%PDF-1.7
%
1 0 obj
<>
endobj
125 0 obj
<>/Font<>>>/Fields 129 0 R>>
endobj
4 0 obj
<>stream
Acrobat Distiller 5.0 (Windows)
2009-11-11T17:32:47Z
2012-04-28T11:03:33-03:00
2012-04-28T11:03:33-03:00
PScript5.dll Version 5.2.2
application/pdf
Jr
FURNAS- Engenheiro Civil - Estruturas.pdf
uuid:1392ff57-e2e8-4528-bb57-796308949816
uuid:fef3b638-a3ef-4a86-9240-b75e1714ae73
endstream
endobj
3 0 obj
<>
endobj
5 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
51 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
67 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
70 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
73 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
89 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
92 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
102 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
105 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
108 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
111 0 obj
<>/ExtGState<>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
114 0 obj
<>/ExtGState<>/Font<>/Pattern<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0 0.19099 595.02 841.909]/Type/Page>>
endobj
163 0 obj
<>stream
BT
/CS0 cs 1 scn
/GS0 gs
/T1_0 1 Tf
-0.0016 Tc 0.0038 Tw 8.997 0 0 8.997 45.1649 804.2018 Tm
[(P\341gi)-6(na: 12)-5( )]TJ
0 Tc 0 Tw 41.753 0 Td
( )Tj
/T1_1 1 Tf
-0.0005 Tc -0.0019 Tw 10.0167 0 0 10.0167 423.3385 804.2018 Tm
[(Engenh)6(eiro Civil - Estruturas )]TJ
0 Tc 0 Tw 11.996 0 0 11.996 31.0096 790.9462 Tm
( )Tj
/T1_2 1 Tf
-1.17 -1.14 Td
( )Tj
/T1_3 1 Tf
10.0167 0 0 10.0167 16.9743 765.6946 Tm
( )Tj
0.0006 Tc -0.003 Tw 0 -1.096 TD
[(Que)6(st\343o 40)]TJ
ET
16.974 753.638 51.703 -0.72 re
f
BT
/T1_3 1 Tf
0 Tc 0 Tw 10.0167 0 0 10.0167 68.677 754.7183 Tm
( )Tj
-5.162 -1.102 Td
( )Tj
/T1_2 1 Tf
0.0007 Tc 0.1209 Tw 10.9763 0 0 10.9763 16.9743 731.3857 Tm
[(No pilar com se\347\343o celular com)8( tr)-5(avessa em)8( concret)-6(o protendido,)7( observa-se uma fissura vertical da base do pilar at\351 uma )]TJ
0.0008 Tc 0.1372 Tw 0 -1.153 TD
[(altura de cerca de 2,0 )-5(m )-5(no centro das duas pared)-7(es do pilar \(Figura\). Pode)8(-se afir)-5(mar,)-6( corretam)8(e)2(nte, )-5(que as causas dessa )]TJ
0.0002 Tc 0.0012 Tw T*
[(fissura s\343o:)-6( )]TJ
0 Tc 0 Tw 4.9783 0 0 4.9783 16.9743 699.0566 Tm
( )Tj
ET
0 scn
269.25 628.76 52.602 -96.568 re
f
/CS0 CS 1 SCN
0.67 w 1 J
269.25 532.192 52.602 96.568 re
S
208.73 660.969 177.601 -32.209 re
f
208.73 628.76 177.601 32.209 re
S
/CS1 cs 1 1 1 scn
212.809 532.132 173.522 -11.996 re
f
/CS2 cs 0.004 0.008 0.008 /P0 scn
212.809 532.132 173.522 -11.996 re
f
1 j
q 1 0 0 1 212.809 532.132 cm
0 0 m
173.582 0 l
113.002 36.228 m
145.331 36.228 l
