Structural H Beam,H Beam ,H section,Carbon Steel H-beam,Stainless Steel H-beam,Galvanized H Beam,Aluminum H Beam,Alloy H Beam,Wide Flange Beam
H Section
H Section
H Section
H Section

H Section

Pipe Type:Structural H Beam,H Beam ,H section,Carbon Steel H-beam,Stainless Steel H-beam,Galvanized H Beam,Aluminum H Beam,Alloy H Beam,Wide Flange Beam,High-Spec H-Beams,Patterned H-Beams

Size:100*50-700*300mm
Web Thickness:5-16mm
Web Width:50--300mm
Flange Thickness:4.5-23mm
Flange Width:50-400mm
Length:1-12m or as customer request
Standard:AISI,ASTM,DIN,JIS,GB ,JIS,SUS,EN,BS ISO.etc
Shape:H Channel/I Channel
Technique:Hot rolled/Cold Rolled/Galvanized
Edge:Mill Edge/ Silt Edge
Surface Treatment:Hot Dip Galvanized, Painting or Black.
Application:Construction,Decoration,Ship,Medical Equipment,Machinery,Mechanical&manufacture,Steel structure,Shipbuilding,Bridging, Automobile chassis

  • Description
  • Specification
  • Production process
  • Packaging pictures
  • Inquiry
Description

Pipe Type:Structural H Beam,H Beam ,H section,Carbon Steel H-beam,Stainless Steel H-beam,

Galvanized H Beam,Aluminum H Beam,Alloy H Beam,Wide Flange Beam,High-Spec H-Beams,Patterned H-Beams

Size:100*50-700*300mm

Web Thickness:5-16mm

Web Width:50--300mm

Flange Thickness:4.5-23mm

Flange Width:50-400mm

Length:1-12m or as customer request

Standard:AISI,ASTM,DIN,JIS,GB ,JIS,SUS,EN,BS ISO.etc

Shape:H Channel/I Channel

Technique:Hot rolled/Cold Rolled/Galvanized

Edge:Mill Edge/ Silt Edge

Surface Treatment:Hot Dip Galvanized, Painting or Black.

Application:Construction,Decoration,Ship,Medical Equipment,Machinery,Mechanical&manufacture,Steel structure,Shipbuilding,Bridging, Automobile chassis

Steel Grade:
1015,1020,1035,1045,1055,1060,1213,1140,1215,9255,9262,1039,1025,1335,1330,1050,1095,

4520,2515,3135,3415,3310,9840,8620,8740,4340,5015,5132,5140,5115,5155,4130,4137,4135,4140,

4142,6150,Ck10,Ck15,Ck22,Ck25,Ck30,Ck35,Ck40,Ck45,Ck50, 30Mn4,40Mn4 12Cr1MoV Cr5Mo

15CrMo 30CrMo 40CrMo 20SiMn 12Cr1MoVG 20CrNiMo 15CrMoG A3642CrMo 40CrNiMoA 50CrV


Stainless steel H-beam:

Length:1-12m or as customer's request
height:100-1000mm
Width:100-407mm
Thickness:4.0mm-35mm
Tolerance:±0.05mm
Standard:AISI,ASTM,DIN,JIS,GB ,JIS,SUS,EN,etc
Technique:Hot rolled / cold rolled
Surface Treatment:No.1/No.3/No.4/HL/1D/8K
Material:201, 202, 301, 302, 303, 304, 304L, 304H, 310S, 316, 316L, 317L, 321,310S,309S, 410, 410S,420, 430, 431, 440A,904L
Application:Mechanical&manufacture,Steel structure,Shipbuilding,Bridging, Automobile chassis

Carbon Steel H-beam:

