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I. INTRODUÇAO ....................................................................................................................
2. MODELO DE CALCULO GLOBAL DAS ESTRUTURAS..................................................

3. CARACTER~STICASGEOMÉTRICAS ........................... .
..........................................
E 4 AMPLIADOS ................................................
4. CARREGAMENTOS M~DULOS1,2,3

5. CARREGAMENTOS DO TRECHO DE CAIS ACRESCIDO ..........................................

6. VERIFICAÇAO E DIMENSIONAMENTO DO ESTAQUEAMEMO..................................

7. DIMENSIONAMENTO DAS NOVAS LAJES .................... .

.............................................
8. VERIFICAÇAO E DIMENSIONAMENTO DAS VIGAS LONGITUDINAIS .......................
9. VERIFICAÇAO E DIMENSIONAMENTO DAS VIGAS TRANSVERSAIS.........................
10. VERIFICAÇAO E DIMENSIONAMENTO DO PARAMENTO E CABEÇOS DE AMARRAMO
EXISTENTES.....................................................................................................................

11. DIMENSIONAMENTO DO PARAMENTO DO TRECHO ACRESCIDO ..........................

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ANALISE CAIS ULTRAERTIL - PORTICO ESPACIAL - CARREGAMENTOS VERTICAIS, ATRACACAO
E AHHRRACAO
SYSTM

JOINTS
1 X= 0 . 4 6 6 Y=O.OOO Z=O.OOO
347 X136.415
401 X- 7.015 Y=24.050 Z=O.OoO
404 X=39.715 G=401,404,1

RESTRAINS
146 177 1 R=l,l,l,l,l,l
2 4 0 262 1 R=l,l, 1, l,l, 1
331 337 1 R=l, l,l,l, 1,l
341 347 1 R=l,l,l,l,l,l

FRAHE
M = 2 7 NL=62
1 SH=R T-0.40.1.50 E=3.17E7
2 SH=R T=1.00,2.20 E=3.17E7
3 SH=R T=1.60,2.20 E=3.17€7
4 SH=R T=1.60,1.90 E-3.17E7
5 SH=R T-0.70.1.84 E=3.17E7
6 SH=R T=O.20.1.50 E=3.17€7
7 SH=R T=0.20,1.50 E=3.17E7
8 SH-R T-0.50,1.50 E-3.17E7
9 SH=R T=2.00,1.84 E=3.17€7
10 SH=R T=1.50,1.84 E-3.17E7
11 SH=R T31.20.2.20 E-3.17E7
12 A=0.0714 J=0.0090 I=0.0045,0.0045 E=2.88E7
13 A=0.3510 E=3.17E7
14 A=0.9290 E-3.17E7
15 A=0.4720 E=3.17E7
16 A-0.8350 E-3.17E7
17 A=4.3690 E=3.17E7
1 8 A=1.3610 E=3.17E7
19 SH=R T=O.85,1.65 E-3.17E7
20 SH=R T=0.50.1.20 E=3.17E7

~ -

27 A=1.200 E=3.17E7
C L-1 - PESO PROPRIO VIGAS ESTRUTURA NOVA

5 WL.=0;0;-15.00
C L=2 -
PESO PROPRIO LAJES NOVAS
6 WL=O, 0.-33.30
7 WL-O,O,-56.00
8 WbO,O,-38.00
9 WL-O,O,-5.30
10 WIfo.0,-10.00
11 WLPO,O,-14.90
C LP3 - SOBRECRRGA e 2 0 kN/m2
12 WL-O,O, -36.30
13 WG-O, O, -44.30
14 WG-O, 0,-21.50
15 YL-O,O, -16.60
16 WL-O,O, -48.60
17 YG-0.0.-48.40
18 h'L=O,O,-4.10
19 YLPO.0,-6.50
20 W b 0 , O . -25.80
21 YL-0,O.-29.20
22 WG-O, 0,-76.50
23 WL.=O,O,-9.20
24 WL=O, O, -54.40
25 UG-O, O, -28.80
26 YL-0,O.-6.00
27 WL-O, O, -24.90
28 WL=O, O, -64.50
29 WL=O,O,-109.00
30 WL-O,O,-73.30
31 WL-O, 0,-10.00

