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Angle Steel

Lượt xem : 1992
Đánh giá sản phẩm :

 

Introduce

. Angle steel has 2 types: Foundry and Chan.

 

. Corner steel has 2 equal sides, V deviation has long edges and short edges.

 

. On the most popular market are steel V - Nha Be, V - An Khanh. In addition, V - Combined steel, suitable for small projects thanks to competitive prices. And V - China steel has specifications, large thickness, suitable for large projects.

 
 
 
 
 

Uses

Applied in industrial, agricultural and civil constructions such as making stairs, mechanical engineering and shipbuilding industry.

 
 
 
 

Standard

 SS400, SS540, JIS, Q, KS, TCVN

 

Origin

Origin: Nha Be, An Khánh, China

 

 

 

 

Giá:
Liên hệ

Standard size (mm)

Cross-sectional area (cm2)

Unit weight (kg / m)

Coordinate focus

Moment of inertia (cm4)

Inertial radius (cm)

Modulus of section bending resistance (cm3)

             

AxB

t

r1

r2

A

W

Cx = Cy

Ix = Iy

MaxIu

MinIx

ix = iy

Maxix

Miniy

Zx = Zy

L25x25

3

4

2

1.427

1.12

0.719

0.797

1.26

0.332

0.747

0.940

0.483

0.4448

L30x30

3

4

2

1.727

1.36

0.844

1.42

2.26

0.59

0.908

1.14

0.585

0.661

L40x40

5

4.5

3

3.755

2.95

1.17

5.42

8.59

2.25

1.20

1.51

0.774

1.91

L45x45

4

6.5

3

3.492

2.74

1.24

6.50

10.3

2.69

1.36

1.72

0.88

2.00

L45x45

5

6.5

3

4.302

3.38

1.28

7.91

12.5

3.29

1.36

1.71

0.874

2.46

L50x50

4

6.5

3

3.892

3.06

1.37

9.06

14.4

3.76

1.53

1.92

0.983

2.49

L50x50

5

6.5

3

4.082

3.77

1.41

11.1

17.5

4.58

1.52

1.91

0.976

3.08

L50x50

6

6.5

4.5

5.644

4.43

1.44

12.6

20.0

5.23

1.50

1.88

0.96

3.55

L60x60

4

6.5

3

4.692

3.68

1.61

16.0

25.4

6.62

1.85

2.33

1.19

3.66

L60x60

5

6.5

3

5.802

4.55

1.66

19.6

31.2

8.09

1.84

2.32

1.18

4.52

L60x60

6

6.5

4.5

6.844

5.37

1.69

22.6

35.9

9.30

1.82

2.29

1.17

5.24

L65x65

5

8.5

3

6.367

5.00

1.77

25.3

40.1

10.50

1.99

2.51

1.28

5.36

L65x65

6

8.5

4

7.527

5.91

1.81

29.4

46.6

12.20

1.98

2.49

1.27

6.26

L65x65

8

8.5

6

9.761

7.66

1.88

36.8

58.3

15.30

1.94

2.44

1.25

7.96

L70x70

5

8.5

4

6.836

5.37

1.89

31.5

49.9

13.00

2.15

2.70

1.38

6.16

L70x70

6

8.5

4

8.127

6.38

1.93

37.1

58.9

15.30

2.14

2.69

1.37

7.33

L70x70

7

8.5

4

9.396

7.38

1.97

42.5

67.4

17.60

2.13

2.68

1.37

8.46

L75x75

6

8.5

4

8.727

6.85

2.06

46.1

73.2

19.00

2.30

2.90

1.48

8.47

L75x75

9

8.5

6

12.690

9.96

2.17

64.4

102.0

26.70

2.25

2.84

1.45

12.10

L75x75

12

8.5

6

16.560

13.00

2.29

81.9

129.0

34.50

2.22

2.79

1.44

15.7

L80x80

6

8.5

4

9.327

7.32

2.18

56.4

89.6

23.20

2.46

3.10

1.58

9.7

L80x80

7

8.5

4

10.797

8.48

2.23

64.2

102.4

26.80

2.44

3.08

1.58

11.12

L80x80

8

8.5

4

12.250

9.61

2.26

72.8

116

30.00

2.44

3.07

1.57

12.7

L90x90

6

10

5

10.550

8.28

2.42

80.7

128

33.40

2.77

3.48

1.78

12.3

L90x90

7

10

5

12.220

9.59

2.46

93

148

38.30

2.76

3.48

1.77

14.2

L90x90

8

10

7

13.764

10.8

2.50

104

165

42.80

2.74

3.46

1.76

16.0

L90x90

9

10

7

15.394

12.1

2.54

114

182

47.30

2.72

3.44

1.75

17.65

L90x90

10

10

7

17.00

13.3

2.57

125

199

51.70

2.71

3.42

1.74

19.5

L90x90

13

10

7

21.71

17.0

2.69

156

248

65.30

2.68

3.38

1.73

24.8

L100x100

7

10

5

13.62

10.7

2.71

129

205

53.20

3.08

3.88

1.98

17.70

L100x100

8

10

8

15.36

12.1

2.75

