7os bounded bylhe x o,i6, tho tinex .b,q the cuNc g=x,n wheG n Zo.wlEt ;elocolion of lls c€hl.oic fr€m lhe line r -u ? prepo.€ tfe lobke oto.eoc \ lo@tion of cenl.oid f6'- 6iues of n.o,1,2,ta\e.

'%.f,1.Ji "%"i++-"-l

^- -f,,(dr.f,.(#)d"' h4^f! t" a,-hA^t#7:, hr." T-hil: - o'1

-!\r = rt"

r = !Gd ut l'i" r i"nr' -tf.*a r.(oo)

a'h\Yb^

edx . t'4+ai

--L lu--'r1

A - br%r

Page 72: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

b - !ltl]) - b(nrr) - b(nr1)

; . t l n ' { C c ' d l - u z -- - e -

7oe.) Deledine the s coorditule of lhe spondEl deso'ibed il

Problem 7oe

^e ' [: '/, eQd") - af' e" a'

" . - - t . " " , ' 1 b' Y,l: h'i/b- d, ' h:i4l' L+"'-k- t/-*^ l.tl" - of ratu:<'':s)

) 2 ( t n t ' )

: !qa - :b[ . t = h(a ' l )

7,o) L.@fe lhe cstroid of lhe o.eo bounded bg the t ot'6 lt)

the sine cu.ve A= ognayL fiEm '=o to x:L

9'an^u uf = a's,n n,/L

: ^6-!: ' /"eed' - ' /" f" u'a"

shown in F1b. p-7+.How lor 'E

tha o@^troid of the or€o obow {hebo6l

L(€) r 1(6t E = [1(6)(atl, ] [1(6Xo sI

1+a - 4:

t - 3.o7 i^

t34r36

@rdinolcs oF t|€ c&t#d of fhe d€owith nespec+ to fhe eiven o)(ec.

I xt x"t , y,r r't] s -Lt^Gxqora:' , [hn.,]-l# , e ]41j44 - 30723

q - ".+r i^al:'+t - l/r(.\(e)(k.6)f tlkr6'O1

4-11i ' 96.41

, = 2,31 in-

n6) A slendor homogeneous wire of unib6 cross sct;on ie be4finlo ihe 6rope shown i^ Fig.p 115 0et. lhc @rdinoie6 oF ils @n-

[6, rrd r €l t . 6(rr s(4'nr) r r(*{:d)

5 ' 2.+a ;n26.@t = -6(+) 1 e a4@s 3o'r 4 )

t --rq!: - 3:r-eg: , ae65 ; .< zo,,/tu

" ,"u '- B/e". ; - t . 1.4ts, n.

l, (, E^ (:4'^ 'l&.)) + 2f s -[z(axzr(zo''4o)'t(.plJA2Az! '8996

.g- =1.o36in i i -ottE oenlrc;d of lhe shoded ol@ slEwn in d9. p-rle.

[Gt@\(t)t v.(6Y.<\t v'GYq1t .f h6*4@n .6)']

25 st - 3s.1ee

i ' 1 3 t h

,17') L@Ie ll}f @n+K;d of lhc b€.+ *i€ €tan in Fig. p- ti7. Thc w;.c'F

hon|oq3h€ous q of unifo.n orc.c 6etion .

n5) Dele.fiioe the

st'ovn in Fig. P_715

| | h @G)CA.<)'] +

t'/, G\kr(%'c)1i 26 - $2

4 ' u , " .a2 7 " l,h 6.2) ('/' 4 Dl I l,/. Grd ch - d1 \ f r{.)@ @'. 6 !.11

t = 5 i n .

Page 73: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

t , :

,o) Dele.nr'n€d lhe ce^lrcid oF ,h€ l;es thot lom the boundo-

rij of fhe €foded ored i^ Fia.P-a1e

ltz,7-eo r s t.F4 + -.tr-!,-l ^ = 1r@ | I6(8Eb/4\(,/r) | W(r,/")('/E+ {nX h"z)('/tr) | 6)l

ao-aeii = 251.322

vdlu€ 6hould the 6ir. width of ihc flonge be cl..onged so lho+ lhe

cenfroid of lhc orgo i6 z,s in. obove the bo6e 7

I1(e) l b(1Yr.r) = 1(s)(ar,) | b(rxo.6)

l[|1a

F ' 5 2 6 t n

.4e.eiq'1eG),6(.>+@f g\&A,4rr.,(9)Vd,.f r,(WW.n)4A,3e7 t - 261,65e

t -s.4 i^of the slEd€d or€o i4 FIq p-72o ie ncquired to

Oelermine lh€ dictonce b lhot will fullflll ihis

t'a GYstlty'. s7 -[h tbY6rlr3 d€s.33 i in ' = 2 inb '?

bt = 42.666s n2

,21) Befe. ro the I_ 6€otion of prcb. ?t+ shown io Fiq. P-7r4. To

? o r a . i b - 4 + o . 6 b' 2b -20

I b _ 1 0 n .

722.>t@le lE @a+rcid of |he ehoded oreo i^ Fiq. P-122

by cuiting o €@icicle of didmeie. r frod o quonler c,rcle of

f+ +il' =e?X!.,r,(IlL. X-ei:).r".; -,2 #7,"ll; = rl --i -gL = 0.6.7 .

12r

s' ( /,Y,'th' (- "16)(/,)o"Zj -.% - \.7ts - 16t:: str'

r,%_s - 6 5#:'

E'-e!]g-r- o 3aer

r36 t37

,!) Locolc tho cenlroid of lh€ shoded o.co

[h(.d(G\ , +b@ .'Jdt . tl'. r,ttt (,..tt..'). (1.d' (.t (,. 4) - 1' w (4+)

| 24.4a112 . 4..sX - t .o+;^ .

2 +. 1a 1 12 E - 1.*> 6) | ('h) (t. r) @ (% n) - +2-* G - g)

24.4a1+2 I = 63.5ee

5 ' 2 6 e ; nthe coordino}ee of the oonlrcid of ihe shod€t o.€o

/9. P-7.a.?\- k@O-%6r&) -!ktJ' - r(eb)-ge)Q/,Gr t',) - !!{ G\ -.!F @ - 49)

t4,rs3t - hra.'s1t . z.ra in.

'41 eaa1 , '2^.t(.)- /e(d(dr"rt tp'6a - {t)'!#("-#)1++s93 E . Ea,a6e

J ' 5 o € i n .

z26) tr:.afe lhe @l.o:td of the .sho&/ dr€o eotc\se! b9 +he cutueU..o' \ lhe 6frc;9hf l,ie shos in Fi9.p-1t5. HinI : ob€€Ne ]ha{lhe tuNe q2. oa retot've to the y 0,,6 € of 'he @me tbFm 06 9 "^xz wilh .esp@l to lhe I a'i6.

, l:!t@ - n ctuelr = ly@k)(E',\ [kbtu"X% aq12, - s7.6

t - +.€f l .n i .[.h & doe/a..\ - lh a>o) & -d

,t2q - 3€9 - 3 f t .

zr) Locoll3 lhe lglrc;d of the cutvenl st$*^ i^Fig.p jz1 tlnl. lntog.a{,bn ie onneceosd.g tf lho o.€,a i6 €ubdiv;dei into the elomentb be fdrnd in foble vr-1

, -'+ [r(kJkx')t 1.o-rs(+Ydt,fa&)1.\')(./') r /.it't')7/A_t - e/!)(4)(1.)(ye.,\

I 4 - i ,6 f t .

Page 74: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

rrd wifitul usitg ;ntogef;n- c!.nPulc i foi lfE 6so b.u'dod b/

fhe )( o'i€,ltp li,.e 1-t2 ,i.ltg o.,rl€ g'a\ t t/s-a/ao '

A . (qd: At .€Ad'

^ " i i 1 .^r , ' /6 . t / f la)a, , " ' r - l : (a f , '7e- ^ ' /e \d,+ - . ,A . Iz" + \i6+ rlr'1. _H,r | ,.h, r7...1"

A- 292 ttil.252' = 1q1s z

I ' 760 @'ts '

,.e) A rcclor5j:B ;. divided iato two Porle b' il'c cuAr'e g-^r"

oe ehorn h Fb.,P-22e.u€trq #E knd$n bcoiion of t's conl'olt

of lhs lo{€,^ poei A oc aivon in loble vn-l' 6t'ow ltlot ttE cen-

hoij of lha uppec po"i B i. t(rolea WtB-/,iA\Eg"24^..6't o rhot c^ erAhbl^

-b- *n

. b(.rz)-b

r ^ . 6 4 4

/r&'\16rit/FD-*lr"=br' \-E{,1

bhn i, -)L-EL

= b."!nti;?b'h.

S r-a - b\,&'-r-o

16 _ lod2(e2)

#Bt'=bh("'4)-(*)D#}l'F-5"- b##r-*ilE".W

5. , h(nrwri .. l. .2rA7,o) A b@n hae lh6 oro€c eotion shos ,ir F9. P-%o,Cc'nFrle

fia moft€nl of o'€ of ihe sked Po.tion abo,t tha ho"iantol

an+rodor o'i. xo of lte *lire €e,lion. (flole , tt ic e-t'o.. i' 6llq-

€ht df -ol;ole llot th c E€.lte t. laa i^ cr'P'li'q J e n@-

x,itum cheonrg sr"esj.

138 r38

fiO r'(t), la)Ol g . 1i,|,tr...) |t(1\1)!j,(1\(o,).o, - i11

. g -o;7 in .

zW - 1(.)(7,e\ , (t\ @)O.cs)!.t/*.. 72,+ \nl

E.) Two 10 in.- 15.? ti chonnolc orc werded ioge{hdn os €h@n h

fu. P-7:1 . F;d lhe momeni of a"ea of the upre. dhonnel oboulthe ho.;o"lo j @^|rc;uJal oie rro of ihe o{rro ceul,o.

o@ ol roi^- E,e lb - a,ar i^'

2(aaa) 6 - a.+a(e+ rrc) ' +.+r G)e.9t5.67seG1

g- ,.86 i^

f F{s. p-72r. Rela lo Toble vl-z 0. +t? FoPe.+ies of the o.9t6sq b.-te,.!"e cntrcid ot t€ bu,n-up cal,;n

[e(i)r r(E) t 6,8 i.ft] 5 . €^n@!.') r (i4)t.)..,s(.-otu) r s,sGrs)

xa5 " ale.ra1s

t- & 'sa '^ '

enlrcid of lhe buill -up solion €,i,bn €hadn ;rto lobb vn-? ftn lhe popo',tic* of ltc ebrcnls.

tF ' 'E { 4 (o . ' ) , (+ ) j t . B ( . n . . - , . . , ) t . . , , (a* , . ^

| 6.Yo'Y6.r.) i/6dYo.')

27.7.s 5 = 462.4d

J - e,+e in

l:

ll

ri

Page 75: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

7e6.) A riqhi t.io.gle of sldes b\h t6 rololed oboui ondxte

coinoid'ng wiih €i& h lo gerP.ola o righl cl'culo' c'r€ '

IA v ' ? r t . t na -Ar .kb- |Abr l

.,"1'\ 't = '/'rb'h

-,1ij""1*-*" -r-*ion6 l; the 6v.fo<,eio@ E vorume eene€iod b/ rololing o semic,rcle ol.odius . dboul ilq d;m'ie'

, kho u-or'4.^@of horr o,rcreuW _{.{ , r .+

..L v '+/er"'

r"l \ A=2t i L6alh of ("-e- lV - 2 t .2 / k . ' t .

I A - +r.'73e) .sfbw thdl the volure of o Porcboroid i€ eq@l 10 o€-hdll

{ha oiccumecn,brg oyllnden ,1-^., i A.J- l4 ' r \d, A; ' [ " r i ' . 1)a'

+r'.^,' .ft' ?):. ..J.:.th-"%id-/;-L'o. *"i:: #r: #'ft1i"o'.n,.{+" iq +. j,,j""tt_ " - '{;t

. _ ,., _.i- - i . A , 2^bh + ; .+_+

rPi --!PVfFbbdldd = dr ' i A t - *b

= Y r . l i . 4 b h{ 2 3

' t h b Q . h

7e.) Delamlncd {he vdluBe of the cllipsoid of ^€"dluiion qcro€-

l6d q rolotihq oo ellip6e obout o) .,te

mia'a'ic (c"olote ottrpaid)

I b) ik olnon oxis (oblaie etlipsoid . Toke the lo.e{ s@;o'h o. d

\ thu smoll+ semi-or-'s oe b.,7b" ' ' 'Z'

f .q" .G ' ' , )r > . " ' E

140t4l

At=C sba,)- f e"d,'f- okG'-t)"- ut.l", i'"1\

Yepune - st 4-A- "*.:+.+v =;fr"u.

- b/""|d - "% , ""

A4 .bTl l 4421"/f,

n . a b"r

to . '47b . '1 x?o. - 1 - t%". t ' ' o"/6" ( t" -5")

Ai - t"r,'a./ vdqre' l',"/v'(t'':')av_ "t/b,lbr. /%l:,. o ' /b ' [bt-b%$'-b%]

- " * 'F 'Pv - +ro,b

at . a74[+a)1]rcht "

+o'hi - 9

7ro) ,A oille of -a;,3t" t;'" 'r lhe xy prone witb rtc oaltr oio d,6+dn€ o obovc the x-o:is. Royolviig il oboul ih€ xoxiswill gene.ole o doughnul-shope ri.q aoiea a torus, poraeao '. 96al* thon.. Coopule th€ €urlo.e a,b q votume of

,a1) A 6a' ptpe eibow ho6 on inlenot diome+.f, oa 4 in. lAe .odof cu.votu€ of ihe pipei oontrt,re ie ain. F,nd +he inlqnot wl.

v.Atuo x hrrcid rd6io"* +"..*ed . t(4)4 - 6 _ (er' "r/.d;)V = 7€.e6 ih :

Page 76: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

7ar.) n;d lha yol!rc of thc Ephedc,l wedqe fo.ned ,y.rlolidl

lhrough oh ongle of .6' o cemici.ole of rodid r dboul ilc bos€

\/ -"rh, y?r -rv -_rc-

A -ah . ay i . f t aA -

't.,/ '

Iotot Lufh6 ^eo . \:

, 1,,

A'i +r."@.lo.e ole 5 volude 96€^cled br rclot;ngFg. p-7€ th.ough one bolulid. oba/l l6cx.ot;

4 a t s ' n

. v . 2 r . 6 t e . 2 ( 2 1 . s 6 . )'

v . 1 6 6 7 i . t

th\+ ,t a.[f lF t 'rC)(#L,4' ,@ t 2({r;t o"cs..+)

|'fltf, *l t . " t +tt4?, 4, ̂ l+.11,q l21.E6.9 - t32 132

,t-

az. t \ - 1sd e6

! - e't'" -

?i+) The rim of o pulle/ hos lho cros6 s@lion shdh h Fiq. p-74-l

,f. tP.T i:

6odo ar st@t wc;\ehiry aeotb p.. - fi. i**f--t"e }h.{.ishi df the Flm ,

14,n, (., ;1)7 4, a(a\(.L), (!+2\(+- /a)11.e 1 . 18.5

! . 1 . 6 1 i ^ -V . 2 T . ( 1 t r c ) . 1 1 . .

V. o,aess l l 'W . o.ages <asa)W = ztB lb.

t42 143

z,+!) Tl€ oreo con.loined tEiween h^jo ocicenldc €€oioil.cte6of roal l t .s; t t q. ;n. iG .ofor€d obout clr lo: ,s +rn.owou,i \porallel- lo lhe boee diooele.s oF tte eemio,ote*. Co."putJlhe surlooe orco 1,) vot vhe geoeroled bg o complole re,olu-l@n

, l thk' '+)f q ' u,!)t l(Q1 r/-/ taYfa^.d1

16-6oa t ' 1A - a.25to,6oig - 1s.75

. t - 1 a s s ; n .V - 2I . (1.+se 14). 1o,6e.z

246) Dolerdn€ lhc €u"lo@ olg B votume qe@Folcd by o cofrptresul,bn oboul lhe r ori€ ot the €hode, oreo of ptub7is.

t ' o ,n t = ! i n

A - 2r. s.a1. (1, * | F;A , ,V;e)

z+) 6-p"le lh. €u.jo@ o.e \,.i"ffi ge@rcte<) b/ o @mplete@olullon ob,rl tha x or,c of lhe 6hoded ow of prco. ttt

3 -5 .oe , i .

\t .2r. E.os l+.s(dt t/z(c)h.d v@4/+l

v - 779.e2 ;n?

A= 2' g. tangth ol c;N,rtvibina ArcaA- 2v.3.erf a( 'N t e r. ' 6., "; lA = as2.sz i.:

r fo" t6elh

J' , . , rp. , . r" , , - : l t " 6.- , . . - t " . " , , , 5; ; , ( t+\ l yr, . )+ t t )4(6 : t : )a )

19,Be7 E - 7e,,2s

.5 =3'e+ ia.

Page 77: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

7si.) gctenmine tho crntnoid of o hemisplrerc of mdrus n' tc-

hing lhe otis of egmmetng os lhe z oxr€'

$' '"1*f1 ' r

zar) A u.ifo"o wirc is bal in'lo lha shope €ho{n in F€ p-76?

The cleoishl s"4@ols lio in |ho x-z Plo(6' \ thc. e.in l4elh

rnar.a o" o"qtce of 30' wilh the r orjs. The .enic'"culo' s"g-

menls is in thc x-Y Pldne Locdte tho oool€' of sE;'lv af lhe w''c

(e *rrdre)r = r(+)(+)r s(er+@'o)2..s4t = t4r'elo

i -c .5+ in .

;r65€ag " r G\(+)' e6,s6c g =32

g' 1 20+ in '

26,s662' . ( ! ) + e(aetn3a' )

! 26,66.2 - 3+

z - r 2 a h .

7e+) tocote the ce.i- ol g6wiis of o st€ol .ivet hovinq o cg-

I'hd.icol bodg I in in d;onclo. b 2 in long wilh o hcnispr'e"riol

hcod of 1 in ,bdiue. Uso lhe.6ur l o f Prob 7s1

ae) A bodg codsi6+s of o nqht ci.oulo. aonc whoe ba6o i612 h.

\ who€e ollitudo i6 16 in A hole s in. in d,bncle/- h a ;n. de.p

ocq a"iled fiom {ho bose lho o.is of lLe lbl" co'rcidog -/ thc

o.i6 of lhe aoe. Locnle +he (gfroid of lho el volume. Uee lhe

tusuli of P.ob. ,{€.

. " . ^ r . ?t l r ' : - r l - I - - - l

144t45

F/" @.(n)-t (.ft4-17 - \/{.ftdlu*r.o1-[<*t Gy-",1.'2-127 - ++4..2c

i. -11 it. frcm opa

7!6) Dol..ninc tlE hciqht i of lhc cgtindc. mountcd on lheh€mi6ph6.icol bo€e s*'6^n in hb.P-7s6.Eo lhol the conDasileDodg w;lf be h sloblc equilihium on ils bose. flinl: y',e tongos lhe ccnlor of groJlg doos nol lio obovc the I-x plonolh6r€' will ori€f o rcslonhg couptd whon th6 dq ;6 l;ppcd .

r("/h(h/) -\trGfW4a)h' - 2b't

h = r.4l+ fl.

?s,.) Fcpaol Ptub- 7s6 if lho cyl;d"bol porlion of tho bodqin l lq.p-t !6 G raptocad W o r,qhl . t \ t :cot po. l ,o. * i lh o2 ft rodiuG bose q oll'tude h.

A ,\+/

7se) sleel ball ;6 dountod o" l,,p ol o Lrnbor c,rtincre. osshovh in rig. p-zso Sleot woighs +eo b po.or n q timtc. *o,qh,

h " A = +

h - 3 + 6 4 f ! .

