MHC1300-5O99B3 Bearing Plate Cap Allowable Capacity 62.5 Tons
MHC1300-5O99B3 bearing plate cap has 125 tons ultimate capacity, 62.5 tons allowable capacity in compression and tension. The bearing plate cap consists of a collar tube with bolt holes for connection to Magnum helical piles. It includes a 9” x 9” x 7/8” plate for embedment in cast-in-place reinforced concrete. The bearing plate cap is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes. Application of the cap varies by project and is the responsibility of registered design professional including minimum embedment for two-way and one-way punching shear, reinforcement of concrete, and pile spacing.
Additional information
| Allowable Compression/ Tension (Tons) | 62.5 Tons / 62.5 Tons |
|---|---|
| Ultimate Compression/Tension (Tons) | 125 Tons / 125 Tons |
| Helical Pile Compatibility | https://www.magnumpiering.com/products/mh530y-6-helical-piles/ |
Description
After installation of a Magnum Helical Pile to the correct depth, torque, and capacity, cut-off the pile shaft at the proper elevation. Drill (1) 1-9/16” hole using a Magnum drill template. Place the pile cap over the shaft and secure with (1) 1-1/2” bolt. Ensure direct bearing of plate on pile shaft. Snug tighten nut. Place reinforcing steel as required for the project and cast concrete over and around the pile cap. Cap capacity is based on embedment in concrete pile cap at least 4x larger than plate size and minimum 2,500 psi concrete.
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