P14 V2 19 365 19 x 40 310 35.5 ESC 1:50 V10 (19 x 40) A A SEÇÃO A-A ESC 1:25 40 19 346 17 N3 c/21 1 N23 ø12.5 C=300 2 N24 ø12.5 C=392 5 378 15 2 N14 ø10.0 C=403 27 378 17 N3 ø5.0 C=106 13 34 V4 P7 V1 364.8 19 x 60 19 253.6 19 x 60 Espera P47 (PELE) 310 240.5 ESC 1:50 V8 (19 x 60) A A SEÇÃO A-A ESC 1:25 60 19 345.8 19 N4 c/19 253.6 15 N4 c/18 ESPERA P47 ESC 1:25 2x4 N8 ø8.0 C=640 7 631 7 2 N25 ø12.5 C=673 15 631 33 1 N45 ø20.0 C=490 2 N46 ø20.0 C=696 23 631 54 34 N4 ø5.0 C=146 13 54 7 N41 ø16.0 C=136 20 120 P13 P8 V1 19 343 19 x 60 25 250.6 19 x 60 (PELE) 310 232.5 ESC 1:50 V9 (19 x 60) A A SEÇÃO A-A ESC 1:25 60 19 119 7 N4 c/17 224 11 N4 c/21 119 7 N4 c/17 131.6 7 N4 c/21 2x4 N9 ø8.0 C=641 7 632 7 2 N21 ø12.5 C=664 5 632 33 1 N45 ø20.0 C=490 2 N47 ø20.0 C=700 26 632 54 32 N4 ø5.0 C=146 13 54 P16 P9 P3 40 445 19 x 40 60 178.6 19 x 40 50 310 ESC 1:50 V11 (19 x 40) A A SEÇÃO A-A ESC 1:25 40 19 445 22 N3 c/21 178.6 9 N3 c/21 2 N26 ø12.5 C=772 5 768 5 2 N42 ø16.0 C=768 31 N3 ø5.0 C=106 13 34 Relação do aço V1 V2 V3 V4 V5 V6 V7 V8 V9 V10 V11 AÇO N DIAM (mm) QUANT (Barras) UNIT (cm) C.TOTAL (cm) CA60 1 5.0 2 767 1534 2 5.0 83 246 20418 3 5.0 179 106 18974 4 5.0 168 146 24528 CA50 5 6.3 8 1200 9600 6 6.3 8 497 3976 7 8.0 8 634 5072 8 8.0 8 640 5120 9 8.0 8 641 5128 10 10.0 12 1195 14340 11 10.0 12 651 7812 12 10.0 2 470 940 13 10.0 2 262 524 14 10.0 2 403 806 15 12.5 6 1196 7176 16 12.5 6 207 1242 17 12.5 2 946 1892 18 12.5 2 217 434 19 12.5 1 377 377 20 12.5 2 636 1272 21 12.5 4 664 2656 22 12.5 2 683 1366 23 12.5 1 300 300 24 12.5 2 392 784 25 12.5 2 673 1346 26 12.5 2 772 1544 27 16.0 2 489 978 28 16.0 3 615 1845 29 16.0 2 989 1978 30 16.0 2 160 320 31 16.0 2 863 1726 32 16.0 1 323 323 33 16.0 2 501 1002 34 16.0 2 476 952 35 16.0 2 679 1358 36 16.0 2 882 1764 37 16.0 2 1132 2264 38 16.0 2 245 490 39 16.0 1 280 280 40 16.0 2 661 1322 41 16.0 7 136 952 42 16.0 2 768 1536 43 20.0 2 675 1350 44 20.0 2 1042 2084 45 20.0 2 490 980 46 20.0 2 696 1392 47 20.0 2 700 1400 Resumo do aço AÇO DIAM (mm) C.TOTAL (m) PESO + 10 % (kg) CA50 CA60 6.3 8.0 10.0 12.5 16.0 20.0 5.0 135.8 153.2 244.3 203.9 190.9 72.1 654.6 36.5 66.5 165.6 216.1 331.4 195.5 111 PESO TOTAL (kg) CA50 CA60 1011.6 111 Volume de concreto (C-25) = 10.62 m³ Área de forma = 129.08 m² ESCRITÓRIO DE ADVOCACIA KLASER ESTRUTURAL VIGAS PAV. INTERMEDIÁRIO (V8 - V11) CARLOS HENRIQUE KLASER NETO Rua Coronel Travassos, lote 10, quadra F1, matricula 60.567 ES.EX.1A INDICADA 05/01/2015 910,80m²

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P14V2

19365

19 x

40

310

35.5

ESC 1

:50V10

(19 x

40)AA

SEO A

-AESC

1:25

40

19

34617

N3 c/21

1 N

23 12

.5 C

=300

2 N

24 12

.5 C

=3925

37815

2 N

14 10

.0 C

=40327

378

17 N3

5.0

C

=10613

34

V4P7

V1

364.8

19 x

6019

253.6

19 x

60

Esp

era

P47(PELE)

310

240.5

ESC 1

:50V8

(19 x

60)

A

A

SEO A

-AESC

1:25

60

19

345.8

19 N

4 c/19

253.6

15 N

4 c/18

ESPERA

P47ESC

1:25

2x4

N8 8

.0 C

=6407

6317

2 N

25 12

.5 C

=67315

63133

1 N

45 20

.0 C

=490

2 N

46 20

.0 C

=69623

63154

34 N

4 5

.0 C

=14613

54

7 N41 16.0 C=136

20

120

P13P8

V1

19343

19 x

6025

250.6

19 x

60

(PELE)

310

232.5

ESC 1

:50V9

(19 x

60)

A

A

SEO A

-AESC

1:25

60

19

1197

N4

c/17224

11 N

4 c/21

1197

N4

c/17131

.67

N4

c/21

2x4

N9 8

.0 C

=6417

6327

2 N

21 12

.5 C

=6645

63233

1 N

45 20

.0 C

=490

2 N

47 20

.0 C

=70026

63254

32 N

4 5

.0 C

=14613

54

P16P9

P3

40445

19 x

4060

178.6

19 x

4050

310

ESC 1

:50V11

(19 x

40)

A

A

SEO A

-AESC

1:25

40

19

44522

N3 c/21

178.6

9 N3

c/21

2 N

26 12

.5 C

=7725

7685

2 N

42 16

.0 C

=768

31 N3

5.0

C

=10613

34

Rela

o d

o ao

V1V2

V3V4

V5V6

V7V8

V9V10

V11

AON

DIAM(m

m)Q

UANT(B

arra

s)UNIT(cm)

C.TO

TAL(cm)

CA601

5.0

2767

15342

5.0

83246

204183

5.0

179106

189744

5.0

168146

24528CA50

56

.38

12009600

66

.38

4973976

78

.08

6345072

88

.08

6405120

98

.08

6415128

1010

.012

119514340

1110

.012

6517812

1210

.02

470940

1310

.02

262524

1410

.02

403806

1512

.56

11967176

1612

.56

2071242

1712

.52

9461892

1812

.52

217434

1912

.51

377377

2012

.52

6361272

2112

.54

6642656

2212

.52

6831366

2312

.51

300300

2412

.52

392784

2512

.52

6731346

2612

.52

7721544

2716

.02

489978

2816

.03

6151845

2916

.02

9891978

3016

.02

160320

3116

.02

8631726

3216

.01

323323

3316

.02

5011002

3416

.02

476952

3516

.02

6791358

3616

.02

8821764

3716

.02

11322264

3816

.02

245490

3916

.01

280280

4016

.02

6611322

4116

.07

136952

4216

.02

7681536

4320

.02

6751350

4420

.02

10422084

4520

.02

490980

4620

.02

6961392

4720

.02

7001400

Re

sum

o d

o ao

AODIAM(m

m)C

.TOTAL

(m)PESO

+ 10

%(kg)

CA50

CA60

6.3

8.0

10.0

12.5

16.0

20.0

5.0

135.8

153.2

244.3

203.9

190.9

72.1

654.6

36.5

66.5

165.6

216.1

331.4

195.5

111PESO

TOTAL

(kg)

CA50CA60

1011.6

111

Volu

me

de

con

creto (C

-25) =

10.62

m

re

a de

form

a =

129.08

m

ESCR

ITR

IO D

E AD

VOC

ACIA

KLASER

ESTRUTU

RAL

VIGAS

PAV. IN

TERM

EDIR

IO (V8

- V11)

CAR

LOS

HEN

RIQ

UE

KLASER N

ETO

Ru

a C

oro

nel

Tra

vasso

s, lote

10, q

uad

ra F1

, m

atricula 60

.567

ES.EX

.1AIN

DIC

ADA

05/01/2015910

,80m