144

229

59.40

3.06

3.86

1.97

19.86

L100x100

9

10

7

17.19

13.5

2.78

159

253

65.40

3.04

3.84

1.95

22.0

L100x100

10

10

7

19.00

14.9

2.82

175

278

72.00

3.04

3.83

1.95

24.4

L100x100

12

10

7

22.56

17.7

2.90

205

325

84.70

3.01

3.80

1.94

28.9

L100x100

13

10

7

24.31

19.1

2.94

220

348

91.10

3.00

3.78

1.94

31.1

L120x120

8

12

5

18.76

14.7

3.24

258

410

106

3.71

4.67

2.38

29.5

L120x120

10

12

5

23.20

18.2

3.33

316

501

130

3.69

4.65

2.37

36.4

L120x120

12

12

5

27.56

21.6

3.41

370

588

153

3.67

4.62

2.35

43.1

L120x120

15

12

5

33.95

26.7

3.52

447

709

186

3.63

4.57

2.34

52.8

L120x120

18

12

5

40.16

31.5

3.64

519

820

218

3.60

4.52

2.33

62.1

L130x130

9

12

6

22.74

17.9

3.53

366

583

150

4.01

5.06

2.57

38.7

L130x130

10

12

6

25.16

19.7

3.57

403

641

165

4.00

5.05

2.56

42.8

L130x130

12

12

8.5

29.76

23.4

3.64

467

743

192

3.96

5.00

2.54

49.9

L130x130

15

12

8.5

36.75

28.8

3.76

568

902

234

3.93

4.95

2.53

61.5

L150x150

10

14

7

29.21

22.9

4.06

627

997

258

4.63

5.84

2.97

57.3

L150x150

12

14

7

34.77

27.3

4.14

740

1,18

304

4.61

5.82

2.96

68

L150x150

15

14

10

42.74

33.6

4.24

888

1,14

365

4.56

5.75

2.92

82.6

L150x150

18

14

10

50.75

39.8

4.36

1,04

1,651

430

4.53

5.70

2.91

97.8

L150x150

19

14

10

53.38

41.9

4.40

1,09

1,73

451

4.52

5.69

2.91

103

L150x150

20

14

10

55.99

44.0

4.44

1,137

1,802

472

4.51

5.67

2.90

108

L175x175

12

15

11

40.52

31.8

4.73

1,17

1,86

480

5.38

6.78

3.44

91.8

L175x175

15

15

11

50.21

39.4

4.85

1,44

2,29

589

5.35

6.75

3.42

114

L200x200

15

17

12

57.75

45.3

5.46

2,18

3,47

891

6.14

7.75

3.93

150

L200x200

16

17

12

61.44

48.2

5.51

2,311

3,677

945

6.13

7.74

3.92

159

L200x200

18

17

12

68.76

54.0

5.59

2,57

4,088

1,052

6.11

7.71

3.91

178

L200x200

20

17

12

76.00

59.7

5.67

2,82

4,49

1,16

6.09

7.68

3.90

197

L200x200

24

17

12

90.24

70.8

5.82

3,302

5,242

1,363

6.05

7.62

3.89

233

L200x200

25

17

12

93.75

73.6

5.86

3,42

5,42

1,41

6.04

7.61

3.88

242

L200x200

26

17

12

97.24

76.3

5.90

3,532

5,601

1,464

6.03

7.59

3.88

251

L250x250

25

24

12

119.40

93.7

7.10

6,95

11,1

2,86

7.63

9.62

4.90

388

L250x250

35

24

18

162.60

128.0

7.45

9,11

14,4

3,79

7.49

9.42

4.83

519

MECHANICS OF COMMON CARBON STEEL STRUCTURE:

Mark Steel Flow limit δc (MPa) ≥
(1) (2)
Tensile strength δb (MPa) Elongation ≥ Bend 108o
r - radius inside
a - length or diameter
 
 
Thickness or diameter (mm) Thickness or diameter (mm)
 
δ (%)
≤ 16 > 16 > 40  
SS330 
 
205 195 175 330 ~430 Flat plate ≤ 5
> 5
~ 16
16 ~
50
> 40
 
26
21
 
26
 
28
r = 0.5a
205 195 175 330 ~430 Bars, corners ≤ 25 25
30
r = 0.5a
SS400 
 
245 235 215 400 ~510 Flat plate ≤ 5
> 5
~ 16
16 ~
50
> 40
 
21
17
 
21
 
23
r = 1.5a
Bars, corners ≤ 25
> 25
 
20
24
r = 1.5a
SS490 
 
280 275 255 490 ~605 Flat plate ≤ 5
> 5
~ 16
16 ~
50
> 40
19
15
 
19
 
21
r = 2.0a
Bars, corners ≤ 25
> 25
18
21
r = 2.0a
SS540 400 390 - 540 Flat plate ≤ 5
> 5
~ 16
16 ~
50
> 40
16
13
 
17
 
r = 2.0a
400 390 - 540 Bars, corners ≤ 25
> 25
13
17
r = 2.0a
(1)   Thickness or diameter> 100mm, flow limit or yield strength SS330 is 165 MPa, SS400 is 245 MPa.
(2)   Steel thickness> 90mm, each increase in thickness of 25mm, elongation decreases by 1% but decreases the maximum to only 3%.

