KaBone
Civil/Environmental
- Feb 16, 2009
- 64
I'm working on chain link fence post footings and the wind load it must support. I go to the wind tables and get the ultimate wind speed. I look at the equation to calculate the depth and it uses the allowable lateral soil-bearing pressure (IBC 2018, Eq 18-1). It also uses the applied lateral force from the wind.
Since the equation is based on allowable soil pressure, are you folks using the applied lateral force be based on the allowable wind speed (IBC 2018, 1609.3.1)?
Since the equation is based on allowable soil pressure, are you folks using the applied lateral force be based on the allowable wind speed (IBC 2018, 1609.3.1)?