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Solucionário do capítulo 2 do livro Estatica e mecanica dos Materiais - Beer Johston
Tipologia: Manuais, Projetos, Pesquisas
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600N.
l l l l
2.1 and 2.2 Determinegraphicallythe magnitudeand^ direction^ of the resultantof the two forcesshown,using(a) the^ parallelogramlaw, (b) the^ fiangle rule.
?anr
'
t l l l l l l l l l l
c( - 47.8" (^) F= / gil ly
l l L - - l (^) l i l l l l l
ft=/s?/N t +7,
2.1 and 2.2 Determinegraphicallythe magnitudeand^ direction^ of the resultantof the (^) two forcesshown,using(a) the parallelogramlaw, (D)the^ trianglerule.
,foo u
Jvott
s{=^ 21,6" ft= 7Olb
R= (^) ?od/l /?r.s' {
trll
T I I - I T l l i l l 2.5 The force F'of magnitude the lines a-a andb-b, Determine componentof F alonghnea-ais I
l l l l l l l l l l l l l lb is to be resolvedinto two componentsalong by nigonometry the angle 4 knowing that the 0 l b. l r l l l l l l l l r r l
l l l l l l l l l l l l l l l r l l r r l l l
tr J a,q , .!a
lfrut oF ,f/NFs F tr"^ Sr, (^) €"'
Sr"*
SlNct F^ = taab frtu2 (^) 1o= 70 /b
'P col? ,/ ,/r !,
/oo // 70 / sln (^) €O' 'l/n^4 cr( = 3?,f" i | - - T | | ] - - T - _ _ - T - - - r
l l
4 , \
b /
c(
6 T h e l relines )mpon€
]-l
OICI a-a n t c __l I
-l-l
l F o f r and D- f F alot -n
nag b. rg li -l
nitu Det n e l --i I
d e l EITN
I
--l-*l- - | I 100N is to be resolve< ine by trigonometrytl is 120N. -Tr-T-n l
pon rwir
-- I I
l a r b /
Af ^ o',/ (^) ,/
g- (^) / ( F ' b t i'-t--1.-i-- (^) -l 5 > t v ; t > (^5) a -t^ ?a N
1'/^ol b t t\
I D^ ru^ 2c^ N/ 5 1 J^
B
L a^
o a 5 2 '
A 3 4 a (^4) a
2.7 Atrolley which movesalong a horizontatbeamis acteduponby two forcesas shown. (a) Ifuowing that a:25o,^ determineby tigonometry the magnitudeof the force P sothat the resultantforce^ exertedon^ the trolley is vertical.^ (b) What^ is the correspondingmagnitudeof the resultant?
l l l l l r l
/6oax'^
Lnw (^) oF Stryas
l 6 o o N _ F (^) _ R
/6'+6go=8oo-
r F=^
37.?8 N
(d ?*3#aN (b) ft=273oil
Z.g Adisabledautomobileis pulledby meansof trryoropesasshown. The^ tension inABis 500lb andthe^ angle uit25".^ Krrowingthattheresultantof thetwo forces appliedat A is directedalongthe^ axisofthe automobile,determineby trigonometry tojtft" tensionin ropeAC,(Dthe magnitudeof the^ resultanttwo forcesappliedat A.
Ttg"
E : 7 1 2 / / b
(ol (^) 6e='172 /b
(b) P= 7d7 /b
/goo- 3oo-4so:^ /2€o
I I^ I^ -_t^ I^ I^ ^ I^ I^ I^ I^ I^ l^ I 2.11 Atrolley whictr^ movesalonga^ horizontalbeamis actd uponby two forcesas shown. Determineby trigonometry*re magnitudeand direction^ of the force P so thatthe resultantis a verticalforceof 2500N. I I I I I
8= ?fioory
St' d ) 5 or
Lfrw oF cognei (^)? ,
ffi prrr"- z(ttookt*r)^ cosI
o
F= ?3-?d N Lflw o,-sr,,res ,# = ?'! ry" d.=4.5o
P= ?tu,Y (^) ; d= Jl,so
no! apl
l l l l l l i l l l l ving that P = 301b, determineby trigonomery the resultantof the two llied at point.,4.
