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Japanese Wide Flange Beams

Size

Weight 

Depth of Section
(A)

Flange Width
(B)

Thickness

Corner Radius
(r)

Sectional Area

Moment of Inertia

Radius of Gyration

Modulus of Section

Web
(t1)

Flange
(t2)

JX

JY

ix

iy

Zx

Zy

mm

kg/m

mm

mm

mm

mm

mm

cm

cm4

cm4

cm

cm

cm3

cm3

450 x 300

106

434

299

10

15

24

135.0

46800

6690

18.6

7.04

2160

448

124

440

300

11

18

24

157.4

56100

8110

18.9

7.18

2550

541

500 x 200

79.5

496

199

9

14

20

101.3

41900

1840

20.3

4.27

1690

185

89.6

500

200

10

16

20

114.2

47800

2140

20.5

4.33

1910

214

103

506

20

11

19

20

131.3

56500

2580

20.7

4.43

2230

257

 500 x 300

114

482

300

11

15

26

145.5

60400

6760

20.4

6.82

2500

451

128

482

300

11

16

26

163.5

71000

8110

20.8

7.04

2910

541

600 x 200

94.6

596

199

10

15

22

120.5

68700

1980

23.9

4.05

2310

199

106

600

200

11

17

22

134.4

77600

2280

24.0

4.12

2590

228

120

606

201

12

20

22

152.5

90400

2720

24.6

4.31

2980

271

134

612

202

13

23

22

107.7

103000

3180

24.6

4.31

3380

314

600 x 300

137

582

300

12

17

28

174.5

103000

7670

24.3

6.63

3530

511

151

588

300

12

20

28

192.5

118000

9020

24.8

6.8

4020

601

175

594

302

14

23

28

222.4

137000

10600

24.9

6.90

4620

701

700 x 300

166

692

300

13

20

28

211.5

172000

9020

28.6

6.53

4980

602

185

700

300

13

24

28

235.5

201000

10800

29.3

6.78

5760

722

215

708

302

15

28

28

273.6

237000

12900

29.4

6.86

6700

853

800 x 300

191

792

300

14

22

28

243.4

254000

9930

32.3

6.39

6410

662

210

800

300

14

26

28

267.4

292000

11700

33.0

6.62

7290

782

241

808

302

16

30

28

307.6

339000

13800

33.2

6.70

8400

915

900 x 300

213

890

299

15

23

28

270.9

345000

10300

35.7

6.16

7760

688

243

900

300

16

28

28

309.8

411000

12600

36.4

6.39

9140

843

286

912

302

18

34

28

364.0

498000

15700

37.0

6.56

10900

1040

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