MP313 Push Pier 11 Tons Allowable Capacity

Magnum® MP313 push piers sections couple together with male-female slip connectors. High strength steel offers increased buckling resistance compared to others. A friction reduction collar can be added to the pile to increase penetration depth. Structural capacities are developed according to AISC 360 and ICC-AC517 considering buckling of 5 ft unbraced length after 75 years of corrosion in moderate to high aggressive soils. Hot-dip galvanizing and custom lengths are available upon request. See MAGNUM® Technical Manual for additional information.

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Additional information

Shaft

Structural Capacity (Compression)

22 Tons / 11 Tons
Maximum Capacity From Load Test

17 Tons

Description

Push piers shall be installed to appropriate depth. This into suitable bearing stratum as determined by geotechnical engineer or local practice. For tension capacity, push pier sections must be welded together. A reinforcing steel bar and grout can be placed in the pile as an alternative.
Push pier geotechnical capacity is determined by load test using MAGNUM® Installation Rams or Lifting Kit. All push piers shall be load tested to 1.5 times the desired working load. Test load is limited by maximum safe operating ram pressure or buckling capacity of shaft, whichever is less.

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