1oo lb po. c, ft. D6le..mino lho pos,lion of 'ho ocnlo. ol qovi

lk efh(v) - 4//0f(//@)

w,ra a"rr fv: r (+r", dLJf Gx "yrr"1

wti"bd" - [r (sr^, lyp^)'(ra^" *\(60 tbhf)

Wr = tog.o9 hi

(rc.o2 +te.oa)g = rc.oz(zet /1e) t ta.6s(p x /z)1a5.1 g = 2a6.$

3 = r.es fi frum boso

Page 78: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

Choptor a

Momon{s of lnoilio

t46 r47

So4) D€le.mir€ lh3 rnorEnl of irE.lio of o tdlo.Bte of bose b\ olhiude h wilh rospcd bon o.i. ihrough the oper porollelto the bose . Uce the lrsneG. lcrmulo \ th€, rBarll€ of ilto€ .P(& soz.

l"- bh'/$t = 7r ' Ad' ' bh/r6 | bh/, (zbh)a

' bv?/& t 2brP/s1 - br?/4

60!) Def6.d,he the norcol of inerlio of lhe guoder onljtein FIg. P.8d9 r,lh r€.p€., to th€ g,sn orc6.

tt J- lp.d^

DY*']P1 r- f,-r(4/.dil/r \, . L+/'4p. r. +/.)" +".

j ' i ' r i , ' r '76 ' 1, +1,r, . t .V61r - n../.a

8od Dete.n;B lhe dorenl of in€rtio of the €ed€Fcte,h Fig p-ooq with rB6pc.l io thd q;6n ot€c.

1. -- ! red{.gfy '^"vyaoay

= f, l' /o2 ̂ "+ae=

[ P/* k-,ed.)];1" ./a C a.'ede

. r./a C y. r.coe,6)do , t%re - s^,e/a:. r'/. f(l-o) - k'"ry - qho],7

I' " ar/6I ' ' I " a a

ry.J;l:p'.nbldeal .f t: p'dp.e\-de . ( *+(cs.+aelJi. li ,./, (^,.*ae) - fl+ !: h,e.d de- "/o lc _ aAe]l. e 1e frt-ot - (qstr - ao\1

I/ . trTo

I

Page 79: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

€o7) Sho"v the momenl of ine'tia ofo s€nicircb of rodi'Js r

rr 'IJ

is orira with respecl to o ceo{roidol o)'i6 pomllel lo the dbd'etgn

r-. i , rAd? - rc' . I ' + nr'- /rr-\ '--z --u-'\3{ '

o.921ra ' ir I o 26Lg4(+

i, ' o.\og76ra * ot1ra

€oa) Detcdnir€ tho momenl of rnerl'b fo" lhe qr'roclercircle

sho{n in Fb p-8os wilh respecl to o cenlrorldal X-oxts

#= t " * ( * f01 3t-7r + 0.11147 r1

It = oo549r+ = oo55 14

s€e) Dele.-irE tfc mo6€nl of iner{ro with 'especl

foc lhe o,.e.a e.eb.€d b,/ the s{iPse *hoee e4"olioi " 4 , + , ,,l,lec deler-i"e the@iis ca gyrclio"

4 . * ' ' - " ' - l ' " & 7 d, , - "toV1;

, ' i ,-Jy,d^ =J./.ardyi,. +f,f (otow ) at

Y _bene b= b6'r'e

. dY'b.ae€de e 'e4 - a- '7 /2

\-+f b".ie @/b) (b'- b'"."4) a b co'€- dd

= +fh o'o " a"+<'x"ede- is (' 'r"a ,*n)ca\(, , cx*"")l ae. ab. l / ( t , ex.,e)da

ob, l"' (t - lr(-. ' .66,t de ob" Le ek - 4^'a/s1:

- "6ii-p - ""*761!" = ob'5B./+ o)-6n'?!-5nolol

?,.p- =Y1t14"aiy.r atf "

t , , ' (bZ) ' - b /L

148 149

sla) D6{em,ne the morunt ol ine.lio \ the redius ofg7.otioa,Vrespe.ct to he Y ore, of the oneo cL,l f"om lhe first q"oaront b'{he curue y . +-r! where i \ y ore in in.h6

r - / "Cfd^ t d . rd ,. . t , . t*rd, - f t ' "X"*) a"

rf6r"-,.4)d"

\'La'(A- f/A:+(4t'\e-of - (,-o)'/4

t - 32/s - t2/ /e - 16o- = S*- '+^'frd, .tr'(..")diA 4+t - t'h l-^ -iy<*a :t -ttl

' 8 's / - - - 2+ '6 ' LAinr

t = -(oa) . a >

\ - ("/^)'h

o11.) Dele.mine

:.,t.1W4,V6.h) =f,6ihe mmenl of nealo w/ r€sp€ol lo the x ax,sPoroLlrlo q8o shadn in Fi9.P'€11.

I , -{ faa d^- (a-t \ar ; t -x1" *=x1r"' t / 'G-"/sr ' )d ' t -o/b'r ' .a/b'

. ('6v'- &'(t') ) ati,'[;;1 - "/t('%t .[2,<"-r" [+utfiuoll

. 1r. oF/" - ob% - "b%"(s-e) . 2ob/ase.2) De+smt^e the I/ O. the €hadeJ pa@Wrttc otta of fig.p-o11.

rf ' l , .dA

L l - \ t ' b l 4 o d t

'f, ott cu o,.fo/.a rt,y'n!- (26\o/1") (o_ o),h. z/, (b/.td)G,e)

'r./ - (E.Ydb) - 2osbl

Page 80: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

8'lo) A rEologle 'e 3in. h5in. Do€nnina *tr poLcn rtrnanl

of irF,r.tio \ firc mdiue of gTroiion *,lh r*gccl lo o poldr Q(i'

throvgh ona dner

l- r,=!, rAdr-f/,///) t. - Iv+Ad''V,/)

,|'*l +.('xe)t ' ar6 n1P 1 2

I/ - qFf + 6(!)( 5F ' sa inl

- 216+9+ -270in1

^ . F 6 . - , @ f f i - 3 . 6 a i nsrz) Deteffine +hc .romcnl of ins"l,;, \ rod,us of g/rat'bn wrth

reepeci too poloc ceolrodol oxrs of lhe o.gss eclion ofo l'rol_

lo, lubs who€d ou{sde dio.nols i6 6 in q ln.ide diomele' it'+1

@;f. ,.,,::;f"it*A'v+Q.'-df)

.t/+(eo-+;) i - t/zGa'-t)

A.]E,r1\n J - r/2(ta-aa) - 1o2i 'n.a

* ' 6 - - @Fn

=zss ' ^ '

8rs) A hollo{ squorE o.l,€6 6a.}'on cdltsist6 oF oo 8in squarc

fro.n rhich i5 Eubt.oct€a o con -nl-1.c,J,lll PlcrB cqlat'e 4inbf'+'r'

F;^d llp @. na.neal of inerf ;o ,\ the @a" rodius of grrclion

*ilh reEpeol lo o z oi,6 Po*iig lhrpugh one of lho q4e'ile oomers

1" = i r,^d'

Ii, -gg!* 6(o)(+t = r?65 rthlr, - iZq)". e(exat= rsee 33 in:l

I .Ix. llr, = 13es.a3

I.^. 4G)' + 4(i?rjF 272.33i^+

r; - .-a-f * +G)u+")' = 27733 n', . 7

r\34s,93. 2730.66 ir.1

^'w-' Jvn

K : 6,73 in .

Jz " 7rttlv. = at,g +zttA "ss+,ee'n1

h 'J.-Jz - 2730,6c-5!ta,6c '21'6n1

150 l6 l

6i9) DaLrrnine the monE 'l of ir€plio cf lhe T- 6eolion shdMi^ Fb.p'8@ d/ (f,,rc'i +o 'lc cenlddol oxi.

s7 . L(6X2r1) t .<o)<i)

i' - 4Ol | ,(6X..'r'4&f ,z<ox..!).

1, - 2so,6, in!

82o) Oelcmine the rrc nenl 6,f irrorlio of thc oreo etrorn in

nI I

rr ---f

li.r@Ya).3an'.

Ar = 6( l ) r {2(r ) t€(r ) = !o in?

et - 4z(i.)(o,e) + 12(1)(1) | 66Jh3.r)

i, = a{;)' * r2G)t'.z)a + ilgt + i6)(1.o'),

+ jgf I c61.s),

t,, _ ess.e inj\ '!4t t !9t + kE - rca in!

12 12 l2

e21.) F;M |te dD.nenl af, irerlio oboui lh€ irdica+ed x oricfon the shoaed orEo sho{n in Fig.p-62r. \

I i . i x r ^ d ?

r" '+9". 06oX5)" ' 2er,6 67 i'!

_, I'" . o,l (+la r n1+f(o' 1g))2 . oao.sz nl

- - - f -

e24 F,nd |he <lJnlra,dols'ha*n ;. Fig.P'922.

2666,az - trco.6a . 90c11 in1morcnls c,f ine.lia of lhe lrapczzid

^t .tut6)(6/z) - 72 na

i' -lgf , 'rzcaxoxo.Sz + eg3+ 6&)(a,s)'

t " = 19g ; . '

Page 81: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

lil$i.iiHfii

iliiiII

i

8zd An aquiloh'ol t iongle hos ile bqso b ho''tonlol- srx

thai ltp centcot&l rornenl cf ire"lir x'lh 'espocl tot'o'i-

h.JE-(&Y - ds6hi,. b(ae6bf - ru+.lo-'ba

,'449', " ryrtwf = +eo+''rieb+

oea) C.actprtr- lt'e n'a'srl of rls-lb *ilh reepcci roan ox;e

pascir€ fh'ough i*o opPo€ilc o?crcs cf o .q'W tetqrl

6 s;de o.o-- aao/6 - G.,. e.o- b/o

tq?o -@cVt b-,y'2<a)

Y.E :6hvhui\y!x\11!\irz h - a L / 2

t - of* (ott/z)7z +

7b. ,z.sG)t r n-t(.)(a)2 , s@i^'

l'.- 12sG)a I y. (i2"61(6t(vt.6f - 22!. i,f.

,4p;sqon,tfJ+42

r- dr ' th t oa!a/* -sj 'o+

ezd Caipule lhe morrp-nl of ire.t;a of lhcroh.b,.l;n ruo-

torqb €t'osr n FiT.P-Bzs oboul the x a''.- lo whrbh rl is

;nctird d 61 @sb-o . sn41/s- Hinl: R66o[,e the ffgur€hlo porl6 A,B. lq C.

\-; ' f tu\$r1=ph"'-v" ":."';,1,,-^'\/smi.fi' = 12.5 h.

cos 25.e7' . h,/A

h=c. .36-sr(1J ' t=61n.

t52 163

ib- 12.5GP I h(i2,5J&)(6 t 1b.6)2 - 2a7s in!

i1 - L^r i ," .7 'c - 2ar6 +22s+ g& - 3coo ir i :

er25.) lt|c cross seclon strown h. Fig.P-o26 i6 thoi ofo 6ttuEf maobcr Nr'"wn os a z Eeclior,. Dctermine the yaluas

L - e(i. 'aa') i- a/+G.f ,l:..o/af F 'G,/+\(a..8)'I2_T- -"1-

7, = z(1' + ̂ d')- lerfut t t*,!Pt + a/ae.s)(1't$ '72

ir ' rs-+r in_aA'+5(vd+f35(a4)'12 " 8.62s \n?

o2z) Thc bull up selion ct|or,/n v\ Fig. P-s27 is conwsd ol

fio Ar6ri in- dgle€ .i',elod lo o l2)r1in. web pldle. DeLmifttthe rnarEni of inc.lid vrith rospc.l to ihc cenlroidol X orie.

Ar-f.(r)is(rt2+r2(.r) " 3s in:

a$1 - i2ttk) rle6r0t.e) t s(1)(s,5il2| = I .s f n .

f$ax.szl'Jz ,l.r?' | 1GJ@'a1)'-l2

b. a1€;'c+n.1

U.ins Tobla vllFz Propc.ti6. of St.rralral Seoli.ie

o ' r . " r ' : i , - r 6 . a h a ' i - i . 6 E ' n . i A . r 3 ' n :

i, = l39E I r.<i)Qc,)'z ,lt6.o + 11h3e)if 2&

1' . :z.6.s, mla29.) l*o Qnt. ra7 tb ch.I1(fili arc lallic.-d logdhc. lo forrnllE 6cclt:cr €hom i^ F;q.p-s2a. Del"-r,^ir.€ how for oporl lhcchonrefs shajd & plc,<pd a oe to more L eguol tolv fo"thc eccfri:n. (liosl6t lhc lollicc bo.s which ore rirdicalcd b/lhe doeh€d linee .)

I ! .=( t +Ad' )= 1G2\t rr2(1YLsll I-T

o f L \ I r .

Page 82: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

irir!

i

Flld Tobla vrrl_z

Prqc. of slrucluEl A.olys;s

GEher S,ze Areo i, L t te'2on 6ot 12s13,9o:r o

I x ' f i A d '

L -(12a.tr2

1, "fes t aa@/a + ot)'f zi " = i ,€a.rfal -\.[s.s +sos (d/z . o.r)'f

d? 1 ,co tn

a2s.) Del..r.'it-F- fhe dslonce d ol whrch the two s in. tsin. r€c-tongr4 shown n t iqP-s2s should be spaced sol |E/, i , -T,.

I , , -t ' .Ad. r [39! , '<a>@)12 . i ,

L-Lt^d. l f63t! aG)@/211,s)' f z - i ,

i, . i, ; [:-<er'' oj ', -[QG)" + s^@h t t|)'f\

t2o = 1B | 2a<d/2 t1,r),

d '1.29 i '

83o.) TIE aho.l tege of fou" 6 b./ 1br./2 i^. ongles orc <.nnecledlo o *b plole P h io by sl6n. to fo.rn thc plole 8t ongle si.doFEha6 ,n Fig P-e3o Chpdtc rho o,ue of i,.

i'12'..

i" ' 5/'6.k3 sf .l s15., e<."t<,t,sfl+ ,To.5(!.e)! r 0.6(r.5)cc.Ef la

1'-tur*;TU6hq Toble vnl-Z p'ope.iie9 of clruclutul soct'bn€6 t4/ t/. i A@ _ 4rE inl

i , . o . a ' n ' t n i r 1 z + ' a + : t . d e e ' \ t " 1 . e e i ri, ' [e,: t+,rs(r.oo'.J+ !{'/1GGzs)')/12i, ' zaa.as tn?

€€r,) A plale x\ odgle coluhn \c conpoed ofou.ebr46/l in-on9le6 w,lh lhe sho.l l€gs connccled lo o web plof€ 1a in by 1:.plu6 two flongs plo{es coch {g;n W 2r.;n.E 6lb*^ in Fia.p,gsi.

154

Dclo.minc lho voluog of

i, - 19?a +lel;49-" ' | $A.zs\(e.tsl'f z '

- leii;I. 6Gtd,.*ry ,FS8, .(,)(. E)l a

t, . t$tt1, tz,z-g4atlz +ILQ]E + rax+.rl+t l<P+ B(rX,)._l,r

17 - *te.ee th-tU6ihg Tobb v r-. P.opc.ia. of sh,,ctu.ol s&tion€

s;{'i" : A'€o . fi ,i1 ii, = 11:6 F tlr. 6s.6 ina j r. 3,aE i. \i.. i.os i.t"'fit*llJla tla1.6 | nG.2)Ia +k6?.25)z)lz | .ts(2.26)(s."1e)e72

i, - 7661,ag-n!i, - f*G>iJy'z t fcec t tG'r"'l+ ,E z.reOB)aU| @)

1t ' 3oz1.1in!a3?.) D€lc.miie thc cdnt.oidol homenls of iicFtio of lfre bJrll *

up colurnn seclion sho{n in Fig p-6a2.Il ii cd p$d of {wo ro',r'ptotc5 nvcled lo f,o 121^ 2o;1tb clbn]dla.

F.Drn Tobte vttF? Prcpcrltc. dsi.!,cluml eation6

12'-47tb ! ANo - c.o3tr'. )1,.r2s1,1 r " 3 e i n J ' t . o q t . o T l n

-* 7' -Q.1(2) tW+ $d(6.s)'.f 2'!:'""o 1^ . $1o.s ,n

t, {.e,".ozO,fJz ,l<{l z11 ' 9s5's7 in:

siri) Fou.Z be.. eoch hovi.q ihe 6i2c \ p.opc.{i€s dclcmined lnprrb.026, o.€ nivot.d bo t2by 1in. plole to Ontr the scolionshown in FrS. p -433. Oeiemine th€ c€nlroidol mornenls of rnertio_

t, " (#P,ta?EE' uaG.'r(1.2g)271 '

l2E{?t!X | 4.4/d(s.625)'1" ,1_#d ,3/+(..syn)zl+

L . 12sr.3E i^l

\ = .24)x tr3.slt:/a.t3 | 3..(s/iG.61')zf +t ls#EJJ, !/. (* i) (+,)'1., | *ga,'

l

l

I

1

Page 83: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

l

I z /1(e.sJ(612d' l+ - i r - ss1.6 in:

ar4.) n rcin.larlb chonncl is Yicldcd 1o lhe loP of o 14wF 34

beam oc sharzi rn Fis.p-$+.T!c *ide flohqe beom fros on a'cr-

ofl hcigh'l of r+i.. onofto ol nqt in?. \1, of 339'2 ini Conpule

7 q the nodrenl of rirertio obo.,l lfr ccnlrpidal x oxrs '

Fi@ Ioble vDr-a pEpe.hee ol s1.lEluml &cli

ro'-re,!lb l,r wF

Arco.4.4zt^L h- 14rn-

1,=6c,6n1U-l./'a.1inl ArEo'loino

i

Ar '1or41t - 1147ir '

Far, ' 1o(1) + a +7(13 6)

t ' g o + i ^1, - z.a + +.+z(+ ce)t t ae2 t 1o(2a4)2

ar = a6.dt ;na

s35) T*o {oin re.3lb chonsls o.€ @lded iogelt€r oe 6hoxn in FB.

P-€3s. Cornpute tlle olucs of l' 6. o.ranqen'en+s6) \(b) Eoch

ctrnnel wcb ia.6za in. lhichF.or. Toblc Vlll-2 ro'_'i5,3lt)

Afto ' a a' ' .2 )1r ' 2.na t^J, = 66.9i .at - o.6a;^. \7 " o

N7 -zAr - 14r(2)7 - aa7(e)r a a'(e 6)

7 ' 7 3 \ ^1r = 66.s + 44] A.3) ' +23|aa7(2.1)2

7r ' 116'4 ia

2(44a)7 = 4.4"(s) | 4.+1(a.6a)

t - 7.82 \^

i, - ea.e + +.+z(z aaz t 23 1 a +1(2 e2)2

I" = ro9 in1

o6],) gl u6ths lhe +onefer ardulo q the .cEult ol prcb. sqde-

tcrrnine the morcnl ol inc"iio ofo homoqencous .ighl circu -

lclr c-/liadcr obcut on o'i6 lhroosh on elemeni on ifs e,Jrf;ce.'lhe

cyl,nder hoc o.noss M \ o rod'ue r

r

t57

I = ./z Mr.

&5) By leinq fhe lmnsfitr lormulo g. ihs ree,rll of prob 862'

dcld.minc the momenl ofincrtio ofo homogeneare spherc of

mos€ M \ rodius . $lh rcspeo+ lo o lo'rgeoll . f i r a t t t ' d a

7 ' 7/e rkL

e66.) W 'JEinl tlie l.onsfc. forflulo \ the resull ol Prcb s63. de-te.diie the rnomenl ofinerlio ofo rod wllh r€specl loonoli€through lhe cenler of goviiy peependiculor 1o the .od

F--- I = , h M L 2

t - i ! t4d2

hML' . - - i 4 r ,4 (L t . )z

i-r]!t

ase) By usinq the tronslb. lormulo h ihe resuli oa prob s6l'dc-

ierhine ihe monenl of inerfio of {fe rectongulor ponallelepiped

stlown in Fiq. a-2e wiih @cpccl lo o aedion lme oflhe z face-lo.c l\c d€d'oa li.c poro.bl lo the ,i orig

.' _ Mb, I cz)(r12) +M1chf= 1/12 VG' I c.) r 1/a vc.