129.137 44.266 m
129.137 -8.037 l
133.215 40.247 m
125.118 32.21 l
133.215 4.019 m
125.118 -4.018 l
S
Q
BT
/CS0 cs 1 scn
/T1_4 1 Tf
9.3921 0 0 9.3921 346.0244 548.267 Tm
( 2,00 m)Tj
ET
0.06 w [2.879 2.879 2.879 2.879 2.879 2.879 2.879 2.879]0 d
q 1 0 0 1 313.695 628.76 cm
0 0 m
0 -96.628 l
-36.348 0 m
-36.348 -96.628 l
S
Q
/CS1 cs 0.49 0.078 0.086 scn
216.768 664.988 12.116 -4.019 re
f
0.67 w 0 j []0 d
216.768 660.969 12.116 4.019 re
S
240.999 664.988 12.116 -4.019 re
f
240.999 660.969 12.116 4.019 re
S
265.231 664.988 12.116 -4.019 re
f
265.231 660.969 12.116 4.019 re
S
289.463 664.988 12.116 -4.019 re
f
289.463 660.969 12.116 4.019 re
S
313.695 664.988 12.116 -4.019 re
f
313.695 660.969 12.116 4.019 re
S
341.946 664.988 12.116 -4.019 re
f
341.946 660.969 12.116 4.019 re
S
366.178 664.988 12.116 -4.019 re
f
366.178 660.969 12.116 4.019 re
S
/CS1 CS 0.929 0.125 0.141 SCN
1.341 w 1 j
q 1 0 0 1 293.542 532.132 cm
0 0 m
0 4.859 l
0.3 6.058 l
0.3 9.717 l
-0.42 10.917 l
-1.26 12.116 l
-1.26 16.975 l
-0.42 18.114 l
-0.42 19.374 l
0 20.993 l
0 26.991 l
0.72 28.191 l
0.72 29.451 l
1.14 30.65 l
1.14 31.91 l
0.72 33.049 l
0 34.249 l
0 36.648 l
0 36.228 l
S
Q
/CS0 CS 1 SCN
0.06 w
q 1 0 0 1 245.078 568.36 cm
0 0 m
48.464 -16.074 l
0 96.628 m
20.213 116.721 l
S
Q
BT
/CS0 cs 1 scn
/T1_4 1 Tf
9.3921 0 0 9.3921 265.2914 689.1599 Tm
(Apoios de vigas premoldadas)Tj
ET
0 scn
208.73 648.913 4.019 -12.056 re
f
0.67 w 0 j
208.73 636.857 4.019 12.056 re
S
1 j
q 1 0 0 1 293.482 656.951 cm
0 0 m
-73.535 0 -133.216 -28.851 -133.216 -64.419 c
S
Q
156.248 660.969 48.464 -72.456 re
f
q
155.588 584.495 53.202 80.373 re
W n
0 SCN
0 j
156.248 588.514 48.464 72.456 re
S
Q
382.312 648.913 4.019 -12.056 re
f
0 j
382.312 636.857 4.019 12.056 re
S
1 j
q 1 0 0 1 422.679 608.727 cm
0 0 m
-0.06 26.631 -57.941 48.224 -129.257 48.224 c
S
Q
390.35 664.988 48.464 -72.456 re
f
q
386.391 588.514 53.142 80.373 re
W n
0 SCN
0 j
390.35 592.532 48.464 72.456 re
S
Q
BT
1 scn
/T1_2 1 Tf
9.3921 0 0 9.3921 188.577 584.4949 Tm
(Fissuras em ambas)Tj
0 -1.29 TD
(as paredes do pilar)Tj
10.9763 0 0 10.9763 439.5331 520.0764 Tm
( )Tj
-38.497 -0.929 Td
( )Tj
0.0027 Tc 0 -1.147 TD
(1.)Tj
/T1_0 1 Tf
0 Tc 0.754 0 Td
( )Tj
/T1_2 1 Tf
0.0006 Tc 0.2084 Tw 0.885 0 Td
[(Efeito da ret)-6(ra\347\343o t)-6(\351)2(r)-5(m)8(i)-6(c)-4(a i)-6(m)8(pedida, )-5(retra\347\343o essa devida \340 di)-6(ssipa\347\343o)-8( r\341pi)-6(da do calor )-5(de hidrata\347\343o)-8( do ci)-6(mento do )]TJ
0.0007 Tw 0 -1.153 TD
[(concreto das paredes do pi)5(lar.)]TJ
/T1_4 1 Tf
0 Tc 0 Tw 11.929 0 Td
( )Tj
/T1_2 1 Tf
0.0027 Tc -13.568 -1.153 Td
(2.)Tj
/T1_0 1 Tf
0 Tc 0.754 0 Td
( )Tj
/T1_2 1 Tf
0.0007 Tc 0.1698 Tw 0.885 0 Td
