Maximum structural working capacity (SLS)
Model No. Compression and Traction Bearing Capacity vs.
Soil Lateral *
Bending Moment
  Lbs kg kN Lbs kg kN lbs.ft kN.m
P1 - 48mm / 1 7/8 in 6800 3078 30,2 0
à
225
0
à
102
0
à
1
1328 1,8
P2 - 60mm / 2 3/8 in 9600 4353 42,7 0
à
450
0
à
204
0
à
2
2213 3,0
P3 - 89mm / 3 1/2 in 23800 10795 105,9 1124
à
2248
510
à
1020
5
à
10
7892 10,7
P4 - 101mm / 4 in 29000 13150 129,0 1349
à
2698
612
à
1224
6
à
12
10400 14,1
P5 -141mm / 5 9/16 in 50000 22670 (1*)222,4 1799
à
4496
816
à
2040
8
à
20
26921 36,5
P6 - 168mm / 6 5/8 in 50000 22670 (1*)222,4 2248
à
6745
1020
à
3059
10
à
30
38796 52,6

*   - The bearing capacity depends on the density of soil medium

*1 Caution ! The structural working capacity of the tube is different from the bearing capacity of the pile in the ground. Thus, generally the bearing capacity of the ground and the power of the equipment of installation will be the limit of the bearing capacity of Techno Metal Posts. Also, the maximum structural working capacity (compression) we can support with our Techno Metal Posts is 222,0 kN.

- The maximum structural working capacity (SLS) include a safety factor superior or equal to 2.

Note :  - For more information contact Techno Metal Post's engineering department.