HomeMy WebLinkAbout54Z" KLEI-4FELDER
to supportiPost-glacial Alluvial Sand or
Pile lengths will vary due to the variable depth ng
Glacial Silt. Based on information from this investigation, depth to op of the bearing layer
hu
approxunately 50 and 64 feet below existing ground
at the site will likely easy between
surface.
for the total of all dead and live loads and may be increased by
Allowable pile capacities are
one-third for temporary short-term wind and seismic loads.
Axial pile capacities are based on soil strength and approximate structural capacity. The
structural engineer should verify allowable loads based on actual loading conditions.
Pile Groups
Pile Group Efficiency: 0.9
Minimum Center to Center Pile Spacing: 3 pile diameters
Lateral Loads
The following lateral load characteristics were evaluated assuming a fixed slope (no rotation)
condition at the [op of a single pile. Allowable lateral loads include a safety factor of at least
t.5 and a pile modulus of 3,800,000 pounds Per square inch.
Pile Diameter Allowable
(inches) Lateral Load for
1 /4-inch Deflection
16 is 9
Estimated
Maximum Moment
(kip-ft)
3s
45
Approximate
Point of Fixity
Below Pile Cap
Pagc 17 of 36
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