I t-r-1=T-T-T]-l-nl-r-Tl -L-j-j
fta' go' + 2o'- z(ro/n)as^ l?a'
fr= l?.d u
/t,Pw oF^ ,t/^/r.t P (^) - eo g,F (^) ,5,,
Af A^ o to U=^ V=Bll' ,itn (^) ,ltge .ln^0
l.l3 Solve rt
Prob.2.1 by trigonometry.
2.1 a,nd,7. the two fon
! Lletermrnegraphrcallythe magutude anclclnecflonof the resultantof les shown,using(a) the^ parallelogramlaq (D)the friangle rule. t r t r r r i l l l l l l l l *
6efi
1g'
o( - 3oo"
/?=/370.(N {fiw of. ,S/,Y€S
dt -^ 3oo= /?,
R='/g7/ ,VZ+?'8'
/8o'-rtto, (^) /3,io.
tt e
.t
:nsi, rapl
Sol
wo c n i rica
yeProb.2.4 bytrigonomeby.
tltlllrlTl stnrcturalmembersB andC areboltedto the^ bracketl.^ Knowing that^ the n memberB is 2500^ lb and^ that the tensionin C is 2000^ lb, determine lly the magnitudeanddirectionofthe resultantforce^ actingon^ the^ bracket.
p = 84"-^ y7o- tfo=lflio ?€oo lb
4oo (^) R
/fiw o/" (oS/N€
114=(zoaa)?(ts /l)^ z^ (rooou)(zsx' u)' N / 2s
a
R = f i o a o U
fnProblem
-l-
ffirrtrttl-l-
2.16through 2.19Determinethex arirdycomponentsof eachof the forcesshown.
| | ttt tr I ll I li_l lllll^ l_l*l_t
/2o*^ // rt,are /i= +3/.1//
6;
-//#?
FJ= -76,f/b
/5O -/A farzer ;
T- I I 2 l i n. I _+r 7 in. I
I
I
t l l l t l
z0in.---.
r l l l
Itililllllllll 2;16 through 2.19Determinethex andy componentsof eachof the^ forcesshown. r r r r t t l t t l l l l l l l l l l l l l l
t4d- /b f-oBce:
3 r' l, 2l tn.
Of= zo'rzra , g^ F
2 t n.
J-
| | I I | | I I | | I l I I t L I l_l__L_l_I I I
--r---T---T--^ t t l
i.16through 2.lg Determinether arfiycomponentsof eachof the^ forcesshonm. --r I^ |^ |^ |^ |^ |^ |^ |^ i^ | | | | | I^ I^ I^ i^ |^ |^ I
?6C -N Foat r ,^ (onf = ps,r)'+(zr)'^ ofr= / f^ >o't
F* :
2csrv (^) f -= +??fN
E.- +/Io^ n^ { J
w z (ae)'=74o110q'^
OB= &,{t*,a
(^4) = fr^ --3+oil^ /n=-ft6N^ <.
4=
rSooN {
24
r- I I , i n.
i
t_
t t l l
l l 2.20 The tensionin the supportwne^ AB is 65 lb.^ Determinethe horizontaland verticalcomponentsof the^ forceactingon^ the pin at^ A.
lll |t^ illllllll-n-[T
ftat,qE. Tfzln,w/tr &,
'Jt 't//t^ e rf '^ ' '
| rc''
I ;?fr
I
I 2.23 The hydraulic cylinder BD exertson memberABC a force P directedalong line BD. Ifuowing that P musthavea 750-N componentpelpendicularto member ABc,determine (a) the magnitudeofthe forceP, (r) its componentparallelto^ ABC. I I
l l l l l l l l l l l l l ProDlem z.z
rtlllll
2J4 Usingr andy components,solve Prob. Z.l.