I = Uz t^(b. r 4c'z)

s6e) Dcle;ine {he md"Enl of 'her'iio of the |^%tohgulor po.ellel-

eop€d chodr in Fi9.P_€6s o. F,9 s_29 w]{h lesp€cl to o^ or,e [email protected]

6e slP r.rolbl lo lhe Yorisr " M6, 1 Mdz = r1, M(o.i.,) t M<o/2), | (c/r),

. u, M(o,+c"\ + Mlr@. I c/.f:]'- U, M(o"&') | M(o7a + cYa)

r - % M(o'&'1)

Page 84: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

gr2) DclcFmina lh6 rno.r'cnl ol inortio o{'o holbw 6t.ol cyliwith rcEpert b ils georneiric orie. Tho 6yl'hde. i6 r{1 long q hoc

on wlddo dioaelcr of sfl q on in6ide diomeler ol2fl. 9lcclv/ebh6 ato lb p€r fli

v.r(i.!'-i')(r) - 3.e2t ll!w -.9orblfl. (v)

-qob4 Gs27 X,

M " I Vv,'rRrh - mi -brR'h

Vr -lfrrh - ftr = lrr'h

w - 1924.23 lb

r. /z M (R' rrr) . tu\*e)ltt sf ' <,11

' I - g z n l l t b - s c c '

s7r) By ugrng +hc melhod d,icuc.cd in pr€b. sTor delc.hii€ lhenloli€nt of ir€rlia, with r€spsct lo lhe qeordc|c oxie , olo c./li/]-d6. of mdia. R liom lhich is d.ille, o conoenl.ic hole ol ra-diuc r. Oer.ole lhe n a6s of the rca,l+i.g hollo./ cyliaCc. by M '\ +he r''as€ porunil volqme by Y.

t,r \q mi for th, cvl'ndar(. \ .n ',.' -, ro. n r'4"\'P-" r"'a "o'

M-dv -e'

t - Yrlm, f -mcr']

M-Erh(R'-.i) : r', fErR'h(C) -Irr"h ('.'!. ,t b,rh I Ra _r.]

, = Y2 Erh <R'-r'\(?'+r')' ' \/ |M(e'+r',

elO A 6b.dcr rcd 6{1 long n lolcs about on o>,rg perpendictoil ot o@rnt z ft . lrwn one end . 'Ihe rod y.€i9h6 !alb. C.oinpul€thc mor.'€.{ of rne,.tio obou{ lfrc orie of rololion.

F.+'+-! --,1F d-Ktb. i . y ' r , MLt

uz(%ez z)(e') +(ao/zz z\(1llJ " +.97 ft -lb-s..'

€7s.) For o houo* cost-iron sfifi. ol 2p in oulsdc dio.ncle"\16 in inside diornete.. 6smpule fhc morr,enl of incdio q lherodiu€ ol g./.otrbn w,lh rl:6pocl lo o drbrnct€l.. Co€l tronv.ebh6 .€o lb per cu.{l.

6iven: tr6.2O'.'. R=1oin. w - aso b/llap; .16". . . y, . g in

158 159

u'%F:9I * .l.,a" n.,.N . 4e tb/frd (tra1 ,O = rrr2,as tb

f - Ma"=va@zgs)l@fiX

a2.2 | t42) J

I . 6.2 f1-lb-s6c.

K- wfr- 162 (111)(22,2 )

' R ? Z t s i n .

e7s) O€lc.m;ne lhc rronEnl ol inc.lto of lhc coct -iro.r fty*frect5t!6^n in Frir. P-o7s wilh rqepocl lo thc oxie of mlolion. Thehoe sir elliptr'oal spokc6, 3ra il |n crosg gection .,vhich mo7 be on-Erd6.ed os €l€Fdo. nodr. O6l iron v..rghe .tso tb pcrcu.fl.

w.-Er(R!-r .)L j r imwh =Er(R.-r ' ) ! r hubWs . drobL ; ftf, on€ epotesxf Qgla(v.-ze.) tz = tlss.ge tb.

r'tb .8gE(s2 -2a) I . .'\-aatb.

.

ij

ilII

I

w3 . G94f.(r.5X2)(23) = 56..4e lb.1725

L = y2 rn(t . tra)- * (aaze,hz. z)[*' + z d)l*)

1. = 2a6.9 l1-v>-sa.2Ih -12 M(e.|r . )

- Y2(32 ah2.z)l(s\ 2'Y 1allh = a+29e fl-lb-seca

I s - n ( l r M d ' )"^(! / , .Mr ' + Md.\" e lt^ z(sc,. +s7t z. z)(ttTrrf + @ a.+y32.zl @,e1Q' f

I5 = €,n fl-lb-eeci

' 2O6.e + o+29e1 a3,11.I * 230.3+ fl,lb _5€c2

Page 85: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

Cl' 'opIar 10

Rcc{ilincor Tron€lolion

160 l6 t

roor) O'j a ccntoin slrctch of .trsch, tr.ihs cun oi oomoh. HorfoF boch 01- o €toppcd l.on shoutd o qo.ninq taryado ba r,tog,Jlo cignol on on coming t.oin ? Assurno thot lho brakes o.o oD-pliod ol once \ Etord thc lroih ot tho unilbrm rola ol'efl poreool

\I' W " 2ae , to - @}EBg- eslvsc.

-Ee'. -2(2)s

s = 1936 fl o. 0.367 mi .lhrewn vorlicoll/ upwo.d q rctums to oo.lh ilils niiiol vobolly q how high dij it qo?

\o. -e.a1(10) - ee,1 n/s

-vo - -32.174(1o) = 321.14 f1/ss-r rgIa = hb.s1\Qo) ' - 4o6.sm. ts - '/e gI' " h G2!7a)(1a)2 - $oe:t fl .

rcoa.) A boll i€ d.oppcd lrorn tho top ofo lowor soft high otsomo ihsionl ihot o socond boll i€ lhmwn upwo.d i..om +ho qr€wilh on inilbl voloolty of .ao fl/scc. whon \ Whor€ cb {hcy poss,g- with whol .6lolivo v6loo+y ?

!. vo.t , Jrqf - aI-h(rz.a)t ' . - . . -O

h - 6o-t6rt . - -@

8o - Jb'r{ = aoI - y2 ba,2r{"

h= €0-{€.1(2)4 . 15 '6 f rcn lho bodoms'= 60-15.6 - 6aa fls ihe top

vh = ao - 32-. (2) = - z+.< f\/"oovf1 - 3a.2Q) - c+.+ (t/.e,

Y " d4.4 - 24.+ - 1o fl/soc.

rIrl

Page 86: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

rG) A dds ; l'.r,rp6d do'i| o riol \ 5d: loio' |lb 6oud

of $E splocf ; L.rd |f $r olottfr d soro ''G

r@ eI wt'6..' '

*|ul j. lho d@lh d lta"/G[ ?

ti = fi.c trtrbdorl3 bdlfPod

t^-t _ ud G. i{'odtd lobo hcotdiE Gdtd d =!st-

Crn.=r-- a=fg6 a=:F,,o(s-h)-@d'h(!,''dh'

dr(s ta) : rGr t t

@-flrolr'rjuiErSd-L E+ rd' d \- as66&

d= i6r({ €er5)'- as.3l ll.

i.d ffrT@l g.&- |6 if ftlosd'rd of, |lb +b6h ''€

lE'd dfid'

6- rro(+-r.) ---@

a&4trtdt r lor:

l@(+-ln-, - r64t '

,rrao - tnzol. _ re-r lt'

E' q.E*44i6 trq \= -b 1lF ..e r@ qDl \ -47 € / ' '

' , a

d= r."tb$a)2 = 23r-6. [1-

16r) A slFn o'uppoa Gbn o ood;io bo$dr at on oredftdr of

,* il L* ."*"r' !.r'Xd ofaltla'€16€ ic F'dl66tad 'dl;@[Y uP

rod 6@ 116 $o nd *-$i Jc&rdi'IY of 24€ ft Pr e' lf g-k ez

fl F €'" -fcn" \".se"6 *i$ ilio6la@6s F* "-*' dto'

\b . = zaa|@n-l"er.fi

" rd6-h = Jt (")t'

g-zen^!-.' h- $'a-raL' -'"-@

i- *' n-**t'L. h- 8 st|'X- v'(a47(r 42

i-z't ;rc h. w au"lvp h= 24'6t 4t* -1&r'r6F;t- '+- '-@

tw *{= z+at aa. $ta raL ca

€6o, = sr21*.'5s6- ;h=rd6o t6(5)a = @ ll.

d'12 dt i ' Y,(6L2)\ '

l6s 163

ioo€) A stono is lh.orn vorlicolly upwo.d flh iho qmund wilho voloc'l) of +s r fl par soc. Ono eo<.nd totd. oortor stmo ielhro{a v6rt,@lly Dpdond wilh o v6tocit/ of e6.6 fl ponso". Howfo. obovo fr6m lho grcund will €tooo bo of thosono l6vot 2

L. tioo f6. tho ict€tooo ae.3t-pi/. 12}.dl,!6.da ' n21t r - !,8 fb. tL 2".t etdt 112.7 = 6.'' L

tA. lho 1.1 sl@o L - ra soa.

h = +€.i (1,+) - j 6.1 (1 .a) ?

h = i6 -o6a f l

h- a.3t - 12G2.2)r,h ' 1 s . B t - { 6 . r t z , - @

h' s6,411) - rc,.1(t 1)'h ' 96.6t -96.6 -16.1t . t 32.21-16.1

h ' M 6 . a L - M n L a , n 2 . 7 - . . - @

iooe.) A bon i< shol vcriicolty rnlo tho oir oI o lataoi+y ol 1s3,2ft wr 6@ Aflor +3cc, orciho. botl i6 6hdl yo.t,oolt/ tdto tho d1.Whol lnilrol yoloo,ty mlet |ho 2nd bdi havo ia ordo. to nool lhofirEt boll i66.+ ft tlon tho grcund i

3e6.4. \a (s}s+,4) , 16 1 ( e.4r4-4)2'Ja . $e . 6e fl /eac

too. Y,6a,e) Ot.na - L')"2<n. 1.1\(n.f tb)z z(zf tat) - t , " l

87 qlodbf;c L. 1?.$e 6a. 212.. +7s6.1e s* asr, a %j I, 2

9 ' . D : 4 s 5 6 " s a s s s 4 s t , 1 1 6 1 t i "

t ' 1 4 + 6 d d s / q u o d m l i a r N g a \ , 1 , 8 , e 6 6 . . .

t - Limo li)r fhc rsl boilt-a = l,mo Ln tho 2.d bolJ

3*.+. 153,2 t 16,1L2

Ey luodtutic Et t = sa6+ b..l - 2,sj6 s.a

p1a) A sto.a ]E thrr*n vr.licolly up f.!n +ho gtu"nd wrlh ovolo_o;,ly ol ta>'|/ea tlow tonq musl 6o *dtt boFo.c drcps^q o sncslono [@ ]ho lap .f o 6cr, ld*e. ,f ]ho rwo sro^oc orc ro possooch olhor 2oo tl fmm tho top of tho io*cr :

Page 87: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

.o11) /, Ehip boj^g louirhcd €lido€ down tho wo96 wtlh o con€ianloccolorclion .51rc lakos e €oo lo clido jho i"sl fooi. How long wisho tok! to €lido down tho v.o'le rl th;. longth i6 62E fl.,

roir.) An ollomob'l sto.t,;g f"om .6i spa.ns up to aoll pcrwnh o conslont o.a.la@lta^ al atl pa. s&,, tuns al ihis €pcod

c. I f l whon t . e 6- .s - '/e gL< - 12 ot2t . r z a G ) 2

.t o- o.o.12s fl/sq:

Foqtl , rcr. €p6d in hfh

\ distaooe tm€t o.tlhi6 lop apaad

ta- i . i

Gr-| - '/a (oa\%)(r2)

I - 2aasac n 3hi^ ,2aeaa.

n-u/'. o1, - v1 - etr

-v{ = -6t,

s'=vlta- 12 @r,.Sr .S . r9e - o , 5 h i i e

26tu - ry', vfL. +,tt\ - t4

o t;mo, L finol/ cdno. ld rc.si w'ith o docclorotion of sl\ por a:1E tho latot d;sloocE {raolcd i6 looo ft, fhd }hc lolol tima rcqU.oivon: vo =o soth:

d-.1V.2 \-en/e o' Bnl''::;"';:. ffi*ffiG+

o-.sft/sa vf-v, - ati40 -4 \ - t 4 - 1Ds@

ro4) A t.oin trovot. botwooh lwo €tot,b€ th nite od.r+ i^omlhihum iimo ofa6cc lf the trcin oc,elo^oloe !.t do&toE+o6ora fl pa. 6@" , slo.l froi rc61 oi ihc rai olalion ,\ ooming to o siopd It 2d elol;oq,wta, ;6 its morihum cpoed ;n mph / How ldngdoo6 ri iroyol o1 ihi6 fop 6pc€d ?6iven: d- ,/z h le a"ofl/.' sathl

tt - al eoc

Rrrid: tolot I;nc q- Y, 6)dq.- 26(r... ,t - s./ra _ s. . .aot,

v f _ v 6 ' _ o t 5- - { 0 - - 5 t e * + e - 6 e e

s!= a.l!,- v,6(6y = $oft .

i 9 + S 4 i S : * 1 e b

2tb I s. t 16o - ter * s2. e44 €+cao.4o t ,z -+ ,2=16e@.

T i - i j + t " + t r - 1 t t , 1 6 t 6 = 3 + s e .

164 166

4646 = rl (41-!L)

q, quodm{ic fomulo you eo{ vf - ,ao H/.b,, el - 66 4/s

rea ar go+ sa l1/186 fl/,$ " ElgsC " -4j19. ' eo -ph

2cao = avt vt'a

10rc) nb ou.iotubile mo.ng di o coneionf vclooily of +s fl ponccc po6€as o go6olrn€ .6lotion .

'lwo ea<.ds tqra, ohotho. oulo_

r l,i{e leavc€ }ho gosoli"" slotrbn ( occolomros ot thc congldnlnaio of eft ponsocz. tlow eoon w l iho c.cond ouror,obitc do._

6i$n I y1. +6f i /s €oth: \1=d/ t - 4st=d *aa ' 6 f t / s ' d - t / z o ( r 2 ) , * @

R.4A: tina atL - ,/a (G)(n ,+rr+)

ts t - ta _A ta19t . +,2 +,+

L4 1si t+ -o s / {uoarc} , ;t - r0,7e socI, " Biq _z = 16,1s 6ao .

1o!e) lhe not ion o{ o po, { ,o te ,c g ivon b/ tnc cquol ;o^ s.2t+_1'r 2l' wncr s € r. foci L t [email protected] (,onsaa iha "or,ee of v \Go

C ) r 6 t s - 2 t a - L % t 2 1 2 s . f t 1 ] d L " v = B t r - + r a tl 'ze"o oL

Roqa: vx\o \ t" 0/ ,6- eg: + +e) =zon/e

aL= o - , + t -+ ,4

a 'a+G)" - zJp-++ - ser+7"oto2o.)- A po.}]eb m6/c6 in o 6troigh+ hno ocoording to ihc tow6= t" - 1oi wham .thc€ ic i. f1 &-t in 6cconae.(o)Whon t-seocs,oomputc tho volocily.(b) fdrd rhc ovo. vctoot|/ du.ing +ho athso@ads. (c) wrE , rf,c po.i;ole ogain .._os to .e6t, wh;t is

-,te

6 ' v o n : . g - t 3 - . t o t R . q a : o ) v o l . b ) o v o v o t . , (c) oocorcrctio^

Page 88: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

s o l h : ! 9 - v - 3 t ' - a odt = ts(5) ,_ao-e5t i

b )

c ) v = 3 t ' z - , + o 4 ! = o ' 6 t

- - 6 G 6 5 ' ) ' 2 1 s | f l / s c ' c 2

o = slz - 40 ot

| = 3 6 s 1 s d )

$22) Chc.A tho ore{oFG to lll!6 Prob io18 b/ the followrng nrc

thod r r ' ; , le on c lprccs ion rc lo l ;nq ' b- 'J '$ bv ouccoesi 'c

aifforcntiotion "n". ,n"v '1u' x|tfiFiV v- oa -ao^/Jfle +

h.'t^7,!1,57r3 conpu+e vB e- oa frth rhoso r€lohonc

lon Fr- - -'t6/./^ .ginc. vs ts doMwondVs = -v^{on+

xo+ho= zo ; | = { 'z; f + h_Y @

. = v " ( " a + h " \ r " 1 z , 4 t \ - 4 tdI , .tl

d:,=v^ -dr = vB$ =v" ip1e.- o"

whd'o s G in Fot *.v in foct P."f l por *r Flnd lho s-t ,v-t , 9\ o-t

t = o ; s ' o ; v ' 3FEgrd I s-t , v-[ ,qo-t

s==lo.s - *e:s,!eaE - z6,oo'e de

- y<\./;6. +r,a B6r)

* ##"& ri$ .iffi '/{(Hh{rt-q 6 = x d ^ t h " V a , ?

'.F1iz .{G1na"'/e -ts 6dYf4*e" = 6t1/.o" = le (iyJ-+,a' ,[ o" (o'\ ' /( ' tT,,x)" = 6c7 tt/s2

'd? iJ l l lo rcc l l l lnoo- , ' t : t 'o" o l o pai t 'c 'o F at 'aqb/ - ' ' te-e

€c.rhd. V\4pn t ro, seo\v'3

s r 9 - v - + ! ' = . l s r e _n9

166167

Aa -socad6- + 1'c -t 'r fe**r-ol

c" =&'-g)"

t v & = d e -.te -aE

- I ' | lE ,+ i l = t " c

t = t . ! {4t9 }qui _ ' = - 3 l t

r=€"+c"=l@-r"

e l l a = t * a - k

s , = z l 3 + _ L + 3 s = a t r z + r= 3

us = c(r9(tf +'t.s= r( .v)3 1r

x{-3 5 $ ! L + t

}rf(ts-r).{r = v{

rota Th6 .,olocilt ofo pd*kJa $odg olo'rq lt|o t 0'66 is do-

fii*d i"r=tt-+'2+6x $*Eo v'16 r f@l p6.6€6dtd \t( -13;

fcol- Cs'p,Xo li|o vd,6 of lho ooc'lcralm4 $tEd x:zfl'

d.a'. f-r"-4'+6r s.ilir: ,t=ei'-44ff + 6(.)r=a ,t= +Ftlw

Fsid: o vdv = adr

o =ydt/at

d Y d r - 3 " - a r + 6d{y'at __ zo = +<z) = a ftfe.

$-ti) Th6.4[ln of o Fr{rclo-re .!cfr6d hv l+6 '!nati.t! o-4t.

*}{,.a o is h fI ptq>a h t h 6.cor*- nl G Frse l*8t s-rll

\ v= z'pd"..c *ho t - t €6t' D6lctrlr|o +/r'D tulolirs*s bofrrc..r

{ \ i "s\ t ,Yr-6

.9 - | V- ' t - t

RoqA : Y-i, 6 i, v-<

s)tk: 6{/4L - 4' , t =4 : , c ' ' L2 ta

c=oril tL'1

' !=21- ' -L-{ i }G

- s = 2 f + c

1=z! ) :+c

Page 89: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

6 i " o n - o ' - e 7 s "

L ! 1 . C . 4 , v - 4

Rcid : ! r, s-1,,Y-.,!,olh,, ods =,tdv

\dv - - s/sz ds'r4l - ::As\ +c

y . - 1 5 s - . + c1 l s - . + k v . 2 . : c = o

s _ ta/].

