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CB138
21~30%Compression 8/9

  Material  

Heat resistance

Curl direction

SWP JIS G 3522

80°

Right

Video  3D view Specification of product PDF
  
CB138 –
 
 
 
※ Please refer to the specifications for details.
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How to order
     

D

L

d

Solid height

max. compression

Load
N/max

Modulus
±10%

L x %

F max.

4

5

0.45

2.7

30%

1.5

4.9

2.9
N/mm

10

0.45

2.7

30%

3.0

8.8

15

0.55

5.8

30%

4.5

13.7

20

0.60

8.4

30%

6.0

17.7

25

0.65

12.4

30%

7.5

22.6

30

0.65

12.4

30%

9.0

26.5

5

5

0.60

3.3

30%

1.5

8.8

5.9
N/mm

10

0.70

5.5

30%

3.0

17.7

15

0.75

7.5

30%

4.5

26.5

20

0.75

7.5

30%

6.0

35.3

25

0.85

13.6

30%

7.5

44.1

30

0.85

13.6

25%

7.5

44.3

35

0.90

17.1

25%

8.8

51.6

40

0.90

17.1

22%

8.8

51.9

6

5

0.65

3.3

30%

1.5

8.8

5.9
N/mm

10

0.75

5.2

30%

3.0

17.7

15

0.80

6.4

30%

4.5

26.5

20

0.90

9.9

30%

6.0

35.3

25

0.90

9.9

30%

7.5

44.1

30

1.00

16.0

30%

9.0

53.0

35

1.00

16.0

30%

10.5

61.8

40

1.10

25.0

30%

12.0

70.6

45

1.10

25.0

25%

11.3

66.7

50

1.20

39.6

20%

10.0

58.8

55

1.20

39.6

25%

14.5

85.3

60

1.20

39.6

23%

14.0

82.4

65

1.20

39.6

22%

14.0

82.4

70

1.30

39.6

21%

15.0

88.3

8

10

0.90

5.4

30%

3.0

17.7

5.9
N/mm

15

1.00

8.0

30%

4.5

26.5

20

1.10

11.5

30%

6.0

35.3

25

1.10

11.5

30%

7.5

44.1

30

1.20

16.8

30%

9.0

53.0

35

1.20

16.8

30%

10.5

61.8

40

1.20

16.8

30%

12.0

70.6

45

1.30

24.7

30%

13.5

79.4

50

1.30

24.7

30%

15.0

88.3

55

1.40

35.0

30%

16.5

97.1

60

1.40

35.0

30%

18.0

105.9

65

1.40

35.0

26%

17.0

100.0

70

1.40

35.0

27%

19.0

141.0

10

10

1.00

5.4

30%

3.0

17.7

5.9
N/mm

15

1.10

7.0

30%

4.5

26.5

20

1.20

9.6

30%

6.0

35.3

25

1.20

9.6

30%

7.5

44.1

30

1.30

13.9

30%

9.0

53.0

35

1.40

18.0

30%

10.5

61.8

40

1.40

18.0

30%

12.0

70.6

45

1.50

25.0

30%

13.5

79.4

50

1.50

25.0

30%

15.0

88.3

55

1.50

25.0

30%

16.5

97.1

60

1.50

25.0

30%

18.0

105.9

65

1.60

35.0

30%

19.5

114.7

70

1.60

35.0

30%

21.0

123.6

80

1.70

45.9

30%

24.0

141.2

12

10

1.20

6.9

30%

3.0

17.7

5.9
N/mm

15

1.30

9.1

30%

4.5

26.5

20

1.30

9.1

30%

6.0

35.3

25

1.30

9.1

30%

7.5

44.1

30

1.40

11.9

30%

9.0

53.0

35

1.40

11.9

30%

10.5

61.8

40

1.50

15.4

30%

12.0

70.6

45

1.50

15.4

30%

13.5

79.4

50

1.60

20.4

30%

15.0

88.3

55

1.60

20.4

30%

16.5

97.1

60

1.70

26.8

30%

18.0

105.9

65

1.70

26.8

30%

19.5

114.7

70

1.80

35.1

30%

21.0

123.6

80

1.90

45.6

30%

24.0

141.0

13

10

1.30

6.2

30%

3.0

29.4

9.8
N/mm

15

1.50

9.3

30%

4.5

44.1

20

1.60

12.3

30%

6.0

58.8

25

1.60

12.3

30%

7.5

73.5

30

1.70

15.0

30%

9.0

88.3

35

1.70

15.0

30%

10.5

103.0

40

1.80

19.0

30%

12.0

117.7

45

1.90

25.0

30%

13.5

132.4

50

1.90

25.0

30%

15.0

147.1

55

2.00

30.0

30%

16.5

161.8

60

2.00

30.0

30%

18.0

176.5

65

2.10

39.0

30%

19.5

191.2

70

2.10

39.0

30%

21.0

205.9

80

2.10

39.0

30%

24.0

235.4

14

15

1.60

10.4

30%

4.5

44.1

9.8
N/mm

20

1.60

10.4

30%

6.0

58.8

25

1.60

10.4

30%

7.5

73.5

30

1.70

12.8

30%

9.0

88.3

35

1.70

12.8

30%

10.5

103.0

40

1.90

20.0

30%

12.0

117.7

45

1.90

20.0

30%

13.5

132.4

50

2.10

30.5

30%

15.0

147.1

55

2.10

30.5

30%

16.5

161.8

60

2.10

30.5

30%

18.0

176.5

65

2.20

37.4

30%

19.5

191.2

70

2.20

37.4

30%

21.0

205.9

80

2.30

47.2

30%

24.0

235.4

16

15

1.70

10.2

30%

4.5

44.1

9.8
N/mm

20

1.80

12.6

30%

6.0

58.8

25

1.90

14.5

30%

7.5

73.5

30

1.90

14.5

30%

9.0

88.3

35

2.00

18.0

30%

10.5

103.0

40

2.10

21.0

30%

12.0

117.7

45

2.20

26.0

30%

13.5

132.4

50

2.20

26.0

30%

15.0

147.1

55

2.20

26.0

30%

16.5

161.8

60

2.30

32.0

30%

18.0

176.5

65

2.30

32.0

30%

19.5

191.2

70

2.40

38.0

30%

21.0

205.9

80

2.50

47.5

30%

24.0

235.4

※Load calculation formula:Load(N) = Modulus x Compression
※Conversion:kgf=N x 0.102
※Solid height is the reference value,there will be little difference in the production.

 
Example:CB138-5-30-0.85
Length 30(ex. Tensile 5mm) to load 25
Load=Modulus X Extension
29.5N=5.9N/mm X 5mm