HEA Column y-y axis *

** The values used in this survey are indications, assuming the material has a yield of 270N/mm2

Column HEA

Strength modulus of resistance
cm3

Weigth
kg/m

Min. Radius ins.
mm

Extra length/side
mm

100

27

16.7

450

450

120

38

19.9

500

450

140

56

24.7

600

450

160

77

30.4

700

800

180

103

35.5

800

800

200

134

42.3

900

800

220

178

50.5

1000

800

240

231

60.3

1100

1000

260

282

68.2

1150

1000

280

340

76.4

1200

1000

300

421

88.3

1200

1000

320

466

97.6

1300

1000

340

496

105

1400

1000

360

526

112

1450

1000

400

571

125

1450

1500

450

631

140

1500

1500

500

691

155

1500

1500

550

721

166

1500

1500

600

751

178

1500

1500

650

782

190

1500

1500

700

812

204

1500

1500

800

843

224

1500

1500

900

903

252

1500

1500

1000

934

272

1500

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.

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