1026)-lha holio. of q po"licle'r. g6vax'ad t't tho oquotic., o'-s+'{hcro o i6in f@l Ftsa>" ksiEinfcot.Yv}ant=rsco,s-af l t \t=a11 pa'acc. Dolodnino lho rclol ;on botwc€n v\t ,G\t ,v\s.

\- 4/- - nt-

+t - 29Y rc+ = "'/' (*)'/" 'c

at = 2h s 'e t(-1h)1 2 t - 2 c ! 4 - +

Qt' = 2 (t%)e/'1 -a

P T = Q A - +

1o27.) Iho ̂ al ;o^ ofo porl tolo 'E l j taa bya=avvz,*no<coieinl lpor ecc" k v ic h ft po.6oc Whcn t j6 za.o, €=6 (y -o. F,hd lh€rololioo! batwcon v kt, s&, t, v\s-

R q A . I I , s - L r - s , f c ' 6 r < t - - o . ' . c . 6s o t n t d % L = 6 ' t ' / " 5 = + | : + a = : t 3 r e

du/clv - dtair,y,. " aat n -. '(rl ')" , ea ' , t v z - 6 t t o ' s = { y a " c

i f t . o \ v - o - ' . c . o E @

z v r t - a l g s = v e a + s +

t, . '1!/a

1o2b) tha rnaliatl al o porlplo i6 qoranad b7 lho "clolia", a.+1".

whor \o a r ,€ in f l /e , i ( t ' 16 in 6€0. Whon I \ . zc ro , \ "211. /s ! ^s=afcc f .

ftho lhc "ot"cc of v q\q whon I ?ecc

dtia . eL2-e - 9 l ' + c

2 - 4 8 : & - a - e : . v = t \ l t 23

v= ah(e)1'2 = p.zt fL/sR e q i r : v k s w h o n t . ? d s h L = + t Z + 2 . ' . s = 4 t + Z e t z t 1 4S o t a I d u / d L . + t 2 s - + r h z + 2 I t c e - a e ) % e r e e ) + +

\ / = + t 7 . r c i f L . o \ E . 4 ; c = 4

168 169

lo93) rron +hc v't cu.v6 in f ig- p-1.E3. dctarninc lhe d\€lotyol.olalad in a 6ock, olso la66cc. Aleo skolch ihe o-l &, 6-icurvo6 opproximolely lo .scalo.

Vr ' _14+ 60S,- ,et72 | at &,s . - & . 4 a t , . +40=-5G)' t6o(+)+c2

cr - -12O

s. . -5Lz ,6o1,-1?b

c . ' - e\4. -tlbl2 | 2ot - 6a

s.hG)(.o),4ol l

v.5tg . s t% t c t

q 'sL'/t

p3a,) Tho nolion of o po.liato elortine fron rr^sl ic Aovornodbf lha o-L cu.1o ehown in Ftb.p-1.Ba. 5r{o16h lho v-t. &, s+c1.t vcd. Dalc,nni^o lhc dEploccmonl 6l L.g6cc.

tl t..O t\l.o ,.. Ct -ta

Y 1 ' L ' = 6 2 ' 3 6 f l / s

Y . ' + / 6 t ' r a o L r c .

B6 - -+/. (.)'r ea(6 t c49. b./3 tq; \ | s1.o t \ 1.o.. . a.os1 - L'A =@f/s - 72 fl .

s. Y' <.)(.o) . ,a{1.

Page 90: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

\h - 2/314 | 2oL- 60

s.= -z/st + 242i. ,@a t C.gr-q- 72 r t , l=6

72 = - ./s (.)' | 10 <6)' - 60(6> t c2

eL "-t/oL, | 1oL'- col | 12o

e.= - t /s(qt ' | 1oA) '1-@(e) t r2o

9' 22o nluo) An obja:l ofloins o valocit of r6fl Ft's<t W llr.lixtin d stroighl lne y{ilh oh oc.€L,rolion wrrich varice unifrrty

{roa zoa b a ll pae ea' ia e+c. Ctt .q'ta fle irnlial wlocity {l\o danqa in dieptacz: inonl durinq ]tu a a tulanol A*c6 uaioq n{tlon cuNcc \ .}Eok br (tlcr}\E.

AE = Y(L i,) + Ln@" \ -T"= -6 (c-o) +fJ,.,)/'7('a-.)

C = - 6

\ o . - sn lE\bn. fhc oar. 6 od otjlaol d&.6!as ettoraV fro.a €R gz. scc'lo a.o i^ 6 e,c al !/o lift, n yotc.tf k lall Fsa:. Yrd lll' in-itiol volacrly tq t|lo chonga in dl.plo..nanl d,'!ioq lte 6 @,inloryol. gcl"o b"1 "s'rrq moliotr cuR€s \.,lla6k bt alc^Aws

Y--. /2t ' to l-11i f v-v. \ ! -o

v. " -ftFIs

As = v{r.-[t * i'Eo z-{ . r.- i&-o) | oh GJ (4' . 6)

L. = 12t1.i f Y - @ \ 1 . 6

lhorcfar€ -c- -ra

st&

l?o t7l

ro.a) nn oblolo. woighinq s22o lb 6ia-ls G6m.?sl \ ocouirDson Lrpword \cloc,t of 6oofl por min in o d,slonco of zon. if thoocccloroiron i€ oonslonl.Whoi i. lho lonsron in tho ololofc. aoble ?

s .2o ( l

l r Eolh:

f\, (,n/6o), = poAo)

| , l l r a ' 2 . . f i / e '| | l l r uv -w7e(o)

1 ' i+1o h@4€.) n mon waithing 161 lb is in on otdolo. moving upword V6r occolorolion of 8ft pcr d.'. (o) Whol prossum doos ro oxcrion ll., floo. of lho olovoloc ?(b) Wul wilt lho prc.ecuro bo 'rl' lhoolovoto. i6 dc,scondinq with {ho cono o.<bla.oIic ?

a. qfl/e'a) Tr w - V/9 (d)

1ot) Thoblock in Flg pr1oa3 rooohoe o vooolv of go fl po- eca in€o{1, slor'ling l?om rtsl. Conp,,lo l1-o oofitijoni ol Kholio f^io{onbotweon lh6 blooK h lhe ground.

Roqii : o) prcE€uro ho 6rcFib) p.oesulE iF cldd.lc.

is d'x@'Jing V lhe Gomo

Boq'd ' cocfl,dBnt of hie1,;fr,;1,;n

I - 161 = 1a/s.4 (B)T = 4 0 1 h .

b ) | - * - - Y q @ )

I -161= - (1 ' /a2. i ) (4)

1 = 121 lb

' ' t2 -Los -aa ' . - 2o&,a)

o- 6 t l /e 'P-r =no * 60 - 164 (lL) .1.14e " 6)

y'L = 0124221o47) Dolomirno tho forco p thal will g;vo tho bc,Jt io Fig_ p,.to+t onoc.olctul,br of 6fi porecc. Ihc oolloionl of h,nol,'o l-.icllrl ,so?6i!a^ | o=Gfr/sz l i . -de @)h, r-(222-P./)a,2

= (322 - 3/!p) czp/ 4/sp -(ve 1kp)o.L -re4y'e22 (6'

r - - - - 2" 4/sP -G4.4+o4/eP -hot ' * ! r . "=" : " " . . ̂.2>v,,7|'7+2-

Page 91: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

rc.r€) A tugnolio Po.liclc vdqhinq 3'G gmm€ i€ p'rllod lhough a

ooloroid wilh on occolom{ron ol o nrolo.e Pon sco' Compu'lo lho 6rco

in pdlrdc dolinq on tho porliclo llo{e: l b '4s496m6 \1h '2'atcii

6io^ l\l- 3'6g - 7s2s3rtri3lbd- 6 nlsa - 236.22in/s2 - 19,c9flk'

- 7.*z95r1o'' 6s.flt)--Ezn -

Fea: Fd<F F ' o'o0443 tb

*i,) f* lbaLt A t-B anr r€looe€d Fo' rosl o" o 30'holino

llD, o'r,'ofl oporl. Iho cooffioic.' t ot f"iclbn undor lhd wPor blocL^

i6 o,2 \ lini undor tha laio. blook B i6 a+ Compulo lho olopecd

timc unlil lho block louoh. ,

A^'a z t\ fz'a7R.qZ : I'lho lo clapcod unlil

*'o bLrks talch golulion I B6ine' - o,+8ut4' - e22.4 atqB - a.% f)/s'

A6i.e' a,2 A ctbts - if..2 <t^a^ , @,n fr/ee

. 3- ' /aaat2' ,Y2(1 ss)I"'

5 o r 9 - ' / e a ^ L " ' k ( I o $ t a )sa! 217512 -5.2asL2

1 4 23 s'''

@e2.) Doio.mlno ltho occobroibn of lho bodic.e in rig.P1os2 il

tho fi'xcd dtum is grnoolh \ n is hoovior thon F'su64. 2 to1

w^-r =w^(o/e) --A^ w^-r't6 -vae/d '\'/^(qs)1-\\b -N6(4/s\ -<) awA-w6)q - o

T.w€ tws(4/9) \ t^rw6

ro.e) Rofiedng lo Fig P- 1oea, ossu'nc A woighs aoo rb d B woighs1oo lb pol. lho oo.rlomiion of lho bodics rf lho @fnbio"+ of tu.otic

fnotion ie o,to bol. th,c oablo s- tha niod drumW ^ - 4 o o l b J . o 1 0

r^Aa " "fr .,(.r)rt/ta . e1 t . 1 , a 1 1 g - O

2oo - f^ - 2.144.. (o) - OIs - 1oo - tooAa,2G) - @

t72 t73

zAO- 1 .371Q - 2dy32.2 O ' 1

lrcd 2 tA . rco I pa1e2 a

@b6|tulo. 2 tD,i

n o t , u ( r c a r s t t o \ - o t t o

2AO - 117 - 4,261a - C.21A

O' 6 .4 , 11 /6 . . '

|a5+) lwo bod'es $-B in f6. P ros4 o,o ecpoelod b./o (;pri.g.'Ihoi..olion down tholnolino iE ros'6lod b"/ a lorca P = "a)lb lf'a

@om;,cnt of Kjnolic f.rollon is o30 undo. A !.. o,1o undo. 8. Do -

lcmlno thc lorco in tho firng.

J^'o,so5a'o"to

o+ A. -,@ | "A@o) - a/.6.n)(o a) ts ='i.%2.eo-s6rs.^242a -"4

018, 3/E(6dr) s - +/s @).Xoi) - aehc,2 azte -s - B.ezq -- .9

f r c t r , 1 . € 1 2 + 2 o 1 4 6

sub6Liulo 16 2, 312- 12,42o -86 =1s,63.a

296 - i l O9A

a. e.e4l7/s.s - 1e"42(6,24) |g = 1se.4 tb.

&8.) lta cAofli.ianl of Fnolb f.iolion Dfttar bto.k^ in Fig. P-tosti6 o,3o l\ undor blo'k I ie o,2a. Ftad lho ocolorolion oftha eyslon

al ct at, -12 = at/82e ot --O

^l O, 1^-11-2e 6tn3o'- 2e @6@" (o.2)' a'gtze a

c 1n-tn - ta1.c+- c,zto -- @at A. 1 i - 14 c'.e' 1e.zt4. (oe). pfu e a

_t l _7s 90 = 3 ,110 - -o- \ 1 . /s .gA+3,11a

sltgl. h lb@ ,14 -\ E 9e+ 6 ,11d) - 14,.+ - c,21 A

1 2 - 2 1 a , 6 , 2 . 9 . 8 2 6 - - . . Q

t( {lr lonsron n c<[i ctard,.

l

i1

Il

Page 92: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

le- 2tdc2 l9,a2agubet,luio lo 1

z& - 410,621 I,aza = 3oa/4ie a

99.39 " 146+aa. +,e tt/sa :

11 . 1s.sb r 3'11 (1'c) - 9o.s1 lb

12 - 210.62 I 9,t2 (4'b) ' zas 3c b.

174 ,75

I, ]

il1lIilIillliljuiliiiiiiiil

ii{iti

Choplc'^ 11

Crrwilinoor Trd'glolbn

Page 93: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

d {o2.) slono is thrown froa o hill ol on onglc of 60 to tho

horjzonlol wilh on inihol vclocil/ of'po{1 por sco Aflor hi}ting

lcycl around ot tho boso of lho hill lhc slono hos oovorod a

to'i.onlol ai"to"o" of uoo fl. Ho* hiqh ie +ho hilli

r = v6 c.eet

n@.) sholl tcafts o 6a.lar */ a nruzzlc vctoo'lv ol sooll/x':

dirEotcd upwo.d dl 6o'wilh lho ho.izo4tol Dotornih6 tho Pos;ltonof lf|] sholl \ it€ r€sulloftl volocily 2o€oc oflo. fi.ing How high

t - sa ,xa'G")

.t =\a6tral \h91'z

| =s'ast u; &o) -Y, Gr'L)(,a)z

. | _ 422o,2st1.v-vo -9f * vr -soocasrn" =o -v" zsol|/.

' 1 / - sds t e ' = - 3 . . ( . a )

9 " 21o,es fi/sv =J*';f -

[;qQo.rr. - 3,.1e i/s.

--98 ".-I- ,' . ' l' I

i l y -,!o 6,^et - y2gl2- "@ s'"6c;60) - Y262 2)(1o)?

/ - za3,s7 f7 - o. 2a3,97 {1.

4- I

rj

noa.) n pajoctilo i6 f i"od with o" iniljol \otocilf d 1w'2l1/s6o'uP{oid ol od onqlc ofro' to }hc haizoniol G€m o po;r} 257-6 flabovo o tovcl ploio Whol honzonlol di6lonco will 1l coron boforo

soo'sda6o' - 2911,5 ll

R-ffie(^F,t""e)

Io .P-s1, co6(=t / (

R =.lE-;t-

b - v,is,"ls -29

it cl.ltos Jho lo\&l ploia ?

176 177

= 2 (1sa .2 ) ' ?c6623a '

1 = n a 3 . 9 A t a 4 7 9 1 a . s h 2\- - 100a.9x - 447914,<a -A

x -1338.s3 t t .

/.f "t - rsa.c - 1s3.2 sm3dI - lz G2.2\ L2

- 2s7,c - 9c.61- 16,1Ie - t . = Ssoc

X =vo coset . 1932 coeso'(B) = j338.s3 fl11tx) Ror:pl pob.1104 if iho pmjocl,lc ts I,'rod downwo,n ot&"to tho hor.i.ontol

so\t\: '/ = ro6iet I '/29+.

2sa6 - 16r.2 eB.j t I tk (az.z) t2xst , l - 96,cL r 1a,1 lz

srluodmlio Fo"murd

x = !. c(lseL = O3,2 (.620. (z)

x = 33+ 63 t}.1106:) A p.oictclilo is fircd wjth on lnit;ot volo6i{y ol\o ftpo.e66 up{o.d ai an onglc ol a' w,th tho horizontol Find }hohonzonlol dislonoo corcrtd bafdt lhe projcclilo rotr:rrr tolis origlnol lovol. n lso doio.minc lho lr|]^rmurm hoighl o oit)-@ b/ lf'o prejociilo

&s,d)

J o-voEt^et y2gIt' to6t 4 = hgt * \ . 2,to 6ihe

I| =Yo(ce(.'tostne\ = Yoa str'zool ( ' /e ,h) ; t ' t , /2

' s ' - -T

rr = v"."e fav"ere _,hr(ya;41

h -vozs,nzg _ vo,s,n16' - T - - {

h = -voi-erq:qta

*.(&*.".)

Page 94: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

.roz) Tho oo. shorn ln f!g.p-11o1 is lrrl to cloon tho wqtoi-

fillod gop. Find tho lok6 -o{T volocitv v"

h=Vo€'not - l/.91r

at 2 -',to st^tdt ' Y.(tt'2)It ' O

&za =vo.t"to'l -. -@

I - za/to

subcl;lulo ctol.-zz.a - $snto (n7g - 16.1(4ok)e

, t 'a\ot '6440

o,* \o " 11,14ll/66

11oO) bon i6 hro.,r' Eo lhat il iusi olcor6 o aoll fat$a 6oft

o*o". tf il toft tho hond .tfl aboio tho grourd u-ot o a'gla of

oo' io tho horizonlol, whol wos lho iniliot vclocrrtv ollho bo f

h - vo ,tn€l - t/2 9I'\o-e - uo Lt^a(l,aho) - 16.1(trg/,r.)'

go,g Y.t . zat1Etloyo - a0,+ ll /sac.

rlos) oolc.mino lho drsto.co s o{ v.hioh o boll lh'own (o\6loalfy Yo oC rco f l p6.6a6 ola onqlo A-ton-r3la wil lsl . ikc

ailont uo .16flls-e . la^'' 5/1

n ' 3A,A1'

RtqA; distonoo s

lho hclino .ehown h F&Z.P'11@.

r?8 t7s

€blht -f .\to etno-l -t/.g|.

h -r/a3 / - r - . .O

,( = Vo cAg Ct-f - 1@ !,intc,b7 I - 1a,1 f_ 7 = 6 1 , z c L - r c t l e _

@^ = 1@ @6tO,O7 I

2\'1, - a6,gsX . 6 ?-14 l - r6i (

tr = s'el 6<,0t - 726. (s ,4) = 449. l l .'/ . 48,s6(8,61) - i4.,sz 1.

t = t z 6 c t - . @ s = { @ t @ z a 6 f' t l \ t , el - 77,66t ) ' l -2s,991^.@ s, +st.z f l .

11io) In Fig- p-t1og, o ball thnxrn down lho holino etnk6; .il ald di€.la^@ s- 2s+.5 {l- If +ho bolt ni€ca lo o .no)(imum hdrghlh-o+afl. obovc lhc pci'ol of rolcaso, oqnp,rtc ils i.iliot voloctlyYd \ anolination +.6rvcn r h-6+.{fl. ta: sin p -A/s

6 . a e i . s f l . ' / n . r l / q s + , s - { - A o . . e f l .R4d 1 vd t\l @l = x/o

3A:a - x/ag,s - \-241,1.+f7._so,s = yosno[ _ /zgLa _. _O

t41 11 ' \o (rcE61 - -@

64,4 " f6:-g!1&- tvoitae -61.4 @5{]b6l i lu lo €di , L9

-8o,9 = 64,4t - 16,11.t _ s6cc

2n41 - ,to cb6e (s)Yo @6e - 4a ,469

v9€ma . Ton€r . e4,+/+B,t,A -o--satzz,yo.,xe

\o stnsa,137 = 64,+ * u. - O6,s f.l/sfltlJ Rofor lo Fig P ilfr r+. find "( lo ..,-ea lho W.jc<'tio lopolnl 8 ih oretty a soc. \'vtrot is.|ho dielodco ̂ ?

n -u- at - la'q1= -ro -e66hq((4) -x,1 G) {

IstA4 - 0,404167

4 : 24.a.x.voco6qt . casaa,z. (a)

6 x - 3sot7 fl.

I

Page 95: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

r:29!!!g

t - ,

Ho.s irgn inolincd ol32'

x= v; co3s,t = a.1 . s66cose(6)€ - ' 3 3 - 0 8 '

flf.) Ji iE desi€d i6 piioh o golf boll odrDss a 1mp lo o grocn

rcofl owoy. Whoi is t;o besl olLrb to uso il lha iniliol volocrty

of lho U"U i" 6ofi p€rsca: nss'rmc thol lho bollsloPs dcod of-

1,o. st.;hinq iho groon, which ison tho€omo lobcl os tho point

Iiorn whioh tho boll i6 si.uck nssumo lhc clurJs hovo sroPos

qroduoloo ol rntccolq ot 6 'so thol o no 1 rron hoe o locc In-

cltnci ol f{s' io thc grouno ihc tio 2 iron 01 "4-' cl' davn loo

h.Vo.snet - '/z (s2'2) t '

h " 96 ,6 6 ' iea s6 ' (5 ) - 16 1(5)2

h - -133.25 F l .

