MHC1658-4P10S080B2 Rebar Plate Cap
MHC1658-4P10S080B2 Rebar Plate Caps (steel cap) provide superior embedment in concrete pile caps. Utilizing rigid bolted couplings to connect to helical piles and
headed rebar studs to transfer tension and moment from the concrete pile cap into the pile. MAGNUM® products are manufactured in the USA according to our
ISO 9001 approved Quality Program. Structural capacities are developed according to AISC 360 and ACI 318 considering an average design life of 75 years
for bare steel in most soil conditions. Hot-dip galvanizing is available upon request. Design and detailing of the structure to which rebar plate cap is embedded
in varies by project and is the responsibility of the registered design professional.
Description
MHC1658-4P10S080B2 Rebar Plate Cap
Cap capacity is developed using the ASD design method. This considers strength of collar, end effecter, and pile connection. Rebar studs conform to ACI 318 dimensions. They are designed to have full tension development in normal weight concrete with 28-day f'c ≥ 3,000 psi. Capacity may be limited by the helical pile. This due to bearing/pullout capacity of soil, or strength of the concrete the cap is embedded in. Install a MAGNUM® Helical Pile to the correct depth, torque, and capacity. Cut-off the pile shaft at the proper elevation. Drill (2) 1-5/16" thru holes using a MAGNUM® drill template, place the cap over the shaft and secure with (2) 1-1/4" bolts. Ensure direct bearing of plate on shaft. Snug tighten nut. Place reinforcing steel, cast concrete and consolidate around the pile cap per project requirements.
Additional information
| Allowable Compression | 108 Kips |
|---|---|
| Maximum Allowable Tension | 88 Kips |
| Maximum Allowable Moment | 14.7 Kip-Ft |
| Helical Pile Compatibility | https://magnumpiering.com/products/mh429u-helical-piles/ |