WL=O, O,-17.30
WL=O,O,-19.70
WL=O, O, -7.50
WL=O,O,-2.30
WL-O, 0,-13.00
WL=O, O, -8.00
WL=O, 0,-24.20
WL=O,O. -2.00
WL=O,O, -6.10
WL=O,O,-1.90
WL=O, O, -7.80
WL=O, 0,-9.60
WL=O,O,-10.40
WL=O, o, -37.00
WL=O,O, -4.10
WL=O,O, -24.90
WL-O, 0,-36.00
WL=O, 0,-14.40
WL=O, O, -3.00
WL=O,O,-12.40
WL=O,O, -7.80
WL-O, 0,-32.30
WL=O,O, -54.50
WL=O,O,-36.70
WL=O,O,-5.00
WL=O, 0,-9.40
WLzO, 0,-23.50
WL=O, O, -54.50
C BARRAS E CRRREGAHENTOS
1 1 2 H=l LP=l, o
NSL-0,11,13; 36
NSL-0,11,33,61
NSL=O, 0,14,37
NSL-0,0,14,37
NSL-0.11.13.36
NSL-0,11,13,36
NSL-0,11,33,61
NSL-O, 0.14.37
NSL-0,0,14,37
NSL-O, 11,13,36
NSL-0,0,15,38
NSL-O, 0.15.38
NSL-O, 0,16,39
NSL-0,0,16,39
NSL-0,O. 16.39
NSL-0,0,16,39
NSL-O, 0,16,39
NSL=O, 0.16.39
NSL-0,0,16,39
NSL-O, 0,16.39
NSL-O, 0,16,39
NSL-O, 0,16,39
NSL-O, 0.16.39
NSL=O; O, 15.38
NSL-O, 0.15.40
NSL-O, 0,15,4O
NSL-0.0.17.41
 NSLrO, 0, 15. 40
NSL=O, 0,18,42
NSL=O, 0,17,43
NSL-0,0,0,0
NSL-O, O, O, O
NSL-0,O. 19,44
NSL=O, 0,20,45
NSL=0,0,20,55
NSL=O, 0,21,46
NSL=0,0,21,47
NSL=O, 0,21,47
NSL=O, 0,21,46
NSL=0,0,21,47
NSL-0,0,21,46
NSL=0,0,21,46
NSL-O, O, 20,45
NSL-0,0,20,55
NSL=0,0,21,46
NSL-0,0,21.47
NSL-0,0,21,46
NSL=0,0,21,46
NSL-0,0,21,47
NSL-0,0,21,46
NSL=0,0,22,48
NSL=O, 0.22.48
NSLEO, 0,23,49
NSL=0,0,24,50
NSL-O, 0,22,51
NSL=O, 0,23,49
NSL-O, 0.24.50
NSL-0,0,22,51
NSL=O, 0,22,51
NSLr0.0.22.51

NOVA
H-2 5
H-2 0
 618 1 4 2 232
7 0 1 214 401 U=20
C ESTACA5 ANTIGAS
230 2 8 146 U=12
236 35 152
2 3 8 5 3 154
2 4 1 58 157
2 4 6 8 5 162
2 5 2 92 1 6 8
2 5 4 1 1 0 170
257 1 1 5 173
C E S T A 0 5 NOVAS ~ ~

