INP Column x-x axis *

Beams

Strength modulus of resistance
cm3

Weight
kg/m

Min. Radius ins.
mm

Extra length/side
mm

80

19.5

5.95

300

350

100

34.2

8.32

400

450

120

54.7

11.2

500

450

140

81.9

14.4

600

800

160

117

17.9

750

800

180

161

21.9

900

800

200

214

26.3

1000

800

220

278

31.1

1250

1000

240

354

36.2

1750

1000

260

442

41.9

1750

1000

280

542

48

2000

1000

300

653

54.2

2250

1000

320

782

61.1

2500

1500

340

923

68.1

2750

1500

360

1090

76.2

3000

1500

380

1260

84

3250

1500

400

1460

92.6

3500

1500

425

1740

104

4000

1500

450

2040

115

5000

1500

475

2380

128

6000

1500

500

2750

141

6500

1500

550

3610

167

7000

1500

600

4630

199

7500

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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