X - vo'srnzdI

E22(@\ e'cast^24

F - 31,72' rl.€c llo.9 rrrr\

111a) n €iono hos on iniliol vclocrty of 1oo fl Poreoo uP io thc

riqhl ai so'wllh lho horizo"tol Tho compononls al oc'a)c-.u+'a

o.i cc",stont aI a^- +f1rrr scoa a\og= -2a tlPo's'<: (jon'

pufo tho hodaonlol disionco covcn'cd unlil tho €iono rEoohos

o poinl 6, f] balow ilc oflginol olovoiron

6i!c^ | va - (n lt /€+-3a' , ox. -af i /s ' .

a t = - z o t \ / s " , y - a o l lRoqil r ho.izd.lol d€ton cgth: y = Vostne'l - '/2 Al'-Eo . rco cF za | - t/a (2o) L2

6/ Quo.ltu1i. )o" gcl tfrY o t u c o f t . 6 € c c .

r , -roco.eI I Y2al 'x. @ocasaa(6) I VzCa)G\2

t = +47.62 fr

180

r8l

1r1s) n portlclo ho6 suoh o cu.v;linco. molLbn ihot' ils x cco. _dino+c is dofinod b/ x =st3 iost whcrc x G in inch€E s\ t in,eccoid6- whon | = zeac, Ihc ioloJ occolcl.dirb. ie zs n pcr Eccllf thc y conponenl ofaccole.ofibn is conslonl t\ lhc po.+i

€to.ls f.oo rcsl 01 ihc o.igin \^?hon t.o, dclc.m,nc ihc lolol\clod+f |\han | "a6d..

6ivcn I x..str-ro5tI - 2saa. a '?s ink:

a - JnT iaV ' 7s ' = 60 ' i a rzar - 4s ia/s,y,.

'tt -- 1s(+)2 - ios - 13s in/6Vf - arl - 45(4. fto in/e

, , / r2 rYf2

,i r.,-.16;

n18-) _Tho no.rul occaloftI;a^ af o rr,.ticto on tho rim ofo puttcy

@fl in diomcta. ic con6tont ot soco fl pc.€co2. 0oio.minc thc€_tE d af lhc pullcy in rpm.6tven I d=1o{t

o^ - a'.rt n/€2Rcoil spccd ;n .pm

o" = -vl - eooo =rd

,t -2@ fI /sv - nori2oo =l Go)n

tt = 6,+ rps (60) - 3e2 .pmnig,) nl lhr boflomThi€ cou<os o mrrmlrcdius of tho loop.

a n - s q / E e

ofo loop lhc spcod of e,d'rpnna is ao.tnpho€,al.rcIio(, ol sgfipa.€,C. Dc{crmrho thc

t6 a. = v ' / .s b2. e)r- Fa x szso t 1 /s661'

r - f la l .64l l .

Page 96: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

1120) A rxrrlala mo\ra 6' o ai.s)tor poth of Zo fi mdiu€ co tha{

its orc diclo.co fiorn o fi;od Poi'nt on tho Polh ic aivcn t'l '6-

.+tt - rct whora s ir in lho fool r. I in €c€ond€. Otnpulo tfr' tolal

occolcrolion ol lho and of 2s@

6i"a" . r. zofl sotht !E. 1zt' - 10 "t

s-4t.-1ol at ',t = pG)' - 10 - Ba {1/M,

Acjd I o

o7 . ,tofl/s"

slopo - o,?5o- - lon'' o. rs . sl ez '

RoqA : or qq.

4= 241 -ot01 or= 2+G).a,f i /e

O^ . 10 @sta,67' - 6 stn ac,ez"

6" _ a.+ $/caq =G;167 ' .[d'-1F = ar..2o. - Qta t Qaa

(11,.o2)' . aLa | (+.+)' .

a, -va/r - @a)'/eoo^ - 72'2 Il/sa

aa.6t1. toh' - (46)' i O..2)4o - a6.7 fl /6ca'

1l?1.) A porliolo i€ trro"/inq olong a cur"Ed polh nl o c6'iotn

in6ton+ whan tho .6lopo of ihc polh is o.75, ov = a fl pot a'. t'o1- 10 ll par se,' . Cohpulo lhc !0l!106 of ob \ on ol lhls rnslonl K€Ko1oh how +ho polh curt69.6t:f!^: O,-6t1/6' solir I o. =otcdea - o'6'no

I qt = 1o'8 fl/s2lze) A stono'ie lhruwr wilh on lnilial volodly ofloofl po^6c.

up{o.d dl @' lo lho horiro"lol. Compulo thd todius of currl]lu.€of il€ poth ot lhc p.int who.clt is sofl hori?ontolly frorn $e iniliol po-

si l ion.A i \ e . . l o = 1 e ' f 1 1 . Y 9 - 1 o o 6 n 5 o ' - 3 2 2 < 1 )

P.60' . 4 'saf l \ r = s+.a f l /sRc<i4 r.d"& of v..l-so-:;46;T " B as fl/sOi.\l?furv lone '\'//\/* = qA/so ' 1 <9e

E'olh: o, .g"e2,2f l /6 ' -o ' .+2,4"t '

a - \o.ospt On .Orcos€ -et s i .b.so; rooco660'[ a. . 32,2o)s+7.4",' .21i9 fr /e1

I - i 6 c < O r " v ' / .\\ -tr,.as6d - o t '8t.gq)74ts

v! '5o fl/E a - 2so,64 n.

taz l89

{.r) n slono lrcs on rniliot velocily of 4@llp(,. {i,r'. Lplo.lho right ol o slopo of ,i lo3. Tho conponont€ of occclomlionaa. cor,slo l al o'' -r2 flpor€c6'\ 09. -zofl po.soc1 Com-pulo tho

Porn

ftdiB of cltnolu.i ot lho stort ta ol thc top of lho

6t:vct1t Vo. aeft/sd, - -lefys" , o, - -.o fils'

R.qA. rodtu. of auNllv.esoli:

tt -vo's'"'/ - k1r\'(a/d' - 6aon.---ed;- 4(-f

11 "to€,'^lI - ya,atl' -6a..b(./s)t- hQo)t'a4o. taoL-1olz -, $t. _ 16otr ! 640 . o

t ' - lcL I 64 - o - ( t -6Xt-6)-o

"' t "a4<!.t,- r.@(./s) - -12(.) on ' oy co6t-, o, ch+Y\ 'z4f l / . - aO.FO -146tdo

vt = q@(4/E) - .b(e) a. - aoft/s',tr.o , !-zlfl/s o" :v/" -r = z+/26

. - zO,6 I lli?s) po.ticlc novds on o cir€lo in occordonco with tho oql.ro-tion s " t.-ab who.o s i€ fh6 di€ptoaamanl in loot mccslr.bdolong lh6 oiroulo. polh B, t i€ in ooconds. Two eocords of-lor Elonling froin rdel lho lolot ocaatarclion ol lho ponliob ie48trT ll por *" Compulo tho mdiue ol lho oirolo .6Ncnt s- I+- Bt , L.aet.

v t . .+ f l ) ' - s ' t l o ) ' e - 2 .+ f1 /e

40. = (21)-

r - 1 2 1 1 .

o '46.1v l+k2Rqa | rcd;ue of lha

OiElo6 t i r s . t + - 8 t

OL= 1e(4) '= 46lys.o . - A L . r O n a( roJ?) ' -&O' ia ' "

ot ' 46l l /e '

Page 97: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

'trzz.\ Sot"a lllus Prcb 1146 usrirq lho ff : dolo: W-loolb j V 'r':aB

L = t s i n .u ' v c n L l e i n " . l l

w = loolb r v=8.b3f] /s

solhtone =vu/a. " -r:9- - u/qY"'"6'

st 29- - va.ite+/gL

t aca+ voasa . o3 L

cozoo , t "aee - t -og L

@4?e r 8 o3act69 -1 =a + B/q{,od.olic co6F, = as348at.2L1.5) ,e, -, s-1,67'

*.Icb6e - rco - Ta.cs1 61'

I '187l t )

f - tst.]e = rs(st sz61) - r261sll

t ' zt ['79t""e = etf.t-fi" 1".s,.< r ' o q43 6ac

tw) A tud qtl. bnq rololos in o ho.izontol ptoho obo'rl o vort'@

ari€ lhrough ils c€.'ion. Al ooah da of lta rv3 is fcsloncd o€ord 3ft. long. Eoclr cord suppoele o woighl w. Ccinpulo lho 6-

lbod of roiotio.r n,ii rP'n lo rnol;ne €ooh cond ol 3o' w'lh lhe

x = i , 5 { 1 .

f . t . 5 r 2 - 3 . 5 1 1 .

Io^e = lYgr'tonzo' ' ,ra/3zzG s)

| - 8.a7 n/5

V - z l r n - 2 7 k , 5 ) n - g 0 1 k o )

n = 22 rPm .

t84 r85

,2s) A waighl ca.@^ltrtlad at lltnrbol Fondulum O. wh1ch tho po.iodvoloo-,ly Y of tho wcght if lhc oordtho \€rlicol

Ai ra . l -1sc! :

S o l h :

t -n/1sacj 912f i lszRcdC I lcn6ion \ FotucL-sPocd who. Fs-O

= .t Einso'- 2t1n - rtcyrl4 - 4h rps! =2afn = 2\(2)(4h)

v - 16ll/6

Tcae3o'-n6inro'-w = o*@

E2- o,sr +o.s.€t i - ao66Y3e@)

fion1, 1 -(zat o.sr,)/o,B6c

o,b(2oro,6n) , do66 11 - AO

t l ,ss + O,2g9l1r Ote66r1 - ga

fEi^so rn<.6{'- w"7qr .o -@ ,t -6,o7s lI /s\ .1* o GI -o,st |=2o \ l -4\an

t = 2r lr/d-1a.d1 - 2 t

lhc forvo o.r lho 6boll bc.od,o :orv?

r =o.an fl1€o) ln FiS.p-nso, thc 2o-tb bal is fd.evJ lo rcIole oround ihe€.n oth i^ei& su.foco of o conin I sholl oj tho "olc ofono rcvolu-l;o^ int/1Ee. Assunl;d9 ld g= 22 fl/6@a, frird thc tonsion in ltxood q lho fo.co on fhc conicol 6h6ll. Al whal epa€d in no'n will

a,\d ol o cotd fo..n o.oi6 1 6c€ tolo.ri,nc ihorolotcs rncl,nod ol 3d'V

Ione ' \2/6r+onad ' 'r/32,2(o)+11)

\2 - 8 js621

\ = 2.q6 rvs . o,so1 d/s

n - sa,2albr -39t!]99!d - s7B tb.

2.far n.0 , da6cl -9.54 - 20

I - A3 '1tb.a.sl i qt&n - 2ov',/2G2)

c,6(,31) = o.avsYz

o.ofi "le\ k) n7f on ' 2 9 r ' p m -

2/zz.z Ioazo'

l

lil

l

Page 98: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

,11.) n body of tciqhl w r'6616 o.1 lho smoolh Inclinod sur-'fJ ';-il

f--o 's|'"*,'

io I is p- 1'a1 A ws o\l&heA ta ^

iil-t--" f"'.-" tho bodv fo rofolc V.il oboul lho \c'tic'r o-

.il i.f."-t." lho spccd in rpm ol whrch lho lcnsion i'' tho

ard \e qual to lhc worlhl of lho bcd)

r -<a#o'G) <Fv -o; ls i . t , i t r ls in6o'=w

l=w ara'o laa&!; -t1<.'6o' 'W! O

wsinio'r n3in60' ' w

ll - w- o,5W - 0,9774 Wo.ga6

subel ulo to t

/@sa.; -o 511arf ./Js6o' = v{r732'G)6e,1 - 8.stz ft/s

\=ztfti - 0,912 ' zr Pca'ao)n/con - 19.19 Om a 20 ryd

fi32) Tho hamricr 6f on rrnpool ldsling moohlno w^orqhs 6a'aD

;-;; ; i;;;-;i'o"t i, ot*roa io rho ond of o I'i?hl rod

+n L9 ',v'i"l' le p''aoa bo horizonfol o'ie ot A (al whol is lhc-

il*.'-".';o. c', lho pi'ol on,^stonl aflor boinq nolcoecd ttrn

il l j-

[u.o"', ot *hol rE lhe b€cnrnq roocl;on l'd boJo'6 i'n-

p*t 'rf

" if f r,. veboilt of lhc to.nrncr iq thcn e 9 fl Io'6ccr

' r . 4 f l .solir: a) Tc6ea -w

\ 6eto ' 44"+

T - 7 + , 3 6 l l ' * R

i ot'o "t(b) bl T- w twv'Zr' c+ + tlc++(s o)"J,/szz(t)

T = 8 1 ' 8 l b = R '

rc5).To aha€k ihc mdius of o 'oilroad. "Fvo' lha a$cA 4a2o

lb wo,bhr is obcarycd laLJn 2a7 6n o sp'iag qt'la susts)dd .frclfl'

tro Jf of o. e/pcnocnlol @' 'ou'di^g the curyc al aodph

Whol is tho rod,irc of +hc cuwc 7

Aie.'. v . a. ./lpt, '€,8 6 n/s @s6'' 2o/ao1

I . zo,7 tb ',\N .2alb a" - 14 9+a'

RaaA: rcd; is t?r=oi16;^6=*n'7sr '2a:7sn1+'sta'

son ' zr1"o lut<o' w,teo)1/az'zr ' 2o'7 s'o t4'Q13'

Tcoso -w r - +a,s fl.

186187

t*g) Whol colrnlorwoighl wwiu moinloin tho Corlicsgo,cli'o. in lho posilior' .show ;i f'b. P- tt:.5 ol q mfiorrolspaodn-rzo rpm. fr'ch plyboll woighs 16.1lb. NcAlcol '|howoight altho olhor I'hks.6i€n: Sol,n: str''D'- d/10 - d=s"

n,wrp^ k ( . Et t ,- G' -."o,e'

v-orn.zr(o,r$N

Y"jIl.'/lD\'' #-*ffi l'c'.an/sncqd:wlzn.lhs\\. " .;;;il '

(6)ABgh76' - 3€,.r66'n6o'(ro) - r6,r

AB - 45.1 lb.

Aa@s+i IAE@.. . j -w

+s.rco€'as ' (c) 'ww - 63,-rg1 lo.

rcd -Tho

sico .od ol tha onqirc i^ fis p-11"6 i6 en lonq \$/oighs{olb. Ihc omnKs AD\Bc aro of longh'l ..rsin. \ rolalo ol3oorprh. Ddo.m'hc iho rio,imum bonding momcnl M in lhc rod if M. wys,whc.o \( i€ tho +otol dieln bulod lood\L ic lho lonqhl ollho rvd.

6ivco:w'r .?lb colh:(,"fi--1.71 "',*.o^ tl.v!-Fa@)'l/o

. - - j . , r s i r \ L - s l lRcqa, M M. roo tb-l{.

rc7) Thc€camonl of rood possrhg o"on thc cr6sl of ohill ;c dofii

oivcti: f +fi. ; v-3olve

Rcqa: prtcauro R

\ 6pcod {hon Food

e"t '", + - g-r1

i =# -# - +7ro -ztza/noo

Yp ' 2/too - / 'sotl .3+ ,a"7s( =w

a - zzzo -fazu bo\a)/ez.z (so)

b/ tLE poEbolic o'r"c y ' 11, # A .o. ntsh;Fg 32e tb l..olds o-loiq tho n od ol o con€lonl 6p-d of 3(> fl po" ecc Whol ic iho Frc-€suro on lho *hccle of tho cor whc, il i6 o1 tho crasl oflho hill wh-c.o y "afl ? ,t thc whot 6pood will lhoMd proseuro bc zao.2

fiht: tho .od luE ot cuFro l".o br yp "Gt/d"Yh (d//di'l*

t' - +o, t +oo - o .'. (x- zo)(,- za) . o

Page 99: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

lIilI.'

iliIlI

i f R . o

tri ur"'4 - &9.

- 32,2(sa) -$16

v - aa,12 rl/srar.) A loy running d fool mco rounds o fiol cu'w ofsdft r€d

if ho runs ol tf'o roio of rs mpn, ol whol onqlo './ lhc wniicol wll

ho inoliho his body 3

eiNcn i n-sofl tu^e -\/s. "[a tszaoftfi'/zz z ("o)

v-rsmph +a.e - 0'3@6

Rcaar €- -e =$73'

1142\ A dorcdaril drkes o lnolQrorclo on ond o orrculo.Vo'lr_

col worl l@ fl in diamaloe Iho f uol liroe \wall ls 060 whol i€-

lho mlnimum spccd {}nt will proYoni hl6 elidioo davn +ho woll ?

Al whol ooglo wlll lho nrolor oyclc bo inohirod lo lho ho';zonlol

whot ls tho ;lfool of 1ro'cli"q al o groola'epcnd?

6;@-,. . d-@ofl . solh j

f - 0.6 €* - lon 1o,o * ts1'

n . i a l v . i " t + t o ^ d ' q t h z ' z z z G a ) ' o e v z

,t,s.b tvs " s1.bf3cao/5zoo-l 'ss.a -p6

r1a3.) Tho gupc{.clovolian fogiltea lrock is thc numbcr ct

inotlo( lhot iho J6rdo roil 16 rorlg€d lo p'evcnl sldo ihrust on il

whcol {longcc ofcors roundinq lho o,.!c oI (ic sPaad- Oalonn,no

lho eupor otvolrtn o ftrolrqok boeng o qouqa of afl8'/2in ol

a@o (1. r',dittsv"o rolo.spcod of 60 mPh. Whol ie tho flongc proe-

srr6 p on lhc ,l{h€ol6 of o too,ooo lb co. +hol rounds lho cu.vc

tane =f/qr 'feo '::q'"^:32 e ( 4oc4)

ol u nph?6iecn: r=1ottuft

+fl 8.5 in - 56,9 n lo-|e = o 1202

Rst6: lho eofr.rdqol'on -o- " 6,86e for o ltwcK '

lane = a/t

o,1zoz - e/sa.a

e 6 t q i n

t+t) An a,'plono malo o l"m in o honzontol plono wilhoul

su.o doaE ho o'6d a)r, hie '@l 7

188189

V' 40O dPh

6ivon: Wp - 1so rb Solh:

32,2 Cs280)lohe '2.g2 3f = z,qz('r.o) - +3oA.

t . = 71.o l ,n = ftso';4t\- = 46a.gi tb

!aE) A ca. ratOhing 3220 lb rliv.de o aud6 ct 2oo ft rodios b,nt€d ol on ongla af eo'. Fhd ltD ftt:clioa farcc aaltag on lha |i.o6whcn lho co. ie lmvolling ol 60 mph. lho cooffioionl ol f.;o|irlbolwcco tho tr-roe \ lhc raad i6 o.so.6lvan. W'32eo tb .golh rf -"oofl;+.30' x!1-j3.1gof39]%;t - 3872 tb!"6onph / ,-o,go

3' a2.2 (2oo)

RcqlJ i fnirfion Fdrco lo"f -o,9

l - < z 'R -/6dddfi6ei4. - scss.so tb .

sinE = f/k +s6a2' = f/sors.ssF - 336a,s7 tb.

ra6) Ftid lha onqlo of bonkng fcr o highwoy cur.vc ol eamdius 66siqn64 lo a.x:a,iodola cors lmvoling ol roo mptr, il ihoooffibr's'+ of liolion bclwcan lho tircs q t. @oa i6 0,6o.Whol 16 +l-c mtod epccd of ll,o cu,,a?ONc^ |f = 9 @ f I . A . a , 6 o

solh IIonP - 0.6

q . e.sc"Rqa robd .wd ton (.E I e) - uU

lo (ao.ec +o) .Lto"!239,_"d_32,2 Goo)

3.,96 | e - 65-82.