Height:100-900mm
Width:50-400mm
Web thickness:5-30mm
Flange thickness:7-40mm
Standard:ASTM,AISI,JIS,DIN,EN,BS
Processing Type:Cutting, bending,stamping,welding,cnc machining
Cutting Type :Laser cutting;water-jet cutting;flame cutting
Surface Treatment:1),Bared2),Black painted (varnish coating)3),Galvanized4),With oiled-covered
Application:Construction,Decoration,Ship,Medical Equipment,Machinery,etc
Technique:Hot Rolled    Edge:Mill Edge/ Silt Edge
Grade:1015,1020,1035,1045,1055,1060,1213,1140,1215,9255,9262,1039,1025,1335,1330,1050,1095,

4520,2515,3135,3415,3310,9840,8620,8740,4340,5015,5132,5140,5115,5155,4130,4137,4135,4140,

4142,6150,Ck10,Ck15,Ck22,Ck25,Ck30,Ck35,Ck40,Ck45,Ck50, 30Mn4,40Mn4 12Cr1MoV Cr5Mo

15CrMo 30CrMo 40CrMo 20SiMn 12Cr1MoVG 20CrNiMo 15CrMoG A3642CrMo 40CrNiMoA 50CrV

Specification

Wide Flange Series

Classification
(Height × Flange width)
Standard cross-section
dimensions (mm)
Cross-sectional
area(cm3)
Unit mass
(kg/m)
H×B t1 t2 r
100×100 *100×100

6

8

8

21.59 16.9
125×125 125×125

6.5

9

8

30.00 23.6
150×150 150×150

7

10

8

39.65 31.1
175×175 175×175

7.5

11

13

51.43 40.4
200×200 200×200
*200×204

8
12

12
12

13
13

63.53
71.53
49.9
56.2
250×250 *244×252
250×250
*250×255

11
9
14

11
14
14

13
13
13

81.31
91.43
103.9
63.8
71.8
81.6
300×300 *294×302
300×300
*300×305

12
10
15

12
15
15

13
13
13

106.3
118.5
133.4
83.4
93.0
105.0
350×350 *344×348
*344×354
350×350

10
16
12

16
16
19

13
13
13

144.0
164.6
171.9
113.0
129.0
135.0
400×400 400×400

13

21

22

218.7 172.0


Classification
(Height × Flange width)
Reference
Second moment
of area(cm4)
Radius of gyration
of area(cm)
Section
modulus(cm3)
lx ly ix iy zx zy
100×100 378 134 4.18 2.49 75.6 26.7
125×125 839 293 5.29 3.13 134.0 46.9
150×150 1,620 563 6.40 3.77 216.0 75.1
175×175 2,900 984 7.50 4.37 331.0 112.0
200×200 4,720
4,980
1,600
1,700
8.62
8.35
5.02
4.88
472.0
498.0
160.0
167.0
250×250 8,700
10,700
11,400
2,940
3,650
3,880
10.30
10.80
10.50
6.01
6.32
6.11
713.0
860.0
912.0
233.0
292.0
304.0
300×300 16,600
20,200
21,300
5,510
6,750
7,100
12.50
13.10
12.60
7.20
7.55
7.30
1,130.0
1,350.0
1,420.0
365.0
450.0
466.0
350×350 32,800
34,900
39,800
11,200
11,800
13,600
15.10
14.60
15.20
8.84
8.48
8.89
1,910.0
2,030.0
2,280.0
646.0
669.0
776.0
400×400 66,600 22,400 17.50 10.10 3,330.0 1,120.0


Medium Flange Series

Classification
(Height × Flange width)
Standard cross-section
dimensions(mm)
Cross-sectional
area(cm3)
Unit mass
(kg/m)
H×B t1 t2 r
200×150 194×150

