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