Sign post deflection
Sign post deflection
(OP)
Hi Guys
I am designing some frame structures to support some big signs next to the HWY.
The frame is a 2D structure, supported by 2 posts, and I would like to see is there any deflection requirements of these posts (any code?). The result I have is approx. H/100, and I accpected this result because I feel that there is no one care/notice the post deflection exceed the limit when they are driving 100Km/h speed.
Your opinion?
Thanks.
I am designing some frame structures to support some big signs next to the HWY.
The frame is a 2D structure, supported by 2 posts, and I would like to see is there any deflection requirements of these posts (any code?). The result I have is approx. H/100, and I accpected this result because I feel that there is no one care/notice the post deflection exceed the limit when they are driving 100Km/h speed.
Your opinion?
Thanks.





RE: Sign post deflection
RE: Sign post deflection
RE: Sign post deflection
Joe Tank
RE: Sign post deflection
We're designers, not builders, not our problem.