70/950 Maximum Load Capacity of Trapezoidal Form
| |
Galvanized Sheet Thickness (mm) |
| Openness (m) |
0,70 |
0,80 |
0,90 |
1,00 |
1,10 |
1,20 |
1,30 |
1,40 |
1,50 |
| 1,00 |
2.466 |
2.814 |
3.161 |
3.507 |
3.852 |
4.196 |
4.539 |
4.881 |
5.222 |
| 1,50 |
1.096 |
1.251 |
1.405 |
1.559 |
1.712 |
1.865 |
2.017 |
2,169 |
2.321 |
| 2,00 |
617 |
704 |
790 |
877 |
963 |
1.049 |
1.135 |
1.220 |
1.305 |
| 2,50 |
395 |
450 |
506 |
561 |
616 |
671 |
726 |
781 |
835 |
| 3,00 |
274 |
313 |
351 |
390 |
428 |
466 |
504 |
542 |
580 |
- The tables are designed according to the method of safety stresses and EN 1993-1-3 (2006): Eurocode 3 Design of steel structures Part-1-3 Cold-formed steel.
- Steel yield strength was used as 220 N/mm² in the calculations.
- The loads in the tables are given as kg/m² and the values are given according to the multi-span continuous beam calculation.
- The tolerance values used in the calculations are given in accordance with TS EN 10143 Continuous Hot Dip Metal Coated Steel Strips and Plates-Size and Shape Tolerances Standard.
- The maximum deflection limit was loaded with L/200.