4 5 1 2 1 1 240 U=22 G=22,1,1,1

531 311 331 t-6,1,1,1
541 321 341 G=6,1,1,1

LOADS
C b 5 -
IMPACTO DA PIBARCACAO
7 L=5 F O , 6 5 0 . 0 , 0 , 0 , 0 . O
C L-6 -
IUPACTO DA PIBARCACAO
7 L=6 F = 1 3 0 . 0 , 0 , 0 . 0 , 0 , 0
C L-7 -
IMPACTO DA MBRRCACAO
1 5 L-7 F=0,650.0,0,0,0,0
C L=8 -
IMPACTO DA EMBARCACAO
1 5 L=8 F = 1 3 0 . 0 , 0 , 0 , 0 , 0 , 0
C L-9 ~- C A PLFA O 90 GRAUS
1 7 8 L-9 F0,-460.0,0,529.0,0,0
C L=10 -
AnARPACAo
1 7 8 L=10 F - 0 , - 4 0 8 . 0 , 2 1 2 . 5 , 4 6 9 . 0 , 0 , 0
C L = l l - AHARRAaO PLFA 9 0 GRAUS
1 8 0 L111 F=O,-460.0,0,529.0,0,0
C L=12 - MAWACAO
1 8 0 L112 F = 0 , - 4 0 8 . 0 , 2 1 2 . 5 , 4 6 9 . 0 , 0 , 0
C L=13 - RWARRACAO PLFA 1 0 GRAUS
1 7 9 L=13 F226.5,-39.9,0,45.9,260.5,0
C L=14 -
AKW.F.ACA0
1 7 9 L=14 P196.2.-34.6,115.0,39.8,225.6, O
C b 1 5 -
-0ALFA 1 0 GRAUS
1 8 1 L=15 F - 2 2 6 . 5 , - 3 9 . 9 , 0 , 4 5 . 9 , -260.5.0
C L=16 -
AHARRACAO
1 8 1 b 1 6 P-196.2,-34.6,115.0,39.8,-225.6,O
ANALISE CAIS ULTRAFERTIL - PORTICO ESPACIRL - TMPERATURA -
SYSTM
L= 1
JOINTS
1 X=O.466
2 X= 1 . 5 6 5
4 X=7.015
5 X= 9.235
6 X=9.843
8 X=15.087
9 X=15.695
1 0 X=17.915
1 2 X=23.365
1 3 Xs25.585
 SH=R T=1.00,2.20
SY-R T-1.60,2.20
SH=R T=1.60,1.90
SH-R T-0.10.1.84
SH=R T=0.20,1.50
SH=R T=0.20,1.50
SH=R T=0.50,1.50
SH-R T=2.00,1.84
SH=R T=1.50,1.84
SH=R T=l.20.2.20
A-0.0714 J-0.0090
A=0.3510
A=0.9290
Ax0.4 720
A=0.8350
A-4.3690
A-1.3610
SH=R T-O. 05.1.65
20 SH-R T-0.50,1.20 E=3.17E7 TC-1.~-5
21 A=0.8910 E=3.17E7 TC=l.E-5
22 A=0.0533 J-0.0040 I=0.0020,0.0020 E=2.88E7
23 SH-R T-0.80.0.80 E-3.1767 TC-1.E-5

26 A-2.070 E-3.17E7 TC-1.E-5

27 As1.200 E-3.17E7 TC-1.E-5
C CARGA DE TMPERATVRA
~ - -~
~

1 T=-25.0,0,0
C BRRRAÇ E CARREGAMENTOS
 NSL-1
NSIr 1

NSL-1
NSIrl
NSL-1
NSL-1
NSL-1
NSkl
NSIrl
NSIrl
NSL=l
NSIrl
NSL-1
NSL-1
NSL-1
NSIrl
NSL=1
NSL-l
193 36 9 1 NSL-1
1 9 5 36 9 7 NSL-1
1 9 7 40 9 3 NSIrl
1 9 9 40 9 9 NSIr 1
204 42 97 NSL-1
209 9 1 1 2 7 NSIr l
211 93 126 NSL-1
213 9 3 1 2 9 NSL=1
215 97 127 NSIrl
217 9 7 1 3 1 NSIrl
222 9 9 1 2 9 NSIrl
C ESTRUTURA NOVA
400 1 2 6 2 0 0 n-25 NSIr l
4 0 1 1 2 7 201 M-2 O NSL- 1
402 1 2 9 202 NSIr 1
408 1 4 1 2 0 8 NSIr l
 ~ - -

