 HEB-Profiles Static Values Calculation
European wide flange beams DIN 1025 - EN10034.
Load-bearing growth
1:1000 Ix Wy
Nimike cm kN/cm2 cm4 cm3
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
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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