6

9

8

38.11 29.9
250×175 244×175

7

11

13

55.49 43.6
300×200 294×200

8

12

13

71.05 55.8
350×250 340×250

9

14

13

99.53 78.1
400×300 390×300

10

16

13

133.30 105
450×300 440×300

11

18

13

153.90 121
500×300 482×300
488×300

11
11

15
18

13
13

141.2
159.2
111
125
600×300 582×300
588×300
594×302

12
12
14

17
20
23

13
13
13

169.20
187.20
217.10
133
147
170
700×300 692×300
700×300

13
13

20
24

18
18

207.50
231.50
163
182
800×300 792×300
800×300

14
14

22
26

18
18

239.50
263.50
188
207
900×300 *890×299
900×300
*912×302

15
16
18

23
28
34

18
18
18

266.90
305.80
360.10
210
240
283


Classification
(Height × Flange width)
Reference
Second moment
of area(cm4)
Radius of gyration
of area(cm)
Section
modulus(cm3)
lx ly ix iy zx zy
200×150 2,630 507 8.30 3.65 271 67.6
250×175 6,040 984 10.40 4.21 495 112
300×200 11,100 1,600 12.50 4.75 756 160
350×250 21,200 3,650 14.60 6.05 1,250 292
400×300 37,900 7,200 16.90 7.35 1,940 480
450×300 54,700 8,110 18.90 7.26 2,490 540
500×300 58,300
68,900
6,760
8,110
20.30
20.80
6.92
7.14
2,420
2,820
450
540
600×300 98,900
114,000
134,000
7,660
9,010
10,600
24.20
24.70
24.80
6.73
6.94
6.98
3,400
3,890
4,500
511
601
700
700×300 168,000
197,000
9,020
10,800
28.50
29.20
6.59
6.83
4,870
5,640
601
721
800×300 248,000
286,000
9,920
11,700
32.20
33.00
6.44
6.67
6,270
7,160
661
781
900×300 339,000
404,000
491,000
10,300
12,600
15,700
35.60
36.40
36.90
6.20
6.43
6.59
7,610
8,990
10,800
687
842
1.040


Narrow Flange Series

Classification
(Height × Flange width)
Standard cross-section
dimensions(mm)
Cross-sectional
area(cm3)
Unit mass
(kg/m)
H×B t1 t2 r
200×100 *198×99
200×100

4.5
5.5

7
8


8
8

22.69
26.67
17.8
20.9
250×125 248×124
250×125

5
6

8
9

8
8

31.99
36.97
25.1
29.0
300×150 298×149
300×150

5.5
6.5

8
9

13
13

40.80
46.78
32.0
36.7
350×175 346×174
350×175

6
7

9
11

13
13

52.45
62.91
41.2
49.4
400×200 396×199
400×200

7
8

11
13

13
13

71.41
83.37
56.1
65.4
450×200 446×199
450×200

8
9

12
14

13
13

82.97
95.43
65.1
74.9
500×200 496×199
500×200
*506×201

9
10
11

14
16
19

13
13
13

99.29
112.30
129.30
77.9
88.2
102.0
600×200 596×199
600×200
*606×201

10
11
12

15
17
20

13
13
13

117.80
131.70
149.80
92.5
103.0
118.0


Classification
(Height × Flange width)
Reference
Second moment
of area(cm4)
Radius of gyration
of area(cm)
Section
modulus(cm3)
lx ly ix iy zx zy
200×100 1,540
1,810
113
134
8.25
8.23
2.24
2.24
156
181
22.9
26.7
250×125 3,450
3,960
255
294
10.40
10.40
2.82
2.82
278
317
41.1
47.0
300×150 6,320
7,210
442
508
12.40
12.40
3.29
3.29
424
481
59.3
67.7
350×175 11,000
13,500
791
984
14.50
14.60
3.88
3.96
638
771
91.0
112.0
400×200 19,800
23,500
1,450
1,740
16.60
16.80
4.50
4.56
999
1.170
145.0
174.0
450×200 28,100
32,900
1,580
1,870
18.40
18.60
4.36
4.43
1,260
1,460
159.0
187.0
500×200 40,800
46,800
55,500
1,840
2,140
2,580
20.30
20.40
20.70
4.31
4.36
4.46
1,650
1,870
2,190
185.0
214.0
256.0
600×200 66,600
75,600
88,300
1,980
2,270
2,720
23.80
24.00
24.30
4.10
4.16
4.26
2,240
2,520
2,910
199.0
227.0
270.0