[(Efeito da retra\347\343o hidr\341ulica i)-6(m)8(pedida devida \340 pe)7(rda de \341gua )5(para o m)8(e)2(io )-6(am)8(biente co)-7(m)8( )-6(maior vel)-6(ocidade que )5(essa )]TJ
0.0008 Tw T*
[(mesma perda )-5(de \341gua no bloco de funda\347\343o.)]TJ
/T1_4 1 Tf
0 Tc 0 Tw 17.749 0 Td
( )Tj
/T1_2 1 Tf
0.0027 Tc -19.388 -1.153 Td
(3.)Tj
/T1_0 1 Tf
0 Tc 0.754 0 Td
( )Tj
/T1_2 1 Tf
0.0005 Tc 0.0391 Tw 0.885 0 Td
[(As fissuras v)-8(e)2(rticais )-5(se formam preferencialm)8(ente "sobre" as barras verticais, onde ex)-6(iste uma concentra\347\343o de tens\365es d)-8(e)-4( )]TJ
-0.0006 Tc 0 Tw 0 -1.147 TD
(tra\347\343o)Tj
/T1_4 1 Tf
0 Tc 2.448 0 Td
( )Tj
/T1_2 1 Tf
-4.087 -1.153 Td
( )Tj
0.0005 Tc 0.0009 Tw 0 -1.153 TD
[(Marque a resposta certa. )-5( )]TJ
0 Tc 0 Tw T*
( )Tj
-0.0009 Tc T*
(A\))Tj
/T1_0 1 Tf
0 Tc 1.055 0 Td
( )Tj
/T1_2 1 Tf
-0.0001 Tc 0.0015 Tw 0.585 0 Td
[(Todas as afir)-6(mativas est\343o)-8( erradas.)-7( )]TJ
-0.0003 Tc 0 Tw -1.639 -1.147 Td
(B\))Tj
/T1_0 1 Tf
0 Tc 1 0 Td
( )Tj
/T1_2 1 Tf
0.0008 Tc 0.0006 Tw 0.639 0 Td
[(Somente as afir)-5(m)8(a)2(tivas 1 e 2 est\343o certas. )]TJ
-0.0003 Tc 0 Tw -1.639 -1.153 Td
(C\))Tj
/T1_0 1 Tf
0 Tc 1 0 Td
( )Tj
/T1_2 1 Tf
-0.0001 Tc 0.0015 Tw 0.639 0 Td
[(Todas as afir)-6(mativas est\343o)-8( certas.)-7( )]TJ
-0.0009 Tc 0 Tw -1.639 -1.153 Td
(D\))Tj
/T1_0 1 Tf
0 Tc 1.055 0 Td
( )Tj
/T1_2 1 Tf
0.0008 Tc 0.0006 Tw 0.585 0 Td
[(Somente as afir)-5(m)8(a)2(tivas 1 e 3 est\343o certas. )]TJ
0.0012 Tc 0 Tw -1.639 -1.153 Td
(E\))Tj
/T1_0 1 Tf
0 Tc 0.945 0 Td
( )Tj
/T1_2 1 Tf
0.0007 Tc 0.0007 Tw 0.694 0 Td
[(Somente as afir)-5(m)8(a)2(tivas 2 e 3est\343o certas. )]TJ
/T1_3 1 Tf
0 Tc 0 Tw 10.0167 0 0 10.0167 16.9743 321.5427 Tm
( )Tj
0 -1.096 TD
( )Tj
T*
( )Tj
/T1_5 1 Tf
0 -1.179 TD
( )Tj
0 -1.239 TD
( )Tj
1 0 0 rg
/GS1 gs
/TT0 12 Tf
0.5762 Tc 1 0 0 1 373.2224 12 Tm
(\r\n)Tj
ET
q
1 0 0 1 219.125 8.7720337 cm
0 g
0 G
1 w 0 j 0 J
0 Tc /Fm0 Do
Q
endstream
endobj
165 0 obj
<>/Subtype/Form/Type/XObject>>stream
1 g
1 0 0 1 0 0 cm
220.625 10.272 m
372.6459 10.272 l
372.6459 22.368 l
220.625 22.368 l
220.625 10.272 l
f
endstream
endobj
117 0 obj
<>stream
H*2TT2P0P ¢Tp<P KP\@W!:@!*.ֵ s
0 Y4
endstream
endobj
116 0 obj
<>
endobj
7 0 obj
<>
endobj
12 0 obj
<>
endobj
17 0 obj
<>
endobj
58 0 obj
<>
endobj
61 0 obj
<>
endobj
20 0 obj
<>
endobj
123 0 obj
<>
endobj
122 0 obj
<>
endobj
21 0 obj
<>
endobj
22 0 obj
<>
endobj
24 0 obj
<>stream
HTMo0
; @*h&Cz_nD~ա>n3j/XԼ7#.xf(mNj} |mg.:N8^{43DP
!u¿Kil\
Pi h 8ܪEnq,ѳ["=%(dYn++ՆyC,czMNSbgG>;ǜ9'̵}5t} $,윐g };K(%Q%26ͨČ"$aFPrRQb*_*i:tVWkȔ_qi t-
endstream
endobj
23 0 obj
<>stream
HSklS'_hj.8 v C%[(!!$@$vۉCb>$C-@,
֢V4X7:TMN1'v4iwz~~}> d@PppomnzkosY2p0W+}q]J*TH$} ` l vA WX 7 < _
` ;`" ~"ð
Tc9l_|l ]-X#xCAYʮfwass?=yh^1J*?'c^}ջ}߬ڹ|տ/
>^_Dž
/|=aÆs?
