Input Parameters

Results

--
Wind Load per Pile
lb
--
Current Load per Pile
lb
--
Total Lateral Load
lb
--
Recommended Pile Dia
in

Reference

Wind pressure: q = 0.00256 × V² (psf) Current drag: F = ½ρV²×A×Cd Pile sizing: 8"-14" typical for recreational docks Design per ASCE 7 wind speed maps