High-Spec H-Beams

Standard Type code Chemical composition Unit:(%) Unit:(%)
Spec code C
(max.)
Si
(max.)
Mn P
(max.)
S
(max.)
Cu
(max.)
Cr*6
(max.)
Sn
(max.)
Ceq Pcm
JIS G 3101

SS400

-

-

-

0.050

0.050

-

-

-

-

-

YHS-SS400

0.20

0.35

0.80 or lower

0.030

0.015

0.40

0.25

0.040

0.36
or lower

-

JIS G 3136

SN400B

0.20

0.35

0.60 – 1.40

0.030

0.015

-

-

-

0.36
or lower

(0.26 or lower) *4

YHS-SN400B

0.20

0.35

0.60 – 1.40

0.030

0.015

0.40

0.25

0.040

0.36
or lower

0.26 or lower

JIS G 3106

SM490A

0.20

0.55

1.65 or lower

0.035

0.035

-

-

-

-

-

YHS-SM490A

0.18

0.40

1.50 or lower

0.030

0.013

0.40

0.25

0.035

0.44
or lower

0.29 or lower

JIS G 3136

SN490B

0.18

0.55

1.60 or lower

0.030

0.015

-

-

-

0.44
or lower

(0.29 or lower) *4

YHS-SN490B

0.18

0.40

1.50 or lower

0.030

0.013

0.40

0.25

0.035

0.44
or lower

0.29 or lower



Standard Type code Mechanical properties Shape/
Dimensional
standard
Product's internal
properties
Spec code Yield point *1
(N/mm2)
Tensile
strength
Yield
ratio *2
Elongation(%) Impact
value(0℃)*3
Steel
thickness(mm)
(N/mm2) (N/mm2) (%) Steel
thickness(mm)
(%) (J)
JIS G 3101

SS400

t≦16

245
or higher

400 – 510

-

5<t≦16

17
or higher

-

JIS G 3192


16<t≦40

235
or higher

16<t≦50

21
or higher

YHS-SS400

245 – 355

400 – 510

-

21 or higher

27
or higher

JIS G 3136

SN400B

6≦t<12

235
or higher

400 – 510

80
or lower

6≦t≦16

18
or higher

27
or higher

JIS G 3136

12≦t≦40

235 – 355

16<t≦50

22
or higher

YHS-SN400B

235 – 355

400 – 510

80
or lower

22 or higher

70
or higher

*5
JIS G 3106

SM490A

t≦16

325
or higher

490 – 610

-

5<t≦16

17
or higher

-

JIS G 3192

16<t≦40

315
or higher

16<t≦50

21
or higher

YHS-SM490A

325 – 445

490~610

80
or lower

21 or higher

70
or higher

*5
JIS G 3136

SN490B

6≦t<12

325
or higher

490 – 610

80
or lower

6≦t≦16

17
or higher

27
or higher

JIS G 3136

12≦t≦40

325 – 445

16<t≦50

21
or higher

YHS-SN490B

325 – 445

490 – 610

80
or lower

21 or higher

100
or higher

*5


Patterned H-Beams

Deck type Surface pattern Name Material type
Yamato Deck

Circular dot pattern

YDB(Yamato Deck Beam)

SM490A type

General Deck

Grid pattern

YSB(Yamato Striped Beam)


◆Cross-section dimensions, cross-sectional area, unit mass and characteristics
Name Cross-section dimensions(mm) Cross-sectional
area(cm2)
Unit mass
(kg/m)
H×B t1 t2 r

YDB

191.5×197 5.8 7.8(8.2) 13 44.27 34.7

YSB

196×197 6 8 13 47.39 37.2


Name Second moment of
area(cm4)
Radius of gyration
of area(cm)
Section modulus
(cm3)
lx ly ix iy zx zy

YDB

3,120 1,040 8.40 4.85 322 106

YSB

3,408 1,165 8.48 4.96 348 118


◆Chemical composition
(Chemical composition and mechanical properties are the same for YDB and YSB)
C Si Mn P S
0.20% or lower 0.55% or lower 1.65% or lower 0.035% or lower 0.035% or lower


◆Mechanical properties
Yield point and proof strength Tensile strength Elongation
325N/mm2or higher 490~610N/mm2 17% or higher
Production process
Packaging pictures
Inquiry

If you have any inquiries and questions, please contact CONTINENTAL STEEL CO.,LTD. at any time. Thanks in advance. Welcome!

