Hi all
I am going through this asce 7-05 and ibc codes for the design of 10'-0" high fence, but i am stuck in wind calculations. The stuff in code seems dont relate with the fence in any way, think code is all bout buildings. So is there anyone who can shed some idea about wind load calculations and design procedures for 10'-0" high fences? Any suggestions will be highly appreciated.

Thank you in advance.