JIS G3192-2008 Angle steel for shipbuilding

JIS G3192-2008 Angle steel for shipbuilding

JIS G3192-2008 Standard specifies the dimensions, mass and their tolerances of hot rolled steel sections as well as the appearance, shapes and permissible variations thereof. The scope of JIS G3192-20

JIS G3192-2008 Standard specifies the dimensions, mass and their tolerances of hot rolled steel sections as well as the appearance, shapes and permissible variations thereof. The scope of JIS G3192-2008 Standard and the choice of specified items in this Standard shall be specified in respective product standards or upon the agreement between the purchaser and the supplier.

Shanghai All-Win Iron and Steel company can offer different classification of shipbuilding angles such as ABS, CCS, VL, BV, NK, KR, RINA etc, and the grades such as Grade A, Grade B, Grade A32, Grade A36 etc.

 

hot-rolled equal-leg angles

(JIS G3192-2008)

All-Win Iron & Steel

Norminal dimensions (mm)

Sectional area 
(cm2)

Theoretical weight (kg/m)

Tolerance

A×B

t

r1

r2

A

t

65×65

5

8.5

3

6.367

5.0

±2.0

±0.7

65×65

6

8.5

4

7.527

5.91

±2.0

±0.7

65×65

8

8.5

6

9.761

7.66

±2.0

±0.7

70×70

6

8.5

4

8.127

6.38

±2.0

±0.7

75×75

6

8.5

4

8.727

6.85

±2.0

±0.7

75×75

9

8.5

6

12.69

9.96

±2.0

±0.7

75×75

12

8.5

6

16.56

13.0

±2.0

±0.8

80×80

6

8.5

4

9.327

7.32

±2.0

±0.7

90×90

6

10

5

10.55

8.28

±2.0

±0.7

90×90

7

10

5

12.22

9.59

±2.0

±0.7

90×90

10

10

7

17.0

13.3

±2.0

±0.8

90×90

13

10

7

21.71

17.0

±2.0

±0.8

100×100

7

10

5

13.62

10.7

±3.0

±0.7

100×100

10

10

7

19.0

14.9

±3.0

±0.8

100×100

13

10

7

24.31

19.1

±3.0

±0.8

120×120

8

12

5

18.76

14.7

±3.0

±0.7

130×130

9

12

6

22.74

17.9

±3.0

±0.7

130×130

12

12

8.5

29.76

23.4

±3.0

±1.0

130×130

15

12

8.5

36.75

28.8

±3.0

±1.0

150×150

12

14

7

34.77

27.3

±3.0

±1.0

150×150

15

14

10

42.74

33.6

±3.0

±1.0

150×150

19

14

10

53.38

41.9

±3.0

±1.0

 

hot-rolled unequal-leg angles (JIS G3192-2008)

All-Win Iron & Steel

Norminal dimensions (mm)

Sectional area 
(cm2)

Theoretical weight (kg/m)

Tolerance

A×B

t

r1

r2

A

B

t

100×75

7

10

5

11.87

9.32

±3.0

±2.0

±0.7

100×75

10

10

7

16.5

13.0

±3.0

±2.0

±0.8

125×75

7

10

5

13.62

10.7

±3.0

±2.0

±0.7

125×75

10

10

7

19

14.9

±3.0

±2.0

±0.8

125×75

13

10

7

24.31

19.1

±3.0

±2.0

±0.8

150×90

9

12

6

20.50

16.1

±3.0

±2.0

±0.7

150×90

12

12

8.5

27.36

21.5

±3.0

±2.0

±0.8

150×100

9

12

6

21.84

17.1

±3.0

±3.0

±0.7

150×100

12

12

8.5

28.56

22.4

±3.0

±3.0

±0.8

150×100

15

12

8.5

35.25

27.7

±3.0

±3.0

±0.8

 

 

 

unequal-leg and unequal thickness ganles

(JIS G3192-2008)

All-Win Iron & Steel


Norminal dimensions (mm)

Sectional area 
(cm2)

Theoretical weight (kg/m)

Tolerance

AxB

t1

t2

r1

r2

A

B

t1

t2

200×90

9

14

14

7

29.66

23.3

±4.0

±2.0

±0.8

±1.0

250×90

10

15

17

8.5

37.47

29.4

±4.0

±2.0

±1.0

±1.0

250×90

12

16

17

8.5

42.95

33.7

±4.0

±2.0

±1.0

±1.2

300×90

11

16

19

9.5

46.22

36.3

±4.0

±2.0

±1.0

±1.2

300×90

13

17

19

9.5

52.67

41.3

±4.0

±2.0

±1.0

±1.2

350×100

12

17

22

11

57.74

45.3

±4.0

±3.0

±1.0

±1.2

400×100

13

18

24

12

68.59

53.8

±4.0

±3.0

±1.0

±1.2

 


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