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Specification

Wide Flange Series

Classification
(Height × Flange width)
Standard cross-section
dimensions (mm)
Cross-sectional
area(cm3)
Unit mass
(kg/m)
H×B t1 t2 r
100×100 *100×100

6

8

8

21.59 16.9
125×125 125×125

6.5

9

8

30.00 23.6
150×150 150×150

7

10

8

39.65 31.1
175×175 175×175

7.5

11

13

51.43 40.4
200×200 200×200
*200×204

8
12

12
12

13
13

63.53
71.53
49.9
56.2
250×250 *244×252
250×250
*250×255

11
9
14

11
14
14

13
13
13

81.31
91.43
103.9
63.8
71.8
81.6
300×300 *294×302
300×300
*300×305

12
10
15

12
15
15

13
13
13

106.3
118.5
133.4
83.4
93.0
105.0
350×350 *344×348
*344×354
350×350

10
16
12

16
16
19

13
13
13

144.0
164.6
171.9
113.0
129.0
135.0
400×400 400×400

13

21

22

218.7 172.0


Classification
(Height × Flange width)
Reference
Second moment
of area(cm4)
Radius of gyration
of area(cm)
Section
modulus(cm3)
lx ly ix iy zx zy
100×100 378 134 4.18 2.49 75.6 26.7
125×125 839 293 5.29 3.13 134.0 46.9
150×150 1,620 563 6.40 3.77 216.0 75.1
175×175 2,900 984 7.50 4.37 331.0 112.0
200×200 4,720
4,980
1,600
1,700
8.62
8.35
5.02
4.88
472.0
498.0
160.0
167.0
250×250 8,700
10,700
11,400
2,940
3,650
3,880
10.30
10.80
10.50
6.01
6.32
6.11
713.0
860.0
912.0
233.0
292.0
304.0
300×300 16,600
20,200
21,300
5,510
6,750
7,100
12.50
13.10
12.60
7.20
7.55
7.30
1,130.0
1,350.0
1,420.0
365.0
450.0
466.0
350×350 32,800
34,900
39,800
11,200
11,800
13,600
15.10
14.60
15.20
8.84
8.48
8.89
1,910.0
2,030.0
2,280.0
646.0
669.0
776.0
400×400 66,600 22,400 17.50 10.10 3,330.0 1,120.0


Medium Flange Series

Classification
(Height × Flange width)
Standard cross-section
dimensions(mm)
Cross-sectional
area(cm3)
Unit mass
(kg/m)
H×B t1 t2 r
200×150 194×150