2.1 and 22 Determinegraphicallythe magnitudeand^ direction of the resultantof the two forcesshown,using (a) the^ parallelogramlaw, (b) the^ hiangle^ rule. r r r r r r t l l l l l l l l l l l l l l l l
?oo-N FoeE
6&-il tuere
m*il) cas?do=f/sf,,JV
4=(6ur)
s,i tf, = +3??,6N
Ey
= 7.Fn=+ 7'l7,rNt /{ts'Y = +?3*7 il = ZF-= + +daoN +,lr?,6/Y'J=^ =^1 /o?7,6ry
/o ?7.6Al 731,? N
cl = 1716"
E= /3?o,7/Y^
. - o 'fl= /g?/N 4^ +7,
F*- 73Y'?N
It- 4oo=fuo
Tsza
(a) 7so,v=^ Psi ?oo
F= ?t?s'Y
P=?/?o,N
ftl ?on6-=Pcaszo" (zttstt)cx ?oo
Pa;, ?oto Pg
2.25Usingr andy components,solveProb.2.2. I I (^) | | | ' l^ | | I | | | | | I l ' 2.1 and 2.2 Determinegraphicallythe magnitudeand direction of the rezultantof the two forcesshown,using(a) the parallelogramlaw, (D)the^ niangle^ nrle.
fu -/b^ FoBce 4=(8oou)cas6oa=* 4ootb
fJ =@* U)*n &" =+/?2,
foa - /b ,6ece 1= (ru/l)^ e^sef^ -^ +Io?,t lb $-f,r*uSt;rc!o
= -?a/.slb
Py= 2E --^ +^ qootb + qo?,t lb
Pr= 7 FO=+l7?.8 tI - 284ah
F=7otilZ?!'/'
2.26Determinethe resultantof the threeforcesof Prob.2.17. l l l l l.. l l l l l l r l l l l l l 2.16through 2.19Determinether andy componentsof eachof the^ forcesshown. l l l l l l l l l l l l l l l l l l
E-- +61,3U Fg= -1o'otb
F= +3/.1// Fq= -//5,? lb
f;=
-tt*ttt FJ= -76,f/b
t l r l l l l
30o
1r5"
frpa E"^ Frr
ldo U
E P;-t4;st tb FJ=
-Zs7.3b
fry=/4,.57.lb
tarp= (^) 4Y = pb^ t2=J,?/o f K.y^ ?,f?,j (^) lU (^) f
,.-^ O-^ R,^ -^ 2d2,9,h^ .o- cosp.
^ ffi, R17t2,7,,b
R"= 25g tL]78{,7"
t t t l
IIr rrr | | | | | I (^) I I I I I I r I r r I 2.29 A hoist trolley is subjectedto the three forces shown. Knowing that a^ = 40o, determine(a) the magnitudeof the force^ P for which the^ resultantof the^ three forcesis vertical,^ (b) the conespondingmagnitudeof the resultant'
<'
l l t
l l l l l l l l l l l l l l l r l (a) (^) fi,vce F ,t^ zb^ EF^
y&zrce1, (^) R r=
R* =^ I4 - -(+oo,r)t* loorkau),gn +votP^ = o P= /rT86/b^ p=t7z?/b
(b) (^) ffg=76= -ftuu)s,h +a"'(aoah)cos4E = -1/o,3/i itnce /?r=o, R =^ lRsl (^) F= ?/o /b r r l l l l l
Pr oblem 2.3;
I
I - t r r t l m l l l l l l l l l l 2.30 Ahoist trolley is subjectedto the^ threeforcesshown. Knowing^ that^ P : lb, determine(a) the valueof the^ angle afor which the^ resultantof the^ threeforces is vertical, (D).thecorrespondingmagnitudeof the^ resultant.^ I r t r r i r t t l l l l l l l l l l t
to) Faa (^) E ro
Pn=T|.0au)a,.sot.t(zoo /,ilsind, (^) + ?so (^) b = a ?aso<' i^ sth ot,tr /?€ SAu{6, lu? I 4 cos?4^ :^ sth'd,+ ?,{,sj, u^ + /. i;62f, q (/ '^ -rrn'x (^) ) = srtrtae<*2'9€ind^ +/t'tl?^ €
{-ink r?,f sn 4 - ?..fg?,f =A
{r*ct Pr=o., (^) F= [ \l (^) ff= 371 /A
l| | lll
t t l
l l t l lt t t l l
l l l l l l l l l l l l l l l l l l l l l l r l 2.314 collar which may slide on a vertical^ rod is subjectedto the three^ forces shown. The direction of the force F may be varied. If possible,determinethe direction of the force F so that the resultant^ of the three forces is horizontal, knowingthat^ the^ magnitudeof F is (a)2.a kl'l' (b) l.4ld{. r r t t t l r t t t t r t l l l l l l l l l l l
r 1200N [email protected]
FoRce Fn^ Fn l 2 @ t t wt/
o 67u'8r F.ttnol
/ 200t rooil -Ftase
'ft.,= 672,0t
,9*ct (^) f ftJ=o
(Dr"n f =
Fr=16o0-Fcosot
/S To^ 8 E^ ,AaBl^ itottr'f^ L,^ W t^ W 2/ 7E
F.
T- l,4tn
uz,?tn
/6oN
a tt
o rt- :rn Ct- \ a l o.^ a^ A r t^ a ) /^ ,J^ r a^ h^ r ) :^ I^ a^ Lta^ +^5 l4^ r <
d= 31,
/ (^) Ooo-i /, t7"-s s,tgo=?f,?go
I r-r ,
-T-]-l--
te r3t'
II
fr=
6
'tc
fr
! , ) w
L
ttl
t l t t l
m l l l l l l l l l l l l l l l l 232 through 2.35 Two cablesanetied togetherat C and loaded^ as shown. Determinethe^ tensionnAC^ andBC.
4t
ffi I-^' t i i n ,
l_
] l l l
o o l L
? ,
3eor)
16l
ru A
N anda=
c
cablesare 1 '60o, deter
v
ied min
togetheratC u e the tensionir
rdloadedasshown. KnowingthatP = 500 t AC andBC. _ l i l l l l l l l l _ l _ -
frc Gc 4so
o(= do"
rtlrt
I t T - T T | |^ l^ I^ I^ |^ |^ |^ i^ |^ |^ I^ I^ |^ |^ I^ |^ | 2.37Twoforcesof magnitr,rdeTt=8 kips andTa= 15kips (^) areappliedasshoqmto n rwclrlcrl nnntranfinn lfrtmrrinrr fha+ l4L +lrauv '.^--an+lrrrrvvsrvvuvs ictu irtul anrrililt-i"rmvrluuvrr*Ut rlofamirasvlvrusrA the magnitudesof the forces Ts andTp. I | | | I | | | I | | | I | | | r | | | l , - l I V e e L5 o A^ a-^ lAr^ ,wl^6 ' t^ , p^ J,^ ^l^ I^ r^.^ P , t^ * ,^ o v
fr: t€ /<,pt
7;
l_c
A u"0I .9 l,/ D' o Y =e? c h.,^ '-
t | l l l
LZ Ex=0i^ -B 4,fu+ S-#*s -
+tZE.=o: J t t l
4 siry^ foo- T. = o
7
(7,rceh,fr) * t t (^) f d o - E^ - O^ T 5 B-, L J^ )<^ d
l-I-Tr T^ g^ IrJ Ir'l^ s^ d
-t--
I I
4,r.-.'l',
I r t t t
;8Two forcesof magnitudeT,t= 6kips andTc= 9 kips^ areappliedasshownto a lded connection. tinowing that^ the connectionis in equilibrium,^ determinethe^
,gnitudesof the forcesTn^ andTo.^ --+---+-
TB
h
t O
+ff Frzoi
ALfV=o"
'?, (^) ,, I I | r++-f-f+-f-ff -7 k,Ft (^) f 6-