Sanitation, heating, air-conditioning (PDF / 6,4 MB - BTI
Sanitation, heating, air-conditioning (PDF / 6,4 MB - BTI
Sanitation, heating, air-conditioning (PDF / 6,4 MB - BTI
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1006<br />
Toppro load tables<br />
If the rail is loaded from below<br />
(suspension) then the load must not<br />
exceed the maximum value allowed for<br />
the slip-on nuts<br />
For more safety, we recommend the use<br />
of u-shaped shims<br />
When using the profile rail for support,<br />
i.e. if the load is from above, a<br />
higher load is allowed than in normal<br />
suspension.<br />
The values allowed for supporting are<br />
marked in blue in the tables<br />
Load at 1 point between<br />
2 fixing points<br />
F=Load<br />
L=Length<br />
Evenly distributed load, on 3 points between<br />
2 fixing points, value for each load point<br />
F=Load<br />
L=Length<br />
Reading a table:<br />
If the appropriate field is not in blue<br />
then this means that a higher load<br />
than the highest stipulated value in the<br />
appropriate column may be possible<br />
under certain circumstances.<br />
If the field has a blue background then<br />
the stipulated value applies exclusively<br />
when using the rail as support (load<br />
from above).<br />
An empty field means that no load<br />
should be applied for the length<br />
�����<br />
indicated 50/40 38/40 30/30 30/15<br />
Evenly distributed load, on 2 points<br />
between 2 fixing points, value for each<br />
load point<br />
F=Load<br />
L=Length<br />
Evenly distributed load over the whole<br />
length between 2 fixing points<br />
F=Load<br />
L=Length<br />
Load values for Toppro rail consoles<br />
Load for wall fixing<br />
Load at 1 point,<br />
Value in N<br />
F=Load<br />
L=Length<br />
6,694 3,672 1,783 583<br />
4,463 2,448 1,189 389<br />
3,347 1,836 892 292<br />
2,678 1,469 713 233<br />
2,231 1,224 594 194<br />
1,913 1,049 509 167<br />
1,674 918 446 146<br />
1,488 816 396 130<br />
1,339 734 357 117<br />
1,217 668 324 106<br />
1,116 612 297<br />
956 525 255<br />
837 459 223<br />
744 408 198<br />
669 367 178<br />
609 334 162<br />
558 306 149<br />
515 282 137<br />
478 262 127<br />
446 245 119<br />
Length in mm<br />
100<br />
150<br />
200<br />
250<br />
300<br />
350<br />
400<br />
450<br />
500<br />
550<br />
600<br />
700<br />
800<br />
900<br />
1.000<br />
1.100<br />
1.200<br />
1.300<br />
1.400<br />
1.500<br />
Evenly distributed<br />
Load, value in N<br />
50/40 38/40 30/30 30/15<br />
13,388 7,344 3,566 1.167<br />
8,925 4,896 2,378 778<br />
6,694 3,672 1,783 583<br />
5,355 2,938 1,427 467<br />
4,463 2,448 1,189 389<br />
3,825 2,098 1,019 333<br />
3,347 1,836 892 292<br />
2,975 1,632 793 259<br />
2,678 1,469 713 233<br />
2,434 1,335 648 212<br />
2,231 1,224 594 194<br />
1,913 1,049 509 167<br />
1,674 918 446 146<br />
1,448 816 396 130<br />
1,339 734 357 117<br />
1,217 668 324<br />
1,116 612 297<br />
1,030 565 274<br />
956 525 255<br />
893 490 238<br />
= value, whereby the load is only from the upper side of the rail<br />
F=Load<br />
L=Length<br />
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07<br />
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