3e}x&g&Z*qrm}\2$&Z2Ts3&n]w_{fSCѡX<6\QnsN^+UQWkJhzi=Zhw7iiCij*rҀ$X-L|*ddhGh;tb6}1:Π+;=}5FkjnI.2%Z]meHR H'̗戙=H;@=FZ;T#dz.{jҥ`ڝjO^ v URض{ HOo..;7ߨ*KVOAgEyG$'iW`ׯڝԜs7<215z^[xH|]h!vsquLrN)QKL]\k;Ev{Kc6[b.Ju0P:UFNiŢ^!ET|L%rCh{7Ӏ/O@Q'k 6
^
~XjaM^dmDfp8-
wv%B&zYw$9e+:D,jLl_,}eH4`Z|3#Њo>oZZiMTiFhTYd((~#^uX8j%fLB$Q_( z.
Fd$b5:3~O2i$NX"9a5 pKPhq7錽RD%G#N7q{/: Xݲۉ[u&6MEo5t]:5nCM1,րkq
8TmKe,#;cVڪBZݥ%kZ
mً0ɿ)TGzX|q- ȼmAUP51>fIӣ{xzMR}OGowfG>yDӓ҄5Q3\qrGn"׀wy=NP[F6-NU'RimzT+p:>*nvQM~6Ww(Q1}xg8
5,=}~ 4WT{P[tYjq*T+$dhfUB
4-VUV6f \vY{}\loxlnȭ(x U [$Ȳ9s;q<ɞG90GoC>?3Ww]0Р7Ԥoؿ]6E 4-+NlDs5MXTkXZvS4 5\v\{iO#װWϢyv`DrwړkM:^h-EQ~&3ǒA
23ǑlfR:mD7EKjE~t9Ѵ*YbM4C2ZYLq,0aa=XKO&
شyoWY
ڨxYXQ
#s`~5kyu/>υ$Hb7UƭSuj-`_殡FQ0Wv(WȈ( HCO{YrD, $g)@MqP89w3^-5,*j
xv;Ӑ"Nv
Ovw2Z57QUZ^ၳ2$Cp`iY*0O%hf(dSlCB
14)xLLʄJekBOװkX*WFÇE(6vvQhNж=
hfLk/N
?D)RhDJLSӉBWx2˶頢{Cj:fm,jy b)hJI
c0:g _+4.ksfz^+%7%t)uJQ%"#AqrѰH(壧=M#.Ŏ^~ewEQw7eә4s>$%؋`EZŴ9-kK.4K67-5@?>v{&IwUVLז)(tvk|%+Q匐*E@)RD6d _]35g
>9{}1v0MYM16D^&
xX;Xՠ2αTRA>Fh(FzH4B۪l.T1b88ɖfV2tC0*
g1i!!H2OIBH5*|3;K&-TjO\RkR(9!EA9"O#Sy? ݀ݚNm7@(,_Ei|hxYx^S71g{?:KC XLRFB]v[%&ʂlte*'!3c~l)@ qE[{GaCx25
;RS:eSܐ)7ByxkW}mB5O5gkZS_ huFBJq1.$EB2#S
TZSj-\PX7X1Xx`ڸ+1OO'~:'H2OG@:
Cȸ6Z|#rFո
VRH*KMD'ЩUENTJ32#k^ɜ܅&zBYYÇWڦl`?A|&G@Y44Nˌk^-`5{~ RK(@{^wv(G|oy];W.L
a%뜞
u0__\B\p}::M\IAϮHFJ|gnh?qZ.jh'eSspvɭya<a}젾 (緼dd :>@ 8-%2-(S@gHԗ9j6xUl4JZV<:s&XZip#m^>\W[?ÏPi?i`?i*oDvaAAz!#2s/=!dytٜnl|H$|%#y&)| zzq8;n2$LG|iHJZ#`K`tWmS:&o1-1k$+Gc܈%=LkbI;/T|l_%2JdbJxBC5A+x>ZCj!ЀEj)BX]Yna"rn`hch#VMXROO"vR
4J0Q ZCFz*E;:08Ep̄xX%%IvJYǸ7\ϯ$6w_6ȁٰ>*sJ4,7v8%eom@\BdK\\gUd=7KKt:DYYɄ9EyS|ʛt/gθ3=lnbtTA1 gsXC鱝7