+ ' e 4 6 6 "16,6 o = u.%.

h^s+,u' - 'r.7ea.2 (3@)'tr4 " s2,t (r@)+o^ 3+.A6'\t - 82,02+11/6\f " 82,024\ @/96 = s€nph.

,l

Page 100: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

'1112) Iha rclca spocd of o hiqhwaY curyo of 2en rcdiag tsiomph. lf lhc coofliciont o[ fric{ion bolwoon tho lirDs \ tho

f tod ' ,6 a.6o. * to l ie lho dor imum Epocd a l whrch o concon

comd lho oonvo wilhout eK'bding ?

6Na^: 6ol i1 lt , 2 @ f l a - o . 6 r o a 1 - Y T q r,t.- eanpr' tone -lso t saw,/aecQ/zz,z (zoal

Rcqii: moximum spcod lono ' o'3o1'O ' 16 73'

t o a ! ' o e

Q' "a 'se 'loa(Qte) 'uYgc

ia" (.o oa'l rc,,e) ' v/ea z (coo)y . e+11 l1/3't - 04i1 (6o/06) = ,ez3s ftph .

1144) lha ./,affbianl of firolia b€l tho rood \ lho lircs of lhc

co. €hown in Fig P-1111i. [email protected] cd. woi*'s 32?olb ll G '?,J-

rdidg lho ardo of .5q $ rodi,rs ol irurihum srcod Whot is lho

votuc of lho fnct,Jr"i fo.co ooling undcn coch whcol i how high

otrluo lta rood m,,'sl tho conlon of 4-ovily bc fo limil {hie no-

i';um .epe€d t'/ t|,A +.,.ncncr to o,onlu.n,'

' , +6749,44 an 3d(2 411) r i1sg,ab

fow high at tho ouioF *itc€lc

SolA : AAa - o/ 11.(+.643) - 322) oxa?atl

+on l - 0.6 | s1sg.16 6n34 (2'a1) + sezo sta ao'G)

$. ao.oe' - E7sg,+6 cogeo'(3)

hn(l |o\- ' t 'b l le '726.46 tb

toa (ao,os'+ zo') 'vlez.e (soo) f. "/afi"' ae (126 a4 -a's.satb

'r-ito,2g fl/6 | lhc dirlo. '!hool6nr' . 322a (io 2sY . stgq. +8 tb la eo96' 241.667/h4- -idz7i{

h.<.ozr6 silJAa.o

dlQ,6333) - Bazo cosad@,+t1)

ctae(3) - r2ao €t s2'(3)

11, - 4963.|bn . /^r l - 0,6(4963) = 2S7z8lb

190 t9r

fl.rs.) Ropoql W.i1tu'[ lho nrod ie bonliod af06 eho{n n Fr'g- P-lr4r.

r =.9ooflw - 3220

RcqA : Ff".6i \hb l h l

l1n 3a,e6 - 2,a11h

h '4 0218 { l '

b ^ q ' 0 ' 6O- 3o,a6 .

lon ($to) " 't"/gr

lol (3o,e6 | ), v/aoz(ao)\ta - 19a$,ae fl7c,

w'7gr - zzu (teass.+q)3e'2 (66a )

- tsgfo.1 tb1M^-o, 111(+.N$) =S2aacaceo(z,qt) t esto.t snza (z,at)

t aato,z cnszo(a) -azzo cnza(e)fl1- 3824,611b

Ft 'O,a(3sz4,et) . 2294.b tb d l o iar fhcals<trla - Oi. (a, ttsa) ' 32eo.zba (e,q1) | 3a7o,7 sto 20 (z,4iz) t zz zo e,a zo (s)

'39m7 @< 2o' (3)ll4 - 559,81 lb

F4' 6.sg,O7(a6) ' s36.92 tb tmc^ whacls

Page 101: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

6va^: d.61.1..1- 4 .p^/scc.

o - , r"/rid*,, 2rr"9Pl

<. o,+Z md,/s(f,< - or/raaz(1o\. ur

= t(+ z)2 - 62,e2 glrtat "F< = E(aaz)

Or = 1.26 fl/s2

6 = 6 @ f l .

Chop lo i rz

Rotolion

tn

solh:c. 26/12

s - f 9

yn =rtrJ , ,"u1a2.2a)' . .z a (zto)

4- -3jo md/saca

600 - (2,aa3) eO - 26b.ode. zOAtEd | 1rcy'anindO. +5.aa ray.

(qo\ha/6a).2.a6bv:

{ - 4e.2+tod/s

193

Page 102: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

ra6.) Whon l-lc o.}Llo^ dac"tl ofo rfi o'omolo' pullu r src'd/s

lha lalol Br-Dptoltan .Jt a po'l on rle .im is 3o 0 Pc' 'a'' Dcla^mF

no lho onryla. ac'ela.<^Itb^ oflhc pulley ol lhi6 inelont:

6i'Ent d-.+t1. Rcqa ' <

a.30f1/s2

a ^ - r 6 " - 2 G faa.18f1/sz

at = 24 fI /62Ol - r"(2 a ' z < * q = 1 2 f t , a / € z

c<- 12 rd)/€,. - 3 f l

P.,tA' nofiao+ol Yvo.t'ita I c@pdionld of

1206) Oolorff'ic tho honbnlal ! r'c'"fioal oompoic'rls of Ile oq'-

loroiion of poinl 8 on tho rim oflho flYwhool shr"Nr ln Fb ela'6

At tho qworL posrlion, ur'+ 'ud Por€€o \o(=rz 'aC pr ecc'' bolh

( "4,\:r'

aL-r,^ - 3 (12)' 3,s F! /s2an. ",r.a - 3(a)a . ab l\/a.a

o =..Fl"'o"" - ya, 'a"

12a,) A pulloy hds a cdnsla"l onqular ooa\oral*z' ol a'ad par*:'

\vh€n thoonqulo. rol.'i)j ts 2rod ?1r"x>' +hal lolal oatda'd'an

ofo point o. lhe rrir of tho Pullov i' ro{ por ea>' c;onPla lho

dtonat.' al tr pull.,s.olh a. ' rda - r(a) ' . =ar

6Na^: .<= i toc,/c" Ot ' r"("r(3) =3r

af -erca/s ol - af ! aaz

a- 1afr/c' rc" 'ed' \ 6a"Roqd, dtonale,. too - gt2 t w"

"o- "r7,. - zl ld - 1 l I

194 195

I " t8o I].?cq'at L^- ?S.'? whon s^..a. fl .

6<^.2(2) .+tud/s ' o" /2.< lz + pa = y! (a) t

9^ ' rO^ + ibb - 20^

1j^ = qoftd

so " /z (t)t^.

t "r)-Orr* 'Proa vas,1 r . , rco; ol pJ|. t B ( ,d: (rr ,ngcd ta3.n.\ 19 in.

S^=18oflta \so whon &-zro' e^" ' /2"<^1.

a) u-,a" - 2<..

<^. 2.67 Ma/sas^ - | s^ "t 1oO = zylrt^

g ^ " ' / z < L :

L' 7.76 €d..-eo - tzx"r" - /z () (zzs),

- & o ' @ M d

G=nOD - .3 ( .o ) - 16o f i .

b) +)^" s^/. - ,L/Gah.)

si = t /2(2,6alz

tla - Yr"\ctz ' 12 k)k.4e),

so = r€osD. 3 (71 ,91)

' : : , . ) :M

ra la: . a t a auic , . . dct ,n"6 6, ,L , .a , an s.z t , .

, : t o 4 t a f o , m c . , . u r . o n . o a , r . s j t n , e a L o . d e G n p - l c

l : : , . fu-" : a ' qr 'o ' / 'o , l s orct - to- occc e"o l o, or ,he .ng

t :* , "

p@a onqu,o- ,c to<t , t ,4 , . . f 7o) . t . anouta, 616,4.o_, .on

b) +^- z-f,.1zoMa

Page 103: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

sotht de/dL' ur' sLa'6aI

[_ be)a-6oLa) =2i2t d/s

, ) d / d L ' a ' 2 a t " ' 6 0a<- 2a(a)2 -60 = 321tod/s

121a.) Tho reloiron ofo flYwhocl ts gota'ncn 6/ tho cquol;on ur-

" . , f , " "h rod 'onE pc 'gocond \ I le 'n ccconds e ' ?od wk

, i ' r * . * "*o lhe voluca o[€ co. o l I 'e '1qon{ wh'n t 3€c(

6r\€nur =.+Jl

Rc4a 1 €\c{

€blh I rr.4Jt td e / d ' l r ' 4 { ,

de ' 4L ' t ' d l

o ' 4 Lahe/r) lc

i f t 'u rod Dhc. t ' l€co'2 . a G \ ' . ( 2 l e ) i c

c = - 0 6 4 7e . a h ! * - 0 6 6 7 = 8 / a @ ) ' ' - o u t

e " F . 2 r c d

^'rt/)dl - 4 -'/: ?),: t'

,' ' n. nr"t'' ' '< - 1,1s47 rca/ea

rzt) A body alqilos o.cad'og lo lho nolouan o( - 2t ' whc{'€ c(

; ; ;# por sc.ond \ i l" i'" 6oc.Mc d = + ;d po' scc \

a 'ts ztttu *ha. l6 2c.o ADputo lhovoluss of ur \O ot iht ins

oni ohon t -26od'

6kcn. o. '2t Solh I o( '?t

RcqA : u/( Fdtn/dr - n' 2t

t r t . a L " k r cil lr - +,od/s 'than

+ = ( o z t co - +

u : , I ' t 1 ' f l ' 2 8 c . .

ur ' 2 t 1+ - arod/6at

d a / d t - D r . l " t 4

+ : I 1 h + a t t c

t l t . a 9 < t = a . . o = a

I - L3/e t 4L \f Jt " 2eca

g - r'/z ++(a)

196 t97

e16.) )elcrnino tho number of.ovotuirb,6 th.oagh qca put-loy will rolalo licrn rcsl if i1s ongDta. ad:.cltaralton ie incnaeodunilormly fam zcft lo 1e nd por scc'du" n .q a.s€c \ lhcn uni6r-mly decftosed lo + rod pt ea! during lhc rtrl :s Eec

r t.* swc ' !.!' 6/"

-,r,-= '.,r\^' tz ' als l. 1 "a. ot ' 3!'

3 4 , t . - A r 1 ^ e o . - t , crq- 0I +6s ^ C

< ' : 9 ! 1 6 ! r l q ' 0 \ t ' o c ' d

Ll " [a I oa-6e/ .1! -e/Bf - a&.33t lc"5 , " ; f e j - e4 \ r . 4

i f r do \ t ' o . ' c ' o [email protected]@. e fu6 ) ' , * . ' t l o t +cut; ' 3/4t- c:6o'++z

M= le9b 4-sht ft,.e/6 rz e/.a13 -16,33t | 6a.4<e" 5 e / 3 t - \ l a l " t c & = : \ t - l

11,.t[j t\1"4 O,.6ek(7),-Blb(1f a9sG) t 6a4n3l?t . eeTs t+t - e1c 4+1' &. - 146.a2 rctd

c" -a5,33 -O.144,a2.tdr: lL - 23,2 r i r _tli ' 6Bht - ek( - $,33 zf rdd\

1217) Ihc ongulor accalo@Iion of a flywheEl dec.coses uni-&rmly fi.om 8 roa pcrsc.2 in 6 sac al y/hich limc ils anguto. vale.ily ib a2 tud Fs sc:. Coopvle lhc ntliat oroogulor ,lelo.ily

\lhc numbo. of rEyoiuiions modo duflrig the 6scc in{ee"ot.Gtopc .

E+--1

) t r -cc r r or ' ! \ r 'o e 'o3 dt/dt , 6aht, a/61, 4s.33

de/& - 6t -1'z/2 +12A . 4 ' - t " / e + e L t c

i f o = o 1 , \ t . o . ' . c " oo . 7 i l . 6

4 - +(e')- 161"/e +pQ\& ' 1 9 4 r c d+.1bot )4i - za,6s (.v.

dtf/dl - a-If - b L - L " h r c

f-aa t a.6a2 - B(d- 67a ra

c ' 1 2tt .ot i t .ot t - 6I - l ' / , r 12

Page 104: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

Chop lo r {4

Worh \ Enorgy

198 199

lb= ze/+

a.o6,) Whol for€o p witl qivo tho.yslch ol bodics s,hoqn ;nfiap_A6 o .alo.i+f of 30 fl Wr lcc allor n|oti^q zo ft lron rcsl ?

a " .o'/2(a.) = 22,6 (1/s'

27, , 1, - rp6 goa) -[a(az.zl/ez,zp,3e9,ea - so(o,2) . so(rz.s)

P - 4.'4,2o tb

i

IrlIir

il

,a- 6s,o6 r [email protected]&'(ae) r aoosiag-[uo Qz,afl/alz

It- t99,2+ lb-t<t) Fhd ll€ wbd'|.1 of Lod/ A in Fqp-rot oflar'i hos nolcdto0 fiom esl isunE lt putbrt tobo {,crghllcsc &\ fr;ct,a,tc€c.

^ t r tl'@ \- a'3aar/az.z

A +-:ry+3'o^ - It

I r / I to. ,24^ Ii N-1,\ *r;= o

-l!t29t m-1, {?n/3e,4h.)

It - 20b - 6,21 06'14.

zd -6,.1(2a^)

l.- t@ -1L4zO^ - .-@

, (td - 12.42 a\\). e@ t sae a^

a@- 24.940,\ - 3e + g,32 o^[email protected], f t5a^

O^ - 2.a3 fl/c?

v|'$!ae)@\v^. 7,cs fl/s

sr,1

\ r F

Page 105: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

laoa) Th.ouqh whal dislanco wlll bod/ A in Fril P- 1ao0 ma/o in

chonqing iis "doailv f"on a ll pa" ee la 1a-ll wt'e''

411 = 1 . ' c +4 ,66A^ - -@

2(2oO - 6.210^) .31. | 4 66 O^

4oo - 12 t+2o^ .3oot4 ,cGA^

1 6 0 ' 1 7 , O O A ^

o ^ ; s a 6 f l / s "v|" -u^i - zas^t22 6 ' ' 2(5 as)s^

s^ - 9.8 [1

.L S le@lI J - - ,

J l@ zn -t, -(a/to zt o^\ - 2oo'6.21a^ - -@

P^''11' a^'zae

v 21\-1,

4 l1e b_aaa.&%,.,)o6| @ h - . L n r a l ' a 6 .

k- 3oar e,32(o^/t)

' | \ 22 L - 3 d 4 , 1 2 . + 2 O ^ - ' : +

z(2o+'b 6+a^) . ea4 t 1..42 oA

S"< 4aa 3a2aa' 3'|'1 112 +2 o^

.)Q(.scd) 'o4 +s.i cirr6dlr i) o^. zosfr/<

T. 32n(o,L) - 24o -6oo/1..2)a^ Y^2 - 2ac

11'a4 rr,+2o^ - .-o ' !^ . [rdalfr4).,X 06 ?o.

^ y^, zooll /s

\1 T, '?r. - -@

-rI4%i."at*)

,&&'4' t"a-no(p,) v=Pa/et a\aa

1 a ' | d a - 9 e 2 a e

200 201

fo.) ln whoi dl;loocc will bloak A,of Fiqp-nas dtoi^ a eelo-irty of tz (l par ee, elonlinq frDm 16€17

l l \4

\ { . . 2 I . . e 4 r f , 4 4 a ^ - O\)a{'

)S'i'c'-l 4 \3

vsa.,t h 2(2oa fl ao,)' re t,? a2a\\ - s2o(6,2) + 2ao <[email protected])a^ - 4co,37,20a^ . Bo.4 ! 12,42 e^

It ' zo4 r v.az o^ - 'O b4 - 4a.7.7^,. + o. ' 2a^ a^. z.oo {t /< '{-Qq l,.zr, - -6 tl . ro,,

',iAfru

24o 1oo(o ') 12 'Ma.j Xla\ttE(td) L- 24 - I,a2Aa

+(tPt,/ f4.2.4 - oB2 (rd\)

fa.20+-rc,a41^ -.-<q1411.)

0ot.foca

bat ^ slol6 tm,n rc€l ;n lhc pasi l rbn shon in fb p rar l''ts "atoo'|t offar il hoe ̂ awa $fl oto q i.c {n.r,o.,6aa un

p " . 2 ( ^ a a ) € ^

S^ = 3a,a1{1.

Subslilule Y6 lo \tlaoa - 3,11(0) ' | 4 ,66y^a

Y^ '17 .. FI/s2".!E*{ . n'4. pia" - 6'

2.az/at . 2^dr /dt

p:N - 10/4g (y',\/"2)2aa G/, - a) = zoo/61.a vs' ! atb/.4,4u^z

14@ . s,r1\/8. + 4.6V^, - . . O1t12,) Fi :nd lh. \c lo. t t r of boar AinFiq.p,1a1of1e. l l hrs|rolad, 6lartirs i.am .asl ot tho gNon ryvitior,, lor gltdong lholnollonlos€ su.la.c 6hrwn

Page 106: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

v^ - 16,66 ll/€

+cat t*o "t;a"*', cc,^"d'li V"Vt'+' 'isid link 1ofl ldng ' nalc- i^

lho fn.l;oalo66 quidcs sna,m In tiqP 143 Daicrntnc ltr- \ctel

i ; , i ;";" . ' in 'r p 'r '"" lrdm 'c€l whcn r'c' lrcorrt bcro{A

Ascoflo W^-We = 10, lb qwc ''eo lb

Rw - z*/ag ('t'-\"') "2d(0-10) = td/6++v; | 1'o/c+aY^

6' 'tuv40)' - -@

frcn'l, l,+@ ' 3.1.1'1.' | 4'66v^'

6ab.$lvla 2lo1' "rroo " 2.11(6v"/rc)- t 4,eevt

4,ro| - o,tA'la'

14la) Ropcal Pr,b i1E

f ' . 1b ' - b ' ' f . 6 f1

z/dt/dL t 2ldr /dL 'o

/ ' 8 t l2rd/y'dt | 2f drhro

6v6 " - av^

u^, ,1ev./e)., _0

RN - 2tt/t4 (!'-,k')'' ta (.ct .i) r soe\ ' @lac + t,' ',44tv| 'sn/"aavj

@o -- \..GU^' I l,SavAz 1oJ7CVt'

sao. l,rEV^4, 4 e1ve2 ' -@

s@ " 1, 66 (36'.^/61) + 2 33'/ e'

Y l ' .125 f l /e .

whon r '6f lv""(oYate) ' - -U

*N - z\!/2g Q" 'a.)

w)t3a-4 r 60@) = 1d/c41 \^' r@16+a\{'W,

s@ = t.ssv, ' t t .ss re': g!::A

202203

b& - 1,5c ' \ t^ t 1 t ,33Vs2 , -@

suh6lllla 1 lo I,

b() . t ee Gave"/ r . ) | , .3 . , ra.',t6 " 1g,ea l|/q

fir,/.) A soiq, | ;s a aPad] lrcna poei''on )uet atn"a, brl nd @r-ching, a 6pinq. thow tl.a hnrrmum dcbrnoltbn p.odrrood will bcf*rco lhat rf fho samo worght iE g@iualtr lowd4u/n,ll'. cpnry,

' /e kt, ., 9.

ak,.Ava4/0,6""6 - 26"

waighiflg 46,6 tb is dto$d lron o hcighi of afl.whosc modulus is loo lb po. in Whot volecilywilloi tho instcnl lho spnnq ie dolormd + in.?

