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IBC Unconstrained Pole Foundation
IBC 2018 - Unconstrained Pole Foundation
Allowable lateral bearing pressure from Table 1806.2 or Geotechnical Engineer.
Allow for 1806.3.4?
If 1/2" lateral displacement at the ground surface can be tolerated and the loading type is short term q
can be 2x the tabular value. Confirm applicablility with Geotechnical Engineer is using non-tabular q
Applied Lateral Load
Distance from the ground surface to point of application of "P".
Cross-Sectional shape of the embedded foundation.
Depth of soil to be ignored for lateral resistance.