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Selection Table

Maximum structural working capacity (SLS)
Model No.

Compression and Traction

Bearing Capacity vs.
Soil Lateral (1)
Bending Moment
Lbs kg kN Lbs kg kN lbs.ft kN.m
P1 - 1 7/8 in 6,800 3,078 30.2 0 to 225 0 to 102 0 to 1 1,328 1.8
P2 - 2 3/8 in 9,600 4,353 42.7 0 to 450 0 to 204 0 to 2 2,213 3.0
P3 - 3 1/2 in 23,800 10,795 105.9 1124 to 2,248 510 to 1,020 5 to 10 7,892 10.7
P4 - 4 in 29,000 13,150 129.0 1,349 to 2,698 612 to 1,224 6 to 12 10,400 14.1
P5 - 5 9/16 in 50,000 22,670 222.4 (2) 1,799 to 4,496 816 to 2,040 8 to 20 26,921 36.5
P6 - 6 5/8 in 50,000 22,670 222.4 (2) 2,248 to 6,745 1,020 to 3,059 10 to 30 38,796 52.6

(1) - Note: The bearing capacity depends on the density of soil medium

(2) - 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 a single Techno Metal Post is 50,000 lbs. / 22,670 kg.

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

For more information contact Techno Metal Post of Albany.

Contact

Techno Metal Post of Albany
102 Willsie Road
East Berne, NY 12059

Telephone: (518) 872-0511
Mobile: (518) 378-0140
Fax: (518) 872-0511

info@technometalpostny.com