Sign Post Deflection
Sign Post Deflection
(OP)
I am looking for either a code reference (USA/CAN) or guideline for the allowable deflection of steel HSS posts supporting a relatively small sign structