øA

øB

C

ARRUELA LISA ASTM F-436 825

08 - Pedro - 07/10/10 - Acrescentado item 1.1/2" Fábio Rafael - 08/04/09

1"

7/8"

3/4"

5/8"

1/2"MÍN. MÍN. MÍN.MÁX. MÁX. MÁX.

ø A ø B CNOMINAL

28.58

23.81

20.64

17.46

13.49

29.37

24.61

21.43

18.26

14.29

50.01

43.66

36.51

32.54

26.19

51.59

45.24

38.10

34.13

27.78 4.50

3.10 4.50

3.10 4.50

4.50

4.50

3.50

3.50

2.50

Observações: Dimensões conforme norma ASTM F 436.

Propriedades químicas e mecânicas conforme norma ASTM F436

Acabamento conforme ES-ENG-007

1.1/8" 30.18 31.78 55.55 58.75 4.503.50

CIRCULAR WASHER ASTM F-436

Observation: Dimensions according to ASTM F 436.

Chemestry and mechanical properties according to ASTM F436

Surface Finished according to ES-ENG-007

1.1/4" 34.93 36.52 61.90 65.10 4.503.50

1.3/4" 47.63 49.22 84.13 87.32 7.104.50

1.1/2" 41.28 42.87 74.60 77.80 4.503.5008

TABELA DE PRODUTO Tabela Nº

Descrição:Engenharia de Produtos

Revisão:

C

I S E R

F 4 3 6

Desenhista: Aprovado:

Table

Description

Table of Product

Engineering Products

Revision: Drawer: Aproval:

537

16/03/06

TABELA DE PRODUTOTabela Nº

Departamento de EngenhariaEngineering Departament

TABLE OF PRODUCTTable

Heavy hex structural bolts

Descrição:

RAFAEL - 31/10/07

Desenhista AprovadorSubstituição Revisão Substitution: Revision: Designer: Aproval:

R

ES

I

C

A3 2

5

F

H

R

øE

øA

30°+0°-15°

S

G

L

K

Classe de tolerância de rosca 2A;

Dimensões conforme norma ANSI/ASME B 18.2.6;

Rosca UNC conforme norma ANSI B 1.1;

13

22.22

21.60

24.61

8.20

7.67

20.00

0.23

13.08

12.24

0.38

25.40

11

26.97

26.18

29.84

10.24

9.60

24.27

0.53

16.30

15.36

0.38

31.70

10

31.75

30.78

35.12

12.27

11.56

28.57

0.53

19.50

18.52

0.38

35.00

8

41.27

40.00

45.61

15.92

15.01

37.14

1.57

25.95

24.79

0.89

0.38

44.45

1/2" 5/8" 3/4" 1"

537/1 537/2 537/3 537/5

9

36.52

35.40

40.36

14.30

13.48

32.86

0.78

22.73

21.64

0.89

0.38

38.10

7/8"

537/4

1.1/2"1.1/4"7 6

50.80

49.23

56.11

20.65

19.03

45.72

1.57

32.43

31.06

0.89

0.38

50.80

60.32

58.42

66.60

24.74

22.91

54.29

1.57

38.89

37.34

0.89

0.38

57.15

0.630.630.63

BITOLA

F.P.P.

S

G

Gauge

mín

mín

máx

H

øE

F

R

ø A

mín

mín

mín

mín

mín

máx

máx

máx

TABELATable

Conforme norma ASTM A 325

Dimension according to

screw thread according to

tolerance Class of screw thread

According to

Observações Propriedades Mecânicamechanical propertiesobservation:

RI

RP

RI

RI

RI

RP

RP

RP

RP

RP

RP

RP RP

RI

RI RI

RP RI

----- ----- ----- -----

-----

-----

----- ----- ----- ----- -----

----- ----- -----

----- ----- -----

comprim.Length

1.1/4"

1.3/4"

2.1/4"

Linha de fabricaçãoLine of manufacture

1.1/2"

2"

3" à 8"

TipoType

1/2" 5/8" 3/4" 1"7/8" 1.1/2"1.1/4"

----- -----

-----

1.1/8"7

46.02

44.61

50.86

18.23

16.72

41.44

1.57

29.18

27.89

0.89

0.38

50.80K ref.