6

9

8

38.11 29.9
250×175 244×175

7

11

13

55.49 43.6
300×200 294×200

8

12

13

71.05 55.8
350×250 340×250

9

14

13

99.53 78.1
400×300 390×300

10

16

13

133.30 105
450×300 440×300

11

18

13

153.90 121
500×300 482×300
488×300

11
11

15
18

13
13

141.2
159.2
111
125
600×300 582×300
588×300
594×302

12
12
14

17
20
23

13
13
13

169.20
187.20
217.10
133
147
170
700×300 692×300
700×300

13
13

20
24

18
18

207.50
231.50
163
182
800×300 792×300
800×300

14
14

22
26

18
18

239.50
263.50
188
207
900×300 *890×299
900×300
*912×302

15
16
18

23
28
34

18
18
18

266.90
305.80
360.10
210
240
283


Classification
(Height × Flange width)
Reference
Second moment
of area(cm4)
Radius of gyration
of area(cm)
Section
modulus(cm3)
lx ly ix iy zx zy
200×150 2,630 507 8.30 3.65 271 67.6
250×175 6,040 984 10.40 4.21 495 112
300×200 11,100 1,600 12.50 4.75 756 160
350×250 21,200 3,650 14.60 6.05 1,250 292
400×300 37,900 7,200 16.90 7.35 1,940 480
450×300 54,700 8,110 18.90 7.26 2,490 540
500×300 58,300
68,900
6,760
8,110
20.30
20.80
6.92
7.14
2,420
2,820
450
540
600×300 98,900
114,000
134,000
7,660
9,010
10,600
24.20
24.70
24.80
6.73
6.94
6.98
3,400
3,890
4,500
511
601
700
700×300 168,000
197,000
9,020
10,800
28.50
29.20
6.59
6.83
4,870
5,640
601
721
800×300 248,000
286,000
9,920
11,700
32.20
33.00
6.44
6.67
6,270
7,160
661
781
900×300 339,000
404,000
491,000
10,300
12,600
15,700
35.60
36.40
36.90
6.20
6.43
6.59
7,610
8,990
10,800
687
842
1.040


Narrow Flange Series

Classification
(Height × Flange width)
Standard cross-section
dimensions(mm)
Cross-sectional
area(cm3)
Unit mass
(kg/m)
H×B t1 t2 r
200×100 *198×99
200×100

4.5
5.5

7
8


8
8

22.69
26.67
17.8
20.9
250×125 248×124
250×125

5
6

8
9

8
8

31.99
36.97
25.1
29.0
300×150 298×149
300×150

5.5
6.5

8
9

13
13

40.80
46.78
32.0
36.7
350×175 346×174
350×175

6
7

9
11

13
13

52.45
62.91
41.2
49.4
400×200 396×199
400×200

7
8

11
13

13
13

71.41
83.37
56.1
65.4
450×200 446×199
450×200

8
9

12
14

13
13

82.97
95.43
65.1
74.9
500×200 496×199
500×200
*506×201

9
10
11

14
16
19

13
13
13

99.29
112.30
129.30
77.9
88.2
102.0
600×200 596×199
600×200
*606×201

10
11
12

15
17
20

13
13
13

117.80
131.70
149.80
92.5
103.0
118.0


Classification
(Height × Flange width)
Reference
Second moment
of area(cm4)
Radius of gyration
of area(cm)
Section
modulus(cm3)
lx ly ix iy zx zy
200×100 1,540
1,810
113
134
8.25
8.23
2.24
2.24
156
181
22.9
26.7
250×125 3,450
3,960
255
294
10.40
10.40
2.82
2.82
278
317
41.1
47.0
300×150 6,320
7,210
442
508
12.40
12.40
3.29
3.29
424
481
59.3
67.7
350×175 11,000
13,500
791
984
14.50
14.60
3.88
3.96
638
771
91.0
112.0
400×200 19,800
23,500
1,450
1,740
16.60
16.80
4.50
4.56
999
1.170
145.0
174.0
450×200 28,100
32,900
1,580
1,870
18.40
18.60
4.36
4.43
1,260
1,460
159.0
187.0
500×200 40,800
46,800
55,500
1,840
2,140
2,580
20.30
20.40
20.70
4.31
4.36
4.46
1,650
1,870
2,190
185.0
214.0
256.0
600×200 66,600
75,600
88,300
1,980
2,270
2,720
23.80
24.00
24.30
4.10
4.16
4.26
2,240
2,520
2,910
199.0
227.0
270.0

High-Spec H-Beams

Standard Type code Chemical composition Unit:(%) Unit:(%)
Spec code C
(max.)
Si
(max.)
Mn P
(max.)
S
(max.)
Cu
(max.)
Cr*6
(max.)
Sn
(max.)
Ceq Pcm
JIS G 3101