50th iT=-

_-H_*(wb)-lz*t! " wv'/zq

96,6 (a I a/12) - t/2 (.rttz)(+/z)n - so.a/6a,+f! - 1s.32 {1/s.

i41g) A 6e tb dcak stidca daffi an incl;na having o stopc of z'!arIi<:al lo4 hartzonlal. 11 sloris lrom.csl \ ofra. noi.q af@I,ElrikoE o spri.g whoso modutuE ie ioo tb po-fl tt lhe aalficinloi i.rnelic iricl on i6 o,lD, ltnd tho morimum \ctaalf of tha btocK.

[w?/s) w(4/sYa.r))kl I -'/zxs' =wvfq6cb?t6)P/s - vs@,iil - iu)/1E "(at/64.1v.

26a6 | tus6 -soog - g,z2v"

tho blook hovo6lvaa:W - 9 6 , 6 l bh - ,+f l .

^. 1& lbln

t _g'6" + inPoAA !'btoc;ly

6i"cn:

d . 4 f lRcaA'

Page 107: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

i

diffcrEnl;ofo voloc,ly wrlh rcstr..l b 5,% a - @ s ' s ' u k t d

6 - z.e+fl (6 aat. vatoaily)6@(4 r 2,64) l./s - 1/s@41- 5o(2.a)' " sa2'r'

y . tr"2a fl/e .

4n) thrcugh lnd dillon:, 'l'u61 l a .'a lb block of P'ob la1e

slido frDm;t boforE loochinq thc sfnnq if ils'laloailf ic bM

ol lho inrlont lha spnnq tc dat nn d 3fl f As.umc lhc gprinq cons-

lon! i. ahongaa tu s blh

Y.10l l /66 . 3 l l

K' aatb/in

?Jrra - "-t ux, "l @,') -po a "t o1f / z'lea*dl,/s+,+

d - 6.67 {1.

w1) A waigl\l of w lb \6 se€pondct f.cd o vc.licol cPihs (Ftq P-

z1l *ho!r'. n.i,ulus i6 K lb pd. fl. Ihe *oiqhl ia pvtlod doa s fl.

S utt\6' = rayrq

F . " S "\ 's J r'0fu

r22) Iha rtqid ho.i:o.l;l sha.o tn ftA P1422 i€ suPTrlc4 \ 2

€prings. A 3oo lb wciqhl i6 lha plocod uPn lte bor ai a. A uddan

btc,. priaots tho woighl la{o.d A wilh on inif;al wlooilt of 6ll/c'

vvhol i . r le /c loc t / *hcl r l .coaha< A? t tagtcLt {r ,c l ,o" \ ] t*c -

fnom ile cquil;bcru4 posil,bn \ thon rcl.a.ad. OclamJr.(, il7 lato-

city whcn il |"d1urd6 lo tho oquilibn,um position .

sht of lho bor3oo r rca G)0,) - so(1,)6

6 - o.5ft{sn/6+,40; -6'\ + 1q1,r)(a.f ' ub/rlz)Co s)"

\t2 - 4.161 l1 /s

204 206

t2r) Nagl.El friclion of lrrc ao-tb collo. ogainsl ii€ yorticotqutdo\ cohputo lho volo'lly ol thc ,:o|o. oft., I t6l. fottcn z fl , sl;d .ing frum rc.ei n tha posilion chown in Ft p-1a23. Jhc unsl^:lched

h2a.) P.pcal

Rc,2d : uat.rjV

PcqA: s e\l

lcng1h af lhc ep",nq ic :f1.| .

Fi? 'a.2aell6 . - 4 , 2 4 3 - 3 - 1 , 2 4 2 1 7 .aG') r t/, G,12) (1,2at)z -(aa/6aAJy2

\/ - 16,26s fl/sr "G r ; t . " r i .62- s-e - 2f i .

ao(a) - lz(sx2)(r), .(ao/6iA\(v: -16,.6s,)u2" - 332.21 f l7s,v ' . 1 b . 2 i l l / e .

p'?b. fz3 if thc unslrrl c*n long|l. of lbd sprtnq is 2fi.

L. Fl* = a.2+3 f!.6.- a.A3 -2 - 2,2a8l l_

a@) +,/, (s,.2)(2.2a3)' = ("4/at.4) yoY - 2o,88s fl/s

6' -s-2 - 3l l .aot+\ . ,/, (s^12)(z)2 -(co/e+.+)(v,^ - zo.ses")

Yt2 . 299,1\z = 16,1 fi/s

l

'423) lll, .or in FtA. P (2e i€ noetne lokord lho bunpor spring\ hos o klncli: oncrgy of 1@,ot in.tb Tho rrr'n bmpcr.Ehicld(9o) 1s .rnncclcd lo lho flbin sp.,ns, whrzh tr/€ a noa)tus oflooolbpor in. lho.lyio oq'riia./ bohpen 6hrold6 (b) o ra 12 n. *Aina aat^ca.

?,fio.h? 9 a.<xrndaa/ spi\ngi, @ch ol whbh tr.s o nadutue oi

5oo ll po. in. wlai lle otr ie broughl io no€l, whol will hovo bcclllla gralael n6tomcnl oo ? 't1:rnr ic.co^tooc ol thc eeaw hasoD.orlw W thc .tvt^ 6pnnq '

Page 108: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

y2 (ooo) (er6)2 r'/.(2)(@) 6' = 1@'o@s@ 64' | 246 r b2') r sd)6" ' ta,ao

1@06" I a2o&6 -26cxa.o

6 ' t 1 2 6 - 2 8 ' o6 ' -:ztJ€dliEzet- - zin'

. S L 3 1 1 ? - 2 t 1 2 = 1 4 n .

K E s ' Y 4 k ( 1 2 r E ) "KEs 'h1o@\(tz1z) ' " sEot)o

/" . KA^E . s^a1o/ooooa 'ss'/

t+2s.) A l,oin watghing 1@ lans 1. baing WtEn up lo 21, gndo ha

lnoin €.sielonco \c cona+onl aI lolbp$ +ao. 1la sx.d of the lmink tra,.aeca tran afr per 6cc toaflparecc in oaistoncaof tcnafl.fina lho mo,'mum lo.sc .o|\cr ddclopaJ

9olh:

7- lolb/+ooes- 4bof1.

Kcqo fr {ch In nP.

2 .s - w/ra &'-ua"j

lr -lr,bo>- rco(iuol1o,46afl -.ao -We

, , " F - 9 , 7 2 6 . 7 1 | b' Hp. 7v -le,zze,r Gafl/sso

fr) walc. n""" ln ,n^'l *!ii"nt". aab.a* u'ndcn o hoodofa@fl 1o dd'a a l"$:1ne. Thc iurbine is @1, offdeal v.,k co""al.d la a sonc@la. \y'c \e sa'/, eficie.l. rvhol ls lhc pa.?an a.r+pulin Kilowo+is i

A.qa | tu||t ollpulSa)i .

P.'c. . 8Qh ' Fv

L - b 2 7 [ n C ^ t ) ' t ) L o o a l = t t e t . o t b

""/zq . acar . tr/bzr)G<n) - 16o,6nlshp = fv - [F6,1x6(16a 't/ssa

hp = 3e,7ts

206 207

e - outpjt /tnp,fo,9 " hp /3e,73

hp/iaeatrla - 3s.rs hp.

o 9+ ' hP/3s.1sh p . 3 3 . 6 r h p

p.r!o. Onlpot . a3"61 (01+6 Kw) ' zs,1 t<w.14.1) \Nolar e^+crs a hydrcult:c .cacl,:o^ lu*;no w/ a \at<itff of 12f\ pa" 6& q, barcs il 3n bwor wi.th a lato.ily of a fl F.rcd.. IfM.t&ab olwolar lloa lhrclgh +la +u,$.tne o&h,*co.d,.ahwtcth6 ho.sopowdn dulpul Aseunc th6 lu.b;nc ie w,/, effii,cnl .

Oi"cn :v t -u f t / sv, '1f l /sc - aol.

h - 3 l+ .R.qa ' Lp orlp"lst6 .

u7,s = Y'Vq + b+ntp).ftGra) -afuoz,\ r 3 t,,

.H - 4,9a76 f{.Hp.*"" ' trH - too,to"(+,setu) - +ggte x,o. fr-lV

Hp' asa.rcry3.N, thp . go6.U np.-rsd I+-!!e - p-tp,tt

/c;r"+

a.B - p@to,t /so6,ba hpPu tp "1 ' 725s t rp

Page 109: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

$iIl{rt,t

i

ChaP+or 15

lmpulec \ l t46monlum

208 20s

1e..:') A Boo tb bfoch i.s in contoul wilh a tavel plci c lrhoso cooff;oroal of hrhelrb fi^iction is o.to. Jf lhc btocy, is aclrjdupo^ W o ho.izbnlal . forEo ofsolb,whol limo will olopgo b€forD lho block tuochcg o vato;tfy of 4g,3 ft pc. €ec, s+o. -ling f.om rs6l ? lf lho.eo-tb fauie ltwo ncmovcd, how much\ongor will lho blook anlinua Io nyxo?Aivon: ; goth:w-:oclb, F-.eolby'L.o,1, ' , r= 4e3 f l /e,QcqA: tnno Zr, =o

lso-3do(o,1t t - 3oo/32.2 Gs.z)t 2 2 5 s c .

z.t(o1) | - 3oo/32,a (4eB)| - 19 eac

$aa) ,A

horlzanlol fora of zoolb puchos o 2aa,tb btocK upon lndlno whoso stcpo is 3 ve.loal lo horiz.nlo!. lf {*=o,2,dalarninj +ha linc roqurcA lo inorcoso |ha "atocily ai Ihcblock f.orn 1o tu50 fi porcco.6i ton: soth: - t| .3o.tb. N= 2oota . .<11,.2-m-/+: / "-o.z st*yff,e4;u1= toft/s'h-sofi/sp.c4d | tr"tma lzoa tza , uo(oa\] t = zaAzz (scto)

1161 - 246,4s

t .1,60 aa. .$$) AircoI contml tmpocl acans bal. a ro,lb body rrcli^S1o thc rlght ol slt pc. ad. v, a aadl ol *dtqnj i ..'oin;,orno rct r ol 3 pc- ,,cL lhc traLcrcol ol rcsl i l" I ion a_ o,s.I\,n

,aDo:,| thc 1oa b tbdy rcbounds io t^o tofl at 2 fl/6atU^el.,rn're l'. \\c'ghl N ol lha olnor booloNon gdlh:

W^V^TWBVA .W^V{rWrVEi\^-.511/s.yi ' 2f t /s 1@(b)- 3w = 1&(-z) t wvewE .w , vs - .e {l/sRcqA: \Noighl

7 O O = 3 W + W V 6 ' - . . - @

e. vs' vx/v^ vao,E- ' , /s ' re/s-L<)

"/d - 2(1/<

Page 110: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

Eao.J A qolf ool E dropwd ft.ma hcghl ol 2ofl vPona horaon&. slco ptola thc cocfftcienl of rcslilui'on is oee

frind lta hoiahl td which lho boll rcbounds on lha lr€1, 2nd,

slhsliluto Vi 10 aqu<rliot\ 1,

/oo =3wf w(a)W - l a o l b

8\ lhird bouncos.

6kcn th- zo t l , a= a ,e94Reqa: h1,h, \ hs

solh j

)(o,adi'6i.ne

h4 - 12,7e {7(o,asa)" (he) -h3

'@

h3'1.,21 {'1.

Ys'= 'Fgo ) h- I-c11,226 - {4?44

c - 4,61

h' 6-4,61 - 3,49f | .

cos+ - 3 aq/B -0,4237s

1/ - 65"

" =.F,,i, .J-tu/r . jb/*

o osl ' ft/zo .- hr =losofi

ts.ls) Ih; bolls A&,s 'n Fiq p 1516 orc allochad +o sli(fof ncgligibla wotghL Boll n G rolodgod fr-om r€sl &. allo$€d1o n1.166 B lf tho cooino,cnf of roslliution ic 0'6, dalarnina

tho onglo e lhnough which boll B will o*inq ll tho rmpool

lrr.ls lar a,ot saq. alsa ft:nd lha a.oruEo inpd fotx

h =€f l . ; b - 1o's =,ef i

v^ -{-4h -F66G . n's+rik\^(^V^.wAVi lWsv€'3a(i.sa) = 3al^1 | z'Jv

'

s 3 4 2 . 3 0 V ^ t 2 A " / a '

o.e .(,r/ v' ),/6t. a1 o)to,1/ - vz v^ -

fra.. 2, v^'. 16' tu,7)

s36,2 - 3a('/a -1a,7)) I 2oVB'

5 3A 2 = SAVa ' 323,1 1 2ayB

861,3 = saVB' * ys'- 17,226 {l/s

2LO 2r l

!5aa),Thc sgslom shown i.) l-q p 'l..ir ts Lscd to.lelcc-m|nc.rho c@f i lcront ol resf, l , l ron l l bott /1 ;e 12lsoroo 1*^rast.\ boll D s,*ings .lhrorgh 0. ss,i aftac A";"9 ,tr""n, Ll

Solh: cos 60- hio ers s,,1' . h./gh ' ' + , s l l

C ' 8 4 , s - a t t !vs - F@4Gd) -A,3s#/s

W^V^ .W^V^ I W9VA'3o67.9a') - 3ov^ r 2o(&,re,

ui " 8.37 fl/.e = &s'-v^')^/^ -vB) - (+.ts - s,zt)/<tt,o+,o)

o ' 0'333ts+2..), A bo is lhrown ot on ahglo e wih jhe narmot lo o s_-mll l ,w: l l

os chowo in f ,b p vsz ,L .et :ouno. ot on oo,xte1

*lli l: nornol. sho6 that tt acflnetl ,f .*,r",;;;:axPwsecd by o= Io e/bns' .

. _yi cose/,r1coget r o m t . V " \ . s , . e / 1 r €

e,Cy,:s,:9(:9,e_) . tane o,t estno \ vc.se l

c . ron) /Lono$as) A boll is lhrown w,lh ̂ . .-,^-.r. .t .A A L^. - , ._ , ,

. . ,_ . . * , , . u "aoct t / o l co l t por sc. t : . d t ia : , ,

h=" f tb " 10 -s .511v^ ' . t2qh ' t rzo2 .21(s

- t?,s+ Ms

:1 !- !. * t\ thc hor ua tt a, .r"; ; :;;;'' ";:":7":r:t*thc tatl ie rat.,a.cd (rom s p6si,on a6,t,c ta".t a,o,^i;, ;"",," l; ;:.,;",' 'rT.J""rii""J"l,1!,ii,of rcalilul,on bolwocn bart b\wa| i6 a,6, Ho* far gem t6o wollM tn" b"tt elriNe lh". qrcund 2

: '1:.,u whcn thobo,r st! ta. thc arouno

Page 111: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

iIII

Iii..

i '

ili

ili

I

i

il

:'

I

IiI

jIIIIII

I

Il

7 -iosnPt ,'/tgtl

34,07 - 11,1 statt c.l | 161 l'

16,11r | 821-a4d1 'o

f -vo snet - h ot'f - Ea s'"6o(1 d - '/, G,'2)(1 6)'

f - 2 s o 7 f i1 . 6 r 2 8 , 0 7 . 3 . ' , 0 7 f | .

\f - (sa @s6o)' = a

\vt - vor" 2o, g

,r' -(so!,'"Go)' .,hG2,2)(28 01)\ry - s'2 fl/s

,,tr,t.,Fai6,z' = 26:1 l!/e,x'- lon-1 b,2tt'zs - 18,16'

x -\o c.sft'1 @e 28,6b (4 222 )

x - 18.a11.

e - taer /'t.1^0.6 - \ t62 ̂ /26 .31 tLEts .L '

24,51st ',t6,1e- - v6zf' f t2f " s,2f l /s

vs, ' [G-ia 2"

/ - t o n 1 b ! / : s

2122t3

$.4,) ns shown in Fb.p-16ag, o ao-tb bo| movng hor;zonloltyto lho.nighl wilh.o vcto.'.,

.ol g fi pd. ec, ca id.L obt;quatf w/o^ 30 )o barl.^movinq up_ to lhc lcfl ot 4' to tta tori:I/oiol ol ro

lt F,r sc. tl .lho. co6ltr.,ont Of rE6l,tu'ioD ic 0,6, &t.'|rlioc lha

.9:Y \ d,.€ct,bn 6 tta wtoc\ly of qch bo| a,i" t ini,ait6por_

&Vr rm,{r ..riv;, r m,Vr',14(d - *(1ocd$ , +v,i, +*a{t60t2 - ao\tli + suL _..-@c -(\h; -\;)/!,,_w^

a6 .&; - yrt)/ s, $cas'to =vr i v, , , - . . ,@

m,rb rnuq/ - r{il + r',rrv,'y6(tos^ztt ..flv| *u.; -6n/6

fro,n z, u,; -roirr' .u*. r0,6o,a - aov,', teo(ao+v.i)60,2 - 4oy, i lere\ i-239,0 - dv.i

vti =-e,+a fl/s

e -Ian-1vtth.l - ka-t s/s,57t " 3 2 2 7 ,

Ye " &26 fl/s qlo righ+ oI31 2r' \4/ lnr b\zo^+ol

--!- i M, ) fM.)- l!-

M,V rMrV - M,va' lMrV.'K4 - th Mtli + '/, M2v2.

\^ =8.4a I l/9

Yt'-Y+a . 3 aa fl/s to that'flf.oa:L]r; .10t (-3.a3) - .,5.rt1/s

v . .JY, '+v , i '' u, .vs.F-a,s. . o,ze n/"

r.t.. t/r uN;' I t/l^.ya''c ' ' t2 ' -V'

Page 112: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

Ii

r) A rigid bor CASD s'Jpporlcd 06 shdwn .,n Fig.g is c,cloctupon by lwo cquol horizonlol foroes p qppti€d ot c \o Oal-Oulolg lhc r€octions lhol. $,ill be inducod a'l thc poinl6 ofuru-

PROBLEMs

Pport. AqEU.ne 1'.rf t , o.3{t, b. 2f lAn€. Rb " -Ro . o,zgP

2) Owinq to thc wcight W of the locomoliva 6hov{n in Ftg. E, Iroacibn6 ol *'e lwo pdinlc of 6uppo.l A\B wi[ eochb,e e-q@l lo w/,. wt'cn tkE locomotivc 16 pulling o lro:,n { th€drrh^,bo. pull p h ju6l cquol.lo the lolot friclion ol fie pls.c,foontool A \ ts, deto mine lhc mognlludes of lhe vcrlicolr€@l ions Ro tA Rb . An€ Ro" ,+ -g r ,Rb .+ r# .

214 216

Page 113: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

s) A boql i6 movcd unilormv olrf\g o aoft)\ bv lwo ho__

se6 pul l inq with f i r rrs p'?oo lb hQ '24olb ocl ing und€'

o^ onqtc a'@' (Fis ,\) Dclermine lh6 oogrirludc of lhe

r€€ullon{ p'rll on lhc bool t .' lhe ongle p \-Y oG chown In

t h e f ' g u . e . n r € R = 3 s 2 l b i p ' 3 a ' i 1 ' 2 7 ' '

+) For lhe porticulor poirlion srwwn in Fig C +hc cat\'*E-

{ioq Fod RA of on Gnginc eqrls o f6.c P" 9oo lb on lha

cronkFi'n ol A. Re6ol!c 'lhis fa.ct inlo lwo rgal(''p,vla' cofi'

ronenl6 th -,-FL, opling hori:.nlolly L' venlicallv, ol A''

n n s . P h = 4 f s l b i P " ' 1 r r l b '

216 217

.t f\ vcrticol loo.l P j€ cuppo.icd trl o t.iongutor rrrack {os shown in F9.6 F;^d lh€ lo.ccs +.!nshi+tcd io thc boltgn \6. nsGume thot lhe boll B flts loosely i. o vc.liool610lin lhc plotc. nns. Ro.1.2sp i Rb .O.7sP

Choplcr 3;i) A w6ightl€€6 ba. Ag tc a%d-led :n o vcrticot ptono to hingo of A ,r o lie boir 9C, o6, g]hon . Dotedn,no, gmphi-collT, llr€ otbl l6tt S 'n&Jcad in lho lie bor b, thc ocltirn c,fo .t€liool lood P alpl:€d o+ R.