-----

-----

-----

1.1/8"

-----

ToleranceTolerância

1.1/4" á 2.1/2"

comprim.Length

1/2" 5/8" 3/4" 1"7/8" 1.1/2"1.1/4"

2.3/4" á 4"

4.1/4" á 8" -----

-1.50 -2.00 -2.00 -2.50 -2.50

-2.00 -2.50 -2.50 -3.50 -3.50

-2.50 -2.50 -3.50 -3.50

-6.35 -6.35

-6.35 -6.35

-6.35 -6.35

1.1/8"

-6.35

-6.35

-6.35

----- 2.1/4" à 2.3/4" RI----- ----- ----- ----- ----- -----

RP RP RP RP RP RP RP2.1/2" à 8" -----

----- RP----- ----- ----- ----- ----- -----

-----

Cota do pescoço para PASX RI: 1'' / Passo x 2,5mm

Quota of neck to full screw thread hex bolt: 1'' / Pitch x 2,5mm11

PARAFUSO SEXTAVADO ESTRUTURAL ASTM A 325Description:

JACKSON - 20/02/08 Gediael 16/11/9911

Gediael 26/11/0404

849

---- Rafael 28/08/07Approved by:Ricardo - 09/09/09

S

E

30°

+0°

-15°

H

2 H

SDimensãoNominal 5

8

3

4

" "

F.F.P.11 10

3

8

"

16

NominalDimension

Smín.

máx.

Emín.

máx.

Hmín.

máx.

26.19

26.98

29.84

31.16

14.91

16.03

30.78

31.75

35.10

36.65

18.03

19.25

Flancomín.

máx.14.376

14.559

17.399

17.594

ø

17.14

17.46

19.51

20.17

8.66

9.58

8.494

8.638

min.

max.

min.

max.

min.

max.

min.

max.Pitch

Diameter

7

8

"

9

35.41

36.52

40.36

42.16

21.16

22.47

20.391

20.599

1

2

"

13

21.59

22.22

24.61

25.65

11.78

12.80

11.430

11.595

1 "

8

40.00

41.27

45.62

47.65

24.29

25.70

23.337

23.561

1.1/8 "

7

44.61

46.02

50.85

53.16

27.41

28.93

26.218

26.456

1.1/4"

7UNC

UN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 8

50.80

49.22

58.65

56.11

31.77

30.15

29.392

29.636

3

Observação:Rosca UNC conforme norma ANSI B 18.1.1, classe de tolerância: 2B

Propriedades químicas e mecânicas conforme ASTM A194.

Acabamento: Conforme ES-ENG-007

Dimensões conforme norma ANSI B 18.2.2

Observation: Dimension according to ANSI B18.2.2

Thread dimension according to ANSI B18.1.1, class 2B

Chemestry and Mechanical properties according to ASTM A194

Surface Finished: According to ES-ENG-007

DimensãoNominal

F.F.P.

NominalDimension

Smín.

máx.

Emín.

máx.

Hmín.

máx.

Flancomín.

máx.

ø

min.

max.

min.

max.

min.

max.

min.

max.Pitch

Diameter

1.3/8" 1.1/2" 1.5/8" 1.3/4" 1.7/8" 2" 2.1/4" 2.1/2"

6 6 5 5 4,5 4,5 4,5 4 UNC

UN 8 8 8 8 8 8 8 8

53.82

55.57

64.16

61.36

35.00

33.27

60.32

58.42

69.64

66.60

38.22

36.40

65.07

63.01

75.15

71.83

41.45

39.52

67.61

69.85

77.10

80.64

44.67

42.64

74.63

72.24

86.15

82.34

47.90

45.77

79.38

76.84

91.64

87.60

51.13

48.90

86.05

88.90

102.64

98.09

54.74

57.17

95.25

98.73

113.64

108.58

63.62

60.98

32.174

32.438

35.349

35.615

38.524

38.795

41.150

41.445

45.562

45.816

47.134

47.449

53.484

53.804

59.375

59.718

TabelaTable

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---

---

---

---

---

---

---

---

---

---

---

---

---

---

---

TabelaTable

---

---

849/1

---

849/2

---

849/3

---

849/4

---

849/5

---

849/6

849/7

849/8

849/9

UNC

UN

UNC

UN

TABELA DE PRODUTOTabela Nº

Desenhista: Aprovado

Descrição:

Substituição

Engenharia de Produto

Revisão

Product Engineering

Product TableTable:

Description:Porca Sextavada Pesada 2H ASTM A194

Heavy Hexagon Nut - Class 2H ASTM 194

Substituion: Revision: Draw by: