HEB Column y-y axis *

HEB

Strength modulus
of resistance
cm3

Weight
kg/m

Min. Radius ins.
mm

Extra length/side
mm

100

33

20.4

400

450

120

53

26.7

450

450

140

79

33.7

500

800

160

111

42.6

500

800

180

151

51.2

600

800

200

200

61.3

700

800

220

258

71.5

800

1000

240

327

83.2

900

1000

260

395

93

900

1000

280

471

103

1000

1000

300

571

117

1200

1000

320

616

127

1200

1000

340

646

134

1200

1000

360

676

142

1200

1000

400

721

155

1200

1000

450

781

171

1200

1500

500

842

187

1200

1500

550

872

199

1200

1500

600

902

212

1200

1500

650

932

225

1200

1500

700

963

241

1200

1500

800

994

262

1200

1500

900

1050

291

1200

1500

1000

1090

314

1200

1500

* In this survey we have tried to be as complete as possible. However, because our trade discipline is rather comprehensive, we couldn’t include all available section bending possibilities. Should you have any remaining queries, please contact us.

The values used in this overview are indications, assuming the material has a yield point of 270 N/mm2. Extra length depends on the over length.

Your web browser is outdated.

For correct viewing of this website is a recent version of your browser required. You can update your browser by downloading the latest version.