HEB Column x-x axis *

HEB

Strength modulus of resistance
cm3

Weight
kg/m

Min. Radius ins.
mm

Extra length/side
mm

100

90

20.4

550

450

120

144

26.7

700

450

140

216

33.7

800

800

160

311

42.6

1000

800

180

426

51.2

1150

800

200

570

61.3

1250

1000

220

736

71.5

1250

1000

240

938

83.2

1250

1000

260

1150

93

1500

1000

280

1380

103

2000

1000

300

1680

117

2500

1500

320

1930

127

3000

1500

340

2160

134

3500

1500

360

2400

142

4000

1500

400

2880

155

4500

1500

450

3550

171

5000

1500

500

4290

187

6000

1500

550

4970

199

7000

1500

600

5700

212

8000

1500

650

6480

225

10000

1500

700

7340

241

14000

1700

800

8980

262

18000

1700

900

10980

291

-

-

1000

12890

314

-

-

* 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.

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