HEB-Profiles Static Values 4

HEB-Profiilit staattiset arvot 4

European wide flange beams DIN 1025 - EN10034.

Load-bearing growth

Nimike cm kN/cm² cm⁴cm³

HEB100 518 2,2 450 90 Ix = Wy x (h/2) cm³

1. HEB120 644 2,1 864 144 h = beam height

HEB140 761 2 1510 216

2. HEB160 868 2 2490 311

HEB180 968 2 3830 426

3. HEB200 1062 2 5700 570

HEB220 1150 2 8090 736

4. HEB240 1235 2 11260 938

HEB260 1316 2 14920 1150

HEB280 1394 2 19270 1380

HEB300 1468 2,1 25170 1680

5. HEB320 1534 2,1 30820 1930 1928 x 16 = 30848

Ix = The second moment of area to x - x axis

Wx = Bending resistance to x - x axis

Load 1 kN

1,03 - 1,06 - 1,12 - 1,25 - 1,60 - 2,00 - 2,50 - 3,1

1,03 x 1,12 x 1,60 = 1,845

1 1

1 2 1

1 3 3 1

Pascalin kolmio - Pascal's triangle

Wy cm³ Equivalent Proportional Calculation

HEB100 90

HEB120 144 1,845 x 90 = 166 (there is not size of HEB125)

HEB140 216 1,331 x 166 = 220

HEB160 311 1,845 x 168 = 307

HEB180 426 1,331 x 307 = 408

HEB200 570 1,845 x 307 = 566

HEB220 736 1,331 x 566 = 753

HEB240 938 1,845 x 566 = 1045

HEB260 1316

HEB280 1394 1,331 x 1045 = 1390

HEB300 1468

HEB320 1930 1,845 x 1045 = 1928

We do not calculate decimale places, or percentages.

21.6.2018*8:00 (811 -
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