S = 2P (t(,|€an)

:

l

Page 114: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

2) A rorlsr of rcdio. ' = t2 t^ \ *c ohl q' eoo lb i6 lo be PUF

,.a' *.' o ** of helght h ' 6 in b't' o Y\orlt4n{ol fcrtc p op-

o':.i, *" "- of o j"i"q w"'"a oround lhdci@-fc€ncc

.f thc rorrer ' F,hd rhe moqn'tude at ' reqi'rca +o 6lo''t the

rorrer .!€r tf€ curb A^E P " 260 tb

3) A bol of wd,qhi w rc6r upo. o sdath hor,3t:l *T^-a

i1.""1".i" i.- 'r, cr^\ar \*o elr;'s< \s t* Ao Yeh''h poss o

"J fi.*tr.'.* purbro al 6 tr-c tl. -'ry r"d'^p '":' ::'::'1"

;;. ;" ;" ti rt'e .ri"g A6 'q ho'-'zorlor' F"d t\eo qe '*

il";,nJ;;,"" ;; .o-" *''n rho Fb'rzontor whe4 rhe Et'rr is

; ; ;; i;" .r i"t,;".i,. A16o f''d rhe P"€s"e R be{*c€n

lhe boll 0,, lhe Plonc.- ' ' f , r " dosn -P /q tA -w

- K=Pr

2ta2ts

a) oatcmi,ne ttrc o>bt lcrcra q &- Sa induocd i. tho borcAC la Ec in lho Fiqvr. doe +o lhc oclioo of the hori:a^lot op-pl\ed load ol C. Tho bor€ orc hing€d togolhcr ol 6 & to lhc

d n n ebcl.io 'liqht fiitu.c of wcighl q-.orb 's supporled os6ho{n. DcieFmine lhe }ensile lc.cedq -riq in the wi.es BA &BC if lh€ii ongles of rncl'nol|on or€ o€ €hown

Ans 5, '2s€16 ; 52 = 2a7 lb

Page 115: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

tu^,J-a 1l:I8ffff; lhc rcoclio^ ol A \ th€ force S h ltre bor oEduc

ro ir'c oct,on of lf'" Uods P t'! oppl'ed lo lhe crone' oe srowrt

n-JJir. -",gr'r of lhc crone ( osEurnc idcol hinses ol A' q

q e. a+'"-' thot P'.5ool:: 1'.1:-.o.:s:i

-o--.1 Anc. Ro = 11'{o lb i S r 1ei95 tb comprc€ion

,) O€la.mir€ ttE oriol 6.€c6 in o bor€ 1'2'3'4'L' o'f ihc plonc

i** "r"**ra Llood"d ot sho'n Ans q'-P;92'+Pi

9,t- -oiaP i 94' o142P ,9e - -O'333P

d Det "niie th. &.ce s in lhe bo' As of lfp Plonc true€ lood_

cd \ slppo.ldd 05 efrM Atc s = o+3P

220 22r

aJ A plor€ fiqure-f€ur liorne nBoE i. @pporred on on Inor,necrplone E\ looded os 6hown. Colculolc lhe ot;ol lore indoccd in

Ans. Sbd " .106.7 rb, tension

s) Two b@6s AB\BC, joined ioq€1h6r bro hingc B,o,€ 6upF€r,-,cd bt to!- bot.. h,ngod ol rfE,. ends Dete.;,ne lhe 10(6 p,odu-ced in eooh ol lhd6e borE due lo if€ octio^ of lhe toocr p = soolb.dime.eio^ o{ ihc €l.ucturc orc os €hclM. Ans. Sa' 1oo lb.codp.;ga"s. '26e lb, Cbf lpe.erof t i g ic=62rb. tenston.

t Whot i€ the neccesory cocmiccnf of ld:.i6n bclwccn tirc6 krEodwoy io enoble the lbo. wl"€!l drive o! tohobjle lo c|tinb o 30 7.

Page 116: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

r ) A emoolh c,rculo. c/l,.der of waqht Q 8i. tudue r 16 supPd'-

i.a u, *o e"*;,'.c"ro' c.'rin&r eoch of lhe qdme rodius ' (we'q-

i'iOi", "" .i^- 'r *e coefiaienl of oiolic f iciion b€tween ffp

flof locee of tL" g€mici'culo' c/li'rcers &' fhe.norizonlol flone-or

2) lrc bloc( hov'rg weqhlr w' !' wz o'c <h€lcd bv o €lFng \

*", ." n- -"t, pL*" "' "-*" l[ lhe onere ol l';cho^ for

"". io ' ." ' t .9, F' .d ihe roe' i ' lude t . o '"ecl ion of l t 'c leosl

i.,* p "op',ed to tl'e uopc' brocn thol wirl ;ndJcc al'drnq

An6 P-i" - (wi rw') srn{

;;il;.r -"t ls + = /2 L. fncfion bet*€en t'c c'lrinderE lhem -

!;et ee E neg\e.lcA, &lermine lhe molihunl diEt'nce b belwcen

the ce.le.s B 8(6 fo. which equilibnum will be po6eibl€ qoui

lhe middle cyli.de. iouching {he ho'izonlol plone

t ' nna b@* - 2 e3'

a) Re f'rine !o lhe fiburc ' the coefficiehb of flic tlon arc os fol-

6, o* "ritu froo., o 3 o+ the woll,!( o 2 belween blook€ Find

fhe minidun ',olue ofa horizontol for€e p opplied {o thc lowe'

block thol will hold ihe o/slem in eqlilibriud nn€ p-in = 81'2lb

iiI

i l

, i222

223

Ii F) A sor,d .qhl cirarlo co€ ot otilude h - r, h. k md,u6 d:

bo6e .=t'n. hae its c€nterofsr.ov v Co^it6 E€otrctrio ari6olldi€lonce h/a - 3 in. obovc thc bose . Thic conc r€sts on oo |ncr Inedplone n g, whah mor,es on ongte of 30. wrih ihe ho.izonfol qfo.which ihecoeffic,enl of fFiciion isA=op.AhoF:.ntot Force pie opplied lo the ye.iex O of th€ conc &obi6 in lhe verliool ptoneol lhe fraLle es rhc*.. F,hd ihe morimum t(rrlioimirm votues olP consisfenl with eqrJtlibrturn of ll-rc ooire tf the wehrrt w-

Ans. P*, - a.61tb ; Pm,n = o,sgs lb.

1) ln thc coseolthe t.ipod €hown iherc is no f.iclion bclweenthc ends of the less E'^ the ftoor on which {hey.est ro pre,,en}slipp;ng of the lcgs lheir end6 ore connecled t gtrings otongthe li.es AB,BC, \AC Derermine then +he ren€ite lor€€ S inedch oflhe6e st.i.gs iFeoch teq mofcE 30. w;lh lhe ve.l;cojPG o "e.ltaol lo.ta

2) Deiermlne ihe lorces prcdlced in |he bors 1 fo6,itlctusiye.ol Ire spoce tru€6 ch@n, owing io the oction of lour ve-i,catloods p opplied 06 eho*n . ACpD ?\ A'C,B-p, one lwo Gquoreswilh porc lel sides of te.91h6 o E! 20. .€6p€clrve,y, u<^ lhe

l

Page 117: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

224 225

O A pJlle/ A of mdrirs o is guppo.led fnom lhe Foce ofo\€.trcol woll b/ +wo brocca nB&AC logalhcr wi+h o fre ba.a6 6hown. A flelible cord EAF i6 losl€ncd to {he woitot E,prqs_ses ove. thc pullq/, &- c.die6 ol ila erd Fa r@d q. Find thela1!;le fo.pe S pradu@A ri1 the +,e bo. AD lf e, botb,a=6irb . 1 l \ c - z ' / 2 f l . A n 6 s . r 3 r b

Chopier 7 jr) n ho.nogeneous slende. wi.e 12in. tong ,e benl in lwo.ri,gnt ongle-s os shown Det€.minc 1tle coordinoleG of ilsoen_

Page 118: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

z) A stccl st€fl oi c,rculor croee €edlio. ho€ o cirEular sleolhub prc66cd onlo if os shown Fo. tho di.hcns;on€ ebown in ttc

flqure, dcle.mine tho di6lonc? xc fron ih€ lefl cnd of the shofl10 lhe cenle. of grotti l c of lhe compogrle body.

Ans N.- 624 i^

3) A hohogcneouE body consisls of o ciccular cvlind.icol Po.-llon of mdius r olloche-d io o heoispheriaol Portion ol rodiug

r oE sha{n Deie.minc the heiqhl h of the c/lindFical po.tion lf

lhe oenler ol grovily of the composlte body lieo ol ihe cenlc.

C ot fhe citculor p..lope lice of thc hemispherc. Ad6. h'r/,{t

a) A honrogcneous body co€lgls ofo righl ci.culo. conicol por-

tion oliocfled to o hemlsphe.icdl portron of rodius r o6 6h-

o.,n Delermine the oltllvde h of lhe cone l| the aenle" ol

9o"i1y of ihe compoeife tlod/ cc;no'ijes w,th lh€ oentc.C of

T

ih€ aroulor roso ol lhe cone

% r/ i \ , l

K-i.jfi---w

226227

5) Delcrmine the coordinote yc of the c€oier of gft,vily ofo stel rilel hoving fhe d;hcnGions shorn in Fig.H. As€umclhe beod of lhe rivei to be hemiephsc;"o|

chopter A ir) Fr.d th€ poto. momenlhovioq boso ir h\ ott;lude

of inerl;o of on ,soscetes +.,or.,,teh d'lh rcspe.l lo iis oper A

Ans Ja - bh3/a t hbT+e

Page 119: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

!) Frid thc polac morrrnl of incr^tio

Ecclor of rodiuG. b- cenl'ol onglcof lhc onco of o cirtulo'o( wllh ragp€cl +o i{s

Ans. Jo ' o.r'/+.

a) Calculole lhe mor"enl ofincriio

FiC. B wi lh fcsPecl lo lhe l -oxr€-of the shoded n r€o

Ans. Ir = 26 e3 in.+

228 225

d Coloulote lho momonl o{- incrlio of l|,c orEo of lhc onol!€&tion hohng llle dimcnsiong €fEwn in Fig.A wilh r€.6p6cllo o ccnltoidol ol.ic po.ollcl lo lhc x oxiE

nne. Ir . s,r6 ina

Choptc|. 10lr) A bodr storls lo rnovc, vcr+icollyupwond urdo. ihc in-flr5ncc of gmvily with or ririf iol vclooily i. = .ofps. Fird(o) Itp moimum he'qht to vvhich il will rteo C\ (b) tE tircq'.rinod for''t lo roium lo ilc iniliol po6ilion. ToF! thc atrolting point os tho ongin so {hoi )b.O \ ncalocl o;. rc6is*

Als . (o) )lrcr - 6.2 Cl ; (b) t . 1.24 6co.

Page 120: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

2) A {'oin is ho;€ down o slope of oocra with o vclocitY ol

:oolph. Al o ccrioin inElont thc engince. opP|b€ lhe bmFcs

1t p.oduceg o iolol r€.6i5tonce lo tolpn eq.nl lo onc-{enihof the weighf of the lmin . WhoJ disionce x witl lhe t.o;n

tmvel beforc slopping? Ans. X'32711-

i

a) lhe troin tr^ovol ie liom sjalion A to stojion B which ls1 Km opoFl ;n e minimum l ime of onc minulc. I f thc lminslo.ls frbm rcel af Gtolion A,&. occcler.oics at 2.8 n/s&,,contlnu6s ol co e+anl spepd h. decelarslee al 2.s 6/." u^-til lt 61op ot stolion B, f,hd lhe moyimum seeed in rni/nrHow long d;d l f l rovcl oi . lh is 1op speed.

A^e. s - 6a.76^m/h. ) t .763gs

e) rhc nof;o^ of o porliale is g ven by +he eqvalio^ s- aLa-31' i5 i r O wher€ s r€ ro {1. &, L ic in s€c. Conpulc Jhevoluec of v l^ o whcn i, - 16ec.

A n 6 . v = i n l s ; a = r c f l / s z

2gl

Page 121: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

Choolcr 'l'l :1') A rnolorcyclc & ridee of tolot wcighl w: sc)dlb tr6?el

in o vc.licol plone wilh c.or'etonl spocd v= 49 mPh olong

iha circulor 6r:rve AB of mdil/s r ' 1ooo fl' os 6hown Frr'd

lhc rcoclion R exe.icd on lhe molorc/cle bY tllc hocK os

il po66c6 lhe cresl C of lhc ouruc'n n 6 R = 4 9 2 l b '

l2) Thc cocfficicnf of frrclton bclwccn {cl ocpt|oll

\ the ti.cs of on oulomobile i6 folrnd lo hdvc lhc Yoluc,ra- o2r. Al whol conclonl 6p€cd v can flE oulornobilc iro-vcl orourB a cu.!e of (odivs F eoofl /out s\;ddi.tq 1f

the rood ]E lc.,ol ? nns- Ymr : 49 mPh.

232 233

-r)-.f n fig,.rrc bclorry. o hoorrcr ol wcqht w - 2 rb siqls leomrE6r ol n &. slid€s do*^ o rcal for which thc caff;;tcr rf-rcr 'on $ l- o.2 Ftdd lhc disloncc I to thc pcinf ,whcrc tt hils the gcound

a) In whol p.oporlion wilt thc moximum rorge ol o prqjec-lile &, incjrcoad if lhe iniliot vctocily i6

'irl(a<l€,cd- b,

1o F eal ? Ads 21 p<jr ccdl

s) fn lh€ f'gurE. ikrc pitol ofon sieptone ftyng hontzonlot-v wf rn con€lonl spccd 't 3oo nph ol o^ cle@lon h.2@oI

oboye o lcvel ploin wishee 1o bornb o lorgol B on the 916-und. nl whol onglee below +h; horizrntot shoutd hc scethc torget 01 thc inslont of rcleasing lhc bomb rln orderlo sco.e o hil ? Noglecl oie r"";n1o,o" A7,s. e - 22.12,

-- r--&A.i^ --I \ \

Illli1l

Page 122: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

t

Choptcr 12;r) lfro ormo|.rno of on oloclnic molon hos on onqulorspcod n= laoo rpm ol illo lnstonl whcn iho powo. i6 clrtoff. (o) lf 'l comos lo rosl in 6 6oc, coloulote Iho @.qulo.dacalarol\an c< oesuming thot lt'rs constonl (b) How rr,o-

^y cohplcilo rEvDlutlons oocs lhf orrnoluni mol'ir du'ing

lhre porjrod ? nns (o) d = 1or scc-'. I (b) so rcv

, Consido.ing ihe syglcm in tho fr'guro, dotormlno fho

vol,.,,o of & for which lhc ncgolivo ongulor occolorolio^O of lho bor OA hos l lE moximum voluo Ans. +'30'

244236

lho blocK C is rising

i A slcndor b'rl .igid €ornicirculor wirc o{-rEJius r icguppoilod in il6 own vorlicol Plono by c} hingo ol O & osmoolh pog A 06 shov.n. lf tho pca 610.l€ frorn o &, rnovos{ilh conslonl sped'to o\ong lho horr'zontol r oxls, lrndlhc onaulor volocily 6 of iho wi.o ot tho inslonl when e.60' . A n e . 4 = v o / c .

+) For {ho fiSurc shoen wAigivd/G i o(^= -1,5 rodls' 't!

2scc6. Fird thc voloclly \ occalololio of blocK c.nns. vc= 125mm/s i Ac = 3zs mm/sz

s) For tho figur€ chown, c( = 6o@a/sa '1g=6n. Ho.r losly6- r+t m/s

llL

tilii

Ij

! i

i

Ii

iil: i

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Page 123: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

f

I

l

z) oclcroino lho aynomiool dcflootion 5 lhot wll bo pro-d,uccd oi'lho c,slor of o 6i'nply slrppoilod boom by ollo-wi.g o .+ooo tb woighl lo drop onlo il fro'n o hoighl ofain. Whon q.odually opplid, lto .ga'io locd prodv@€ oslclic dcnoclion of o.1 in. Noglcof tho rno.6 of lho boom.

Ans . 6 ' 1 '@ in .

256 237

3) Whon o ball of woighl w rcst on o spring of oonsloni K.it producos o stotio dofloclion of t ln. How much will lllc€ofro botl compro66 tho6p.in9 if 11 lG droppcd fiorno l-aiqh " 1 fl? Ncaloct lho mae6 of tho spl^ing An6. 6 = 6 in.

a) A qrnoll block of wcighl w=lotb is givon on inifial volo-cily vo-ro fpe down tho inclincd plono shovn in Figr-ro.Iflho cooffioiont oC friction botwoon tho plonc \ lho blocK

'tc ,tL = o3, F6d {h6 vclocily v of lho blocK ctl B oflc. rf hos

lrpvclcd o d€toncod x.,5ofl. An6 . v=29 ,9 lps .

ll, i

Page 124: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

s) lf lho 6y6tom in Figt.E iE roloo6od fra,m rocf in lho con-

frgurutrbn srown by solid lhoE, fi''d lho rnorimum die{oncoh lhot fho v{ciqht p will bll Nogloc+ lriolion \ os!6umolhol lho pr.tllcys A t\g oro very smoll.

A^6. h - 4PQt/(4s2 -P2).

Chople. 151d A locrooliv€ wbigtrirg eo to"s hqs o wlocily of 10 mph 4bocke inlo o froilht cor woighing 10 lons thol.iE ot ft151 on olrvol lroc(. Aflpr couptrig is modo. w ilh what "olocrly vwill tho onliro systcrr' aolinua lo rano? Noglccl oll lriclion.

Ans. v = 8.52 mph.

2.) A wood blocK woighinq glb roEts on o smoolh ho.iz.n -

lol s',.iicc. A .cvolvo. bullot wcrilhing lz o. ie sl:ol t.it -

z:,nlolly inlo tho .Eido of tho block. If lhc blocK olloins oealaailf of rcfps whoi woe lhc rnuzzlo lalaat lof l|)cbullol ?

An9. v '1610 lp6.

238239

!) A no. wolgh;ng 15o lb .!ns h jump6 from o plor into oboot with o horizonlol volocily vr = 10 fp6. Asgumir€ thol lhoimpoci is cnlir€iy plo.slic, fiilcllho volocily wilh which thomon Eq bool y?ill movc owoy flo- lho pioc lf lho bool wci

nns. v -.4.3lps

+) A golf boll droppod from roe'r onlo o comoni 6idowolkrcbo,Jnag cighl- lonlhs of t l le hcqhl l t -mugh whrch l l lo l l .Nesicctlng oie rasistancc, dalarn;nc lhe arffbionl of

II

Page 125: Engineering Mechanics Statics and Dynamics by Ferdinand Singer Solutions

5) ln +hc fis,rro shoY?n, o smoll oor of woighf w 6ta'ts

from .sst oi A \10116 without friotion obng oo inclinod

olorc to B whc.€ rl i6 sl.lKcs o blooR olio of wolght w'u.

rn, t io l ly ol rE€l ndgum;ng o Plastrc rmpocl 6l B' lhc

co. &. bl; will movo f.om 6IaC oG a^e pontclc tf tho

coeff ,Zieni of fnrblron bctwcen lhc blorK \ Plono iq, ' ' { '

tla,6alcwlolc iho dretonce x to Poroit who'o tlio bodrc6* - l ^ r ' + A ^ s x = ^ 4 2 ( 1 '

1,fl