602 129 211

615 126 211
616 127 210
617 141 234
618 142 232
701 214 401
C ESTACAS AN1

2 4 6 85 162
2 5 2 92 168
254 110 170
257 115 173
C ESTACAS NOVAS
451 211 240 M=22
531 311 331
541 321 341
ANALISE CAIS üLTKWERTIL - PORTICO ESPACIAL - CARGA GUINDASTE
SYSTM
L=6
JOINTS
1 X- 0.466 Y=O.OOO Z=O.OOO
2 X = 1.565
4 X= 7.015
5 X = 9.235
6 X = 9.843 Y=-0.630
8 X=15.081
 1 SH=R
2 SH=R
3 SH=R
4 SH=R
5 SH-R
6 SH-R
7 SH=R
8 SH=R
9 SH-R
10 SH=R ~=1.50,1.84 E=3.17E7
11 SH-R T-1.20.2.20 E-3.17E7
12 A=0.0714 J-0;0090 I-0.0045,0.0045 E-2.88E7
13 A=0.3510 E-3.17E7
14 A-0.9290 E-3.17E7
15 A-0.4720 E-3.17E7
16 A=0.8350 E=3.17E7
17 A-4.3690 E-3.17E7
18 A=1.3610 E-3.17E7
19 SH=R T=0.85,1.65 E=3.17E7
20 SH-R T-0.50,1.20 E-3.17E7
21 A=0.8910 E-3.17E7
22 A-0.0533 J=0.0040 I=O.0020,0.0020 E-2.88E7
23 SH-R T-0.80.0.80 E-3.17E7
24 SH-R T-0.70.0.70 E-3.17E7
25 SH=R T=0.25,1.20 E=3.17E7
26 A-2.070 E-3.17E7
27 A-1.200 E-3.17E7
C L=l - CARGA W GUINDASTE POSICAO 1AT- RERCAO VERT. IIAX A1 - OP
1 WG-0,0,-249.4
2 TRRP=O, 0,-249.4,1.90,0, -249.4
3 TW=1.875,0, -249.4,2.72,0,-249.4
4 T W - O , 0, -249.4,1.55,0, -249.4
5 W-O, 0,-120.5
6 TRAP1.15.0,-120.5~1.816.0,-120.5
7 TRAPO, 0,~120.5,0.25,0,-120.5
8 TIIAPO.8.0,-120.5,1.816,0,-120.5
9 TW-0~0;-120.5,1.716,0,-120.5
C Lr2 - IIAX A1 VENTO X - OP

. ~

18 ~G-0,0;-21.9 .
19 TIIAPO.B,O,-21.9.1.816.0.-21.9
20 TIIAP0,O.-21.9.1.716,O.-21.9
C L-3 - W A1 VENTO Y -OP
21 WG-0.0.12.0
22 TRAP=O, 0,12 .O, 1.90,0,12. O
23 TW-1.875.0.12.0,2.72,0,12.0
24 T W - O , 0,12.0,1.55,0,12.0
25 WG-O, 0,-16.0
26 TIIAP1.15.0,-16.0,1.816,0,-16.0
27 TRAPO, 0,-16.0,0.25,0,-16.0
28 T W = O . B , 0.-16.0.1.816.0,-16.0
29 T W - O , 0,-16.0,1.716,0,-16.0
C b
30
4 - REACAO VERTICAL MAX Al
WCpO.0.-177.2
- TOR

38 T W = O , 0,-171.9,1.716.0,-171.9
C L=5 -
HAX A1 VENTO X TOR -

TW=O,O,-91;4,1.55,0,-91:4
WG=O, 0 , 1 0 9 . 9
TW-1.15,0,109.9,1.816,0.109.9
TRAPPO, 0 , 1 0 9 . 9 , 0 . 2 5 , 0 , 1 0 9 . 9
W6-O,O,-109.9
T W = O . 8 , 0,-109.9,1.816,0,-109.9
TRAP=O, 0 , - 1 0 9 . 9 . 1 . 7 1 6 , O . - 1 0 9 . 9
C L-6 - HAX A1 VENTO Y - TOR
5 0 WCpO,O,71.4
5 1 TW=0,0,71.4,1.90,0,71.4
5 2 TRAPP1.875.0.71.4.2.72.0.71.4

19 19 20 n-i
21 34 35 n=4
215 97 127
217 97 131
222 99 129
C ESTRUTURA NOVA
400 126 200 H-25
 421 210 211 H=19
422 2 1 1 212 NSL-6,16,26,35,45,55
4 2 3 212 2 1 3 NSL=5,15,25,34,44,54
424 2 1 3 214 NSL-5,15,25,34,44,54
4 2 5 214 2 1 5 NSL=5,15,25,34,44,54 .
426 2 1 5 2 1 6 NSL=5,15,25,34,44,54
427 216 217 NSL=5,15,25,34,44,54
428 217 2 1 8 NSL17,17,27, 3 6 , 4 6 , 5 6
429 218 2 1 9 NSL=O, O, O , O, O, O
430 219 2 2 0 NSL-O, O, O , O , O, O
431 220 2 2 1 NSL=8,19,28,37,48,57
432 2 2 1 222 NSL=5,18,25,34,47,54
433 222 2 2 3 NSL=5,18,25,34,47,54
434 2 2 3 224 NSL=5,18,25,34,47,54
435 224 2 2 5 NSL=5,18,25,34,47,54
436 2 2 5 2 2 6 NSL-9,20,29,38, 49.58
437 226 2 2 7
501 39 301 H=24
511 3 1 1 3 0 1 H-23
521 301 3 2 1
6 0 1 127 214 H=21
602 1 2 9 2 1 1
615 1 2 6 2 1 1 H126
616 127 2 1 0
617 1 4 1 234 H=27
618 142 2 3 2
7 0 1 214 4 0 1 H=20
C ESTACAS ANTIGAS
230 2 8 1 4 6 H=12 LP=3,O
236 35 1 5 2
238 5 3 154
241 58 1 5 7
246 8 5 1 6 2
252 92 1 6 8
254 1 1 0 1 7 0
i 5 7 115 1 7 3
C ESTACAS NOVAS
451 2 1 1 2 4 0 H=22
531 3 1 1 3 3 1
5 4 1 321 3 4 1

. . .
r-O;2 9 . 4 , O, O, O, O
P0.22.3.0.0.0.0
F-0,24.7,0,0,0,0
F - O . 27.0, O, O , O, O
€=O, 95.2,0,0,0,0
F=0,118.2,0,0,0,0
E-0.140.6.0.0, 0,O
E=0,106.7,0,0,0,0
F=0,118.2,0,0,0,0
E-0,129.2,0,0,0,0
€30, 95.2,0,0,0,0
E=0,118.2,0,0,0,0
€=O, 140.6,0,0,O, O
E=O,106.7,0,0,0,0
F-0,118.2,0,0,0,0
F-O, 129.2, O, O, O, O
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ANALISE CAIS LTLTRAFERTIL - ACRESCIHO
SYSTM
L=7
JOINTS
1 x= 0 . 0 0 0 Y=O.OOO 2=0.000
138 X-14.650
139 X=15.050
C NOS FINAIS DAS ESTACAS
140 x= 0.500 Y= 3.900

1 SH-R T=1.85,0.70
2 SH=R T=1.70,0.70
3 SH=R T=1.85,0.85
4 SH=R T=1.69,0.75
5 SH=R T=1.20,0.50
6 SH=R T=l.20,0.25
7 SH-R T-2.20.0.40
8 A=O.0533 J=O.O040 I=O
C L=l - PESO PROPRIO VI-
1 WL-0.0,-23.40
2 WL=O,O,-29.10
3 W b O , 0,-39.00
4 WL-O, 0,-26.10
 1 WL=O, 0, -12.50
C L=4 - TEMPERATURA VIGAS