SS400

-

-

-

0.050

0.050

-

-

-

-

-

YHS-SS400

0.20

0.35

0.80 or lower

0.030

0.015

0.40

0.25

0.040

0.36
or lower

-

JIS G 3136

SN400B

0.20

0.35

0.60 – 1.40

0.030

0.015

-

-

-

0.36
or lower

(0.26 or lower) *4

YHS-SN400B

0.20

0.35

0.60 – 1.40

0.030

0.015

0.40

0.25

0.040

0.36
or lower

0.26 or lower

JIS G 3106

SM490A

0.20

0.55

1.65 or lower

0.035

0.035

-

-

-

-

-

YHS-SM490A

0.18

0.40

1.50 or lower

0.030

0.013

0.40

0.25

0.035

0.44
or lower

0.29 or lower

JIS G 3136

SN490B

0.18

0.55

1.60 or lower

0.030

0.015

-

-

-

0.44
or lower

(0.29 or lower) *4

YHS-SN490B

0.18

0.40

1.50 or lower

0.030

0.013

0.40

0.25

0.035

0.44
or lower

0.29 or lower



Standard Type code Mechanical properties Shape/
Dimensional
standard
Product's internal
properties
Spec code Yield point *1
(N/mm2)
Tensile
strength
Yield
ratio *2
Elongation(%) Impact
value(0℃)*3
Steel
thickness(mm)
(N/mm2) (N/mm2) (%) Steel
thickness(mm)
(%) (J)
JIS G 3101

SS400

t≦16

245
or higher

400 – 510

-

5<t≦16

17
or higher

-

JIS G 3192


16<t≦40

235
or higher

16<t≦50

21
or higher

YHS-SS400

245 – 355

400 – 510

-

21 or higher

27
or higher

JIS G 3136

SN400B

6≦t<12

235
or higher

400 – 510

80
or lower

6≦t≦16

18
or higher

27
or higher

JIS G 3136

12≦t≦40

235 – 355

16<t≦50

22
or higher

YHS-SN400B

235 – 355

400 – 510

80
or lower

22 or higher

70
or higher

*5
JIS G 3106

SM490A

t≦16

325
or higher

490 – 610

-

5<t≦16

17
or higher

-

JIS G 3192

16<t≦40

315
or higher

16<t≦50

21
or higher

YHS-SM490A

325 – 445

490~610

80
or lower

21 or higher

70
or higher

*5
JIS G 3136

SN490B

6≦t<12

325
or higher

490 – 610

80
or lower

6≦t≦16

17
or higher

27
or higher

JIS G 3136

12≦t≦40

325 – 445

16<t≦50

21
or higher

YHS-SN490B

325 – 445

490 – 610

80
or lower

21 or higher

100
or higher

*5


Patterned H-Beams

Deck type Surface pattern Name Material type
Yamato Deck

Circular dot pattern

YDB(Yamato Deck Beam)

SM490A type

General Deck

Grid pattern

YSB(Yamato Striped Beam)


◆Cross-section dimensions, cross-sectional area, unit mass and characteristics
Name Cross-section dimensions(mm) Cross-sectional
area(cm2)
Unit mass
(kg/m)
H×B t1 t2 r

YDB

191.5×197 5.8 7.8(8.2) 13 44.27 34.7

YSB

196×197 6 8 13 47.39 37.2


Name Second moment of
area(cm4)
Radius of gyration
of area(cm)
Section modulus
(cm3)
lx ly ix iy zx zy

YDB

3,120 1,040 8.40 4.85 322 106

YSB

3,408 1,165 8.48 4.96 348 118


◆Chemical composition
(Chemical composition and mechanical properties are the same for YDB and YSB)
C Si Mn P S
0.20% or lower 0.55% or lower 1.65% or lower 0.035% or lower 0.035% or lower


◆Mechanical properties
Yield point and proof strength Tensile strength Elongation
325N/mm2or higher 490~610N/mm2 17% or higher
Production process
Packaging pictures
Inquiry

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