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Channel Beams

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Introduce

. U-shaped steel is produced in many different sizes, able to withstand high pressure intensity and is used in quite a variety of different projects.

 

. Have a belly height of 50-380mm and a wing height of 25-100mm the common length is 6m or 12m

 
 
 
 
 

Uses

U-shaped steel is used in civil construction, bodywork, antenna towers, interior applications, machine building and shipbuilding.

 
 
 
 

Standard

SS400, JIS, Q, KS, GOST, TCVN

 

Origin

Origin: China, Korea, Taiwan, Japan, Vietnam ...

 
Giá:
Liên hệ

Japanese standard

                         

Standard size (mm)

Cross-sectional area (cm2)

Unit of weight (kg / m)

Coordinates in the center (cm)

Moment of inertia (cm4)

Inertial radius (cm)

Modulus of section bending resistance (cm3)

HxB

t1

t2

r1

r2

A

W

Cx

Cy

Ix

Iy

ix

iy

Zx

Zy

C75x40

5

7

8

4

8.818

6.92

0

1.28

75.3

12.2

2.92

1.17

20.1

4.47

C100x50

5

7.5

8

4

11.92

9.36

0

1.54

188

26

3.97

1.48

37.6

7.52

C125x65

6

8

8

4

17.11

13.4

0

1.9

424

61.8

4.98

1.90

67.8

13.4

C150x75

6.5

10

10

5

23.71

18.6

0

2.28

861

117

6.03

2.22

115

22.4

C200x80

7.5

11

12

6

31.33

24.6

0

2.21

1,95

168

7.88

2.32

195

29.1

C200x90

8

13.5

14

7

38.65

30.3

0

2.74

2,49

277

8.02

2.68

249

44.2

C250x90

9

13

14

7

44.07

34.6

0

2.40

4,18

294

9.74

2.58

334

44.5

C300x90

9

13

14

7

48.57

38.1

0

2.22

6,44

309

11.5

2.52

429

45.7

C380x100

10.5

16

18

9

69.69

54.5

0

2.41

14,5

535

14.5

2.78

763

70.5

C380x100

13

20

24

12

85.71

67.3

0

2.54

17,6

655

14.3

2.76

926

87.8

                             

Russian standard

                         

Standard size (mm)

Cross-sectional area (cm2)

Unit of weight (kg / m)

Coordinates in the center (cm)

Moment of inertia (cm4)

Inertial radius (cm)

Modulus of section bending resistance (cm3)

HxB

t1

t2

r1

r2

A

W

Cx

Cy

Ix

Iy

ix

iy

Zx

Zy

4.4

7.0

6.0

2.5

5.16

4084

0

1.16

23.8

5.61

1.92

0.954

9.1

2.75

C65x36

4.4

7.2

6.0

2.5

7.51

5.90

0

1.24

48.6

8.7

2.54

1.08

15.0

3.68

C80x40

4.5

7.4

6.5

2.5

8.98

7.05

0

1.31

89.4

12.8

3.16

1.19

22.4

4.75

C100x46

4.5

7.6

7.0

3.0

10.90

8.59

0

1.44

174

20.4

3.99

1.37

34.8

6.46

C120x52

4.8

7.8

7.5

3.0

13.30

10.40

0

1.54

304

31.2

4.78

1.53

50.6

8.52

C140x58

4.9

8.1

8.0

3.0

15.60

12.30

0

1.67

491

45.4

5.60

1.70

70.2

11.0

C160x64

5.0

8.4

8.5

3.5

18.10

14.20

0

1.80

747

68.3

6.42

1.87

93.4

13.8

C180x70

5.1

8.7

9.0

3.5

20.7

16.30

0

 -

1,09

86.0

 -

121.0

17.0

C180x74

5.1

8.7

9.0

3.5

 -

17.40

0

 -

 -

 -

 -

 -

 -

 -

C200x76

5.2

9.0

9.5

4.0

23.4

18.40

0

 -

1,52

113.0

 -

 -

152.0

20.5

C240x90

5.6

10.0

10.5

4.0

30.6

24.0

0

 -

2,9

208.0

 -

 -

242.0

31.6

C270x95

6.0

10.5

11

4.5

35.2

27.7

0

 -

4,16

262.0

 -

 -

308.0

37.3

C300x100

6.5

11.0

12.0

5.0

40.5

31.8

0

 -

5,81

327.0

 -

 -

387.0

43.6

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. (%)

Điều kiện kèm theo

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

HEAD OFFICE

• Address: 1073/63B CMT8 Street, Ward 7, District Tan Binh, HCM City.

• Call: (08) 225 332 45 / 091 950 1919 - Fax: (08) 225 332 45

• Website: www.nhattinsteel.com

• Email: nhattinsteel@gmail.com

 

WAREHOUSE

Warehouse 1: Km 1874, 1A National Highway, Binh Thang Ward, Di An, Binh Duong.

Warehouse 2: 574 Le Van Khuong, Thoi An Ward, District 12, HCM City

• North Branch: Long Bien, Ha Noi

• Dong Nai Branch Representative Office: A4 331B, KP4, Bien Hoa City, Dong Nai

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