(Trích nguồn sổ tay xây dựng thép thế giới PGS. TS. Trần Văn Địch tr.291 - 294)

2. MECHANICAL STEEL WELDING STRUCTURE:

Mark Steel Flow limit (MPa) ≥ Tensile Elongation ≥ Akv (0oC)/J
Thickness (mm) Thickness (mm) Thickness (mm) δ (%)
<16 16 ~ 40 40 ~ 75 75 ~ 100 100 ~ 160 160 ~ 200 <100 100 ~ 200
SM400A
SM400B
 
SM400C
245 235 215 215 205 195 400 ~ 510 400 ~ 510 < 5
5 ~ 16
16 ~ 50
> 40
23
18
22
24
-
≥ 27
- - ≥ 47
SM 490A
SM 490B
 
SM 490C
325 315 295 295 228 275 490 ~ 610 490 ~ 610 <5
5 ~ 16
16 ~ 50
> 40
22
17
21
23
≥ 27
- - ≥ 47
SM490YA
SM490YB
 
 
365 355 335 325 - - 490 ~ 610 - < 5
5 ~ 16
16 ~ 50
> 40
19
15
19
21
-
≥ 27
SM520B
SM520C
 
365 355 335 325 - - 520 - 640 - < 5
5 ~ 16
16 ~ 50
> 40
19
15
19
21
 
≥ 27
≥ 47
SM 570 460 450 430 420 - - 570 - 720 - < 16
> 16
> 20
19
26
20
≥ 47
(-50C)

(Trích nguồn sổ tay xây dựng thép thế giới PGS. TS. Trần Văn Địch tr.291 - 294)

Mark Steel

Old Mark

C (%)

  1. (%)
  2. (%)
  3. (%)
 

  1. (%)

Conditions attached

Ordinary carbon steel [JIS G3101 (1981)]        

Steel structure thickness (mm)






 

≤ 50

>50  ~ 200

SS330

S34

-

-

-

0.050

0.050

SS400

S41

-

-

-

0.050

0.050

SS490

SS50

-

-

-

0.050

0.050

SS540

SS55

≤ 0.30

-

1.60

0.040

0.040

Welded structural steel [JIS G3106 (1992)]        

SM400A

SM41A

≤ 0.23

≤ 0.25

-

-

 2.5 X C

 2.5 X C

0.035

0.035

0.035

0.035

SM400B

SM 41B

≤ 0.20

≤ 0.22

≤ 0.35

≤ 0.35

0.60 ~ 1.00

0.60 ~ 1.00

0.035

0.035

0.035

0.035

≤ 50

>50  ~ 200

SM400C

SMC

≤ 0.18

≤ 0.35

≤ 1.4

0.035

0.035

≤ 100

SM490A

SM50A

≤ 0.20

≤ 0.55

≤ 1.60

0.035

0.035

≤ 50

≤ 0.22

≤ 0.55

≤ 1.60

0.035

0.035

> 50  ~ 200

SM490B

SM50B

≤ 0.18

≤ 0.55

≤ 1.60

0.035

0.035

≤ 50

   

≤ 0.22

≤ 0.55

≤ 1.60

0.035

0.035

> 50  200

SM490C

SM50C

≤ 0.18

≤ 0.55

≤ 1.60

0.035

0.035

≤ 100

SM490YA

SM50YA

≤ 0.20

≤ 0.55

≤ 1.60

0.035

0.035

≤ 100

SM490YB

SM50YB

≤ 0.20

≤ 0.55

≤ 1.60

0.035

0.035

≤ 100

SM520B

SM53B

≤ 0.20

≤ 0.55

≤ 1.60

0.035

0.035

≤ 100

SM520C

SM53C

≤ 0.20

≤ 0.55

≤ 1.60

0.035

0.035

≤ 100

SM570(1)

SM58

≤ 0.18

≤ 0.55

≤ 1.60

0.035

0.035

≤ 100

(1) Carbon content (Ce) of SM570 steel grade, thickness ≤ 50mm is ≤ 0.44%, from 50 - 100mm ≤ 0.47%

(Trích nguồn sổ tay xây dựng thép thế giới PGS. TS. Trần Văn Địch tr.291 - 294)

1

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