4W|xоj8Q-{t@7(n@_qh@>lߜ_Rg>
endobj
63 0 obj
<>
endobj
65 0 obj
<>stream
HTMo0
;7 !U*i0QqmH'N5No!|u>]oZxq@@6_=(!iao:hqk,we kcA/A@]n}VBGtZ㛍*N3BD
] ZG"9uS@F
A
8W5q{.+xE8%F{.o2vsPuYjN8{z;l!cl1@L8j-W"ɹ"#.$@LN[%KűxʍI_[
/-[ {3
endstream
endobj
64 0 obj
<>stream
Hilߵ3oY!dTTjHJ4=H+P;\.UŚ]kfݝˎzoaz1GBmZȄ!iATEIJ)!i?wRT RUi(
rמʪwnޯ6vi4iOV<]iؽXxM}a+VB֧W/?%R(}@e` k `cؤ )ϗW ]j*M > P\zx
l O7
nYm'+^#k?UhjݯYeيe˿Djʿ⍕O_^]ڿf
k?u'9]\nQYtK&\KQSI1RtWVx-v
|>jʒSGXGtypScI6tXQ>Kx==>s;q=H]ghb/L@xCoKf1͝A0'I,1 *RY|O1 2NP`(]*`-#0m jJ@A{@`nh㆔v3OC&_|0:L
G3PL4nqVCVQ;8##a(al!*Z1g!ĵp8{g)B&"G˗a>ǎL'`\Z#'Ym3լw
:ώLy[gtujH:nfy$]ʸLڇ1,o2b5%XKfB"N%B:g4'I0ϰT|}DMRXũ\2JyX2%kPy>2}u9;\nqݴx;LmZ;-zŜY0OᆴOj r0!,(E5adRޑ`Cș1|+XFHH{Zӿn#h
Saav6hsO#\i3z-s+=5CM/W,SMd[|Bj(94n{ړ]a3;ZVgLZ4kCA:BXޞ0ޯzg@Zmt:*5<%*Bg']_ܰ]Vys RںĮ;ckFg\:9-1w%
SMXFmS ЉHNCuL3qo
\̐عa8|~"r̜N)FTuƼ40Kp>}6>
SKWuͱ93B`XC砏x
U=ey:LhDRJ"6Ug?7~plj=iO0 G9n'=.kS.w9sIcS82Ig?>GYc%'ϹCzxc)צD=bx8z.AL#!h%̈렵mfM [BT"Z0mHܗ&2IAR+WVQM.il$d@,|L&>4/vNJ\+>jj{if\VzXI$1(6EI|5=KM.UQ,ZO rUJi4]agE5zvlW;T:$Lc\~^D2) g}@D@?/aRD_ޞ0pW'QeX")j&;ɭⲏ/qy'w#Ӗ%^(9,m8LR>_%V#d:u8ԘQsE%,ycub|V]\jm> dod;av4萵]&K;c˖mY,Q"EQْHN"u5
ٵ@1lN;ЁaTazXǏUlCCY%ػ8%SF"Dҟ9uP7PeuDlH`ə_-w[axN\+*db}/y@߲Z
3>A5PZ>7{
ޞ.bIbAIpqF[CS\_߂(qTIϺrt;mlk'ZKSʢE6[X[Y~p_G{ϐڻLo~Z?nyTߩ<Uβ[bUkzف#@Y~_Na̔k#gKLEӉxdb~d#]\ߠ3doyae]QtT4m`3.dP0uQk-]˵ե= d5OHRE3SɱGoxI->+UwS_kr/X\*I,dXY4w9Z,ФqvNEv
1$@ RfcL[l@.Wkx*u
8ɨZQTL҂FMt\T:F,HDcaSe5x#H?$͕5gk6]XoKHHs}
_ʃ2E{Ej$ AKLk#RVkJ~+aZVY1JW
ľhujZJITD
QM`4fgDl6i`fa,Q` <&(x*C/դNC?__/%|øڇ웼C]Q{U侴[p1qiNYOl'r 2#9vp|(k9|wޛ>}v >?}Ia^z~
wzO`9d46tN`aXs쿚/6 zR'\G*T
D"UI/;c{fϾy<[bj&QJ_|Sj8U| >,z ͨv`m+Al^>ťS}lj-7+bpϴOӴTچOg LT