dcceecy
Structural
- Oct 15, 2008
- 112
I am designing a connection detail for a 18' high 4" square lighting pole. how to calculation wind load on the pole?
there is an equation in ASCE 7: 6-27
but the gust-effect factor from section 6.5.8 is too complicated.
does anybody know there are other equations can be used? Thanks.
there is an equation in ASCE 7: 6-27
but the gust-effect factor from section 6.5.8 is too complicated.
does anybody know there are other equations can be used? Thanks.