SHELL
NM=4 Z - T=0,0,0.1 P-O, 2,l
1 E=3.17E7 V-0.20 W-26.10 TAcl.E-5
2 E=3.17E7 U=0.20 W=32.40 TA-1.E-5
3 E=3.17E7 P 0 . 2 0 W=26.50 TA=l.E-5
4 E=3.17El V-0.20 W-36.00 TA-1.E-5
150JD1,2,11,12 ETYBE=O H=2 TH=0.25,0.25
152 JC- 3,4,13.14 H=3 TH=1.20,1.20
159 JQ= 11,12,22 H= 1 TH=1.65,1.65
160 J p 12.13.24 H- 2 TH=0.25,0.25
161 JC- 13,14,25 M= 3 TH=1.20,1.20
162 JC- 14,15,27
 267 JQ= 9 2 . 8 0 . 9 3
268 J p 93,82,94
269 JQ= 9 4 , 8 2 , 9 5
270 J p 95,84,96
271 JQ= 9 6 . 8 6 . 9 7
272 JQ= 8 8 , 8 9 , 9 8 , 9 9
299 J P 118,119,128
300 J p 1 1 9 , 1 2 0 , 1110
301 JO= 1 2 3 , 1 2 1 , 1 3 0
302 J p 121,122,132
303 JQ= 1 2 2 , 1 2 3 , 1 3 2
304 JQ= 1 2 3 , 1 2 4 , 1 3 4
305 JQ= 1 2 4 , 1 2 5 , 1 3 4
306 J P 125,126,136
307 JQ= 1 2 6 , 1 2 7 , 1 3 8
308 JQ= 1 2 8 , 1 1 9 , 1 2 9
309 J P 129,119,130
310 JQ= 1 3 0 , 1 2 1 , 1 3 1
311 J P 131,121,132
312 J e 132, 123, 133
313 JQ= 1 3 3 , 1 2 3 , 1 3 4
314 J p 134,125,135
315 J P 135,125,136
316 JQ= 1 3 6 , 1 2 6 , 1 3 7
317 JQ= 1 3 7 , 1 2 6 , 1 3 8
318 J p 138,127,139

LOADS
C L= 5 - ATRACACAO
6 L=5 F=O, 6 5 0 . 0 , 0 , 0 , 0 , 0
C L= 6 - AMAFSWCAO l - O P
1 9 L=6 F=O, - 4 6 0 . 0 , O , 3 6 8 . 0 , O , O
C L= 7 - AMARRACAO 2 -O?
1 9 L=7 FIO, - 4 0 8 . 0 , 2 1 2 . 5 , 3 2 6 . 4 , O , O

*
*
*

-
w
'C'

w
.

-
I

w
C
i

*
ANALISE CAIS ULTaFERTIL - ACRESCIHO CARGA DO GUINDASTE
SYSTM
L= 7
JOINTS
1 x= 0.000 Y=O.OOO z = o . O00
3 X= 3.000
9 X=13.900

Crll, 13,l
G=13,19,1
C NOS FINAIS DAS ESTACAS
140 X- 0.500 Y= 3.900 Z=-19.650
141 X= 1.700
142 X= 3.000
145 X= 8.450 G=142,145,1
147 X=11.450 G=145,147,1
148 X-13.150
149 X=14.650
150 X- 0.500 Y-13.040 2--19.650
151 X= 3.000 Y=17.806 Z=-19.060
153 X= 6.633
155 X- 9.950
157 X=13.150
152 X= 4.817 Y= 8.274
154 X= 8.450
156 X=11.450
158 X-14.650
159 X= 0.000 Y=21.900 21-19.650
160 X= 1.500 Y=17.134 Z=-19.060
162 X= 4.817
164 X- 8.450
166 X=l1.450
168 X=14.650
161 X= 3.000 Y=26.666
163 X= 6.633
165 X= 9.950
167 X-13.150

RESTRAINS

FRAME
NH=8 Nk28
1 SH-R T=1.85,0.70 E-3.17E7
2 SH=R T=1.70,0.70 E=3.17E7
3 SH=R T=1,.85,0.85 E=3.17E7
4 SH-R T=1.69,0.75 E=3.17E7
5 SH=R T=1.20,0.50 E=3.17E7
6 SH-R T=1.20.0.25 E-3.17E7
7 SH-R T-2.20;0.40 E-3.17E7
8 A=0.0533 5-0.0040 1=0.0020.0.0020 E=2.88E7
C L-1 -
HRX A1 OPERACAO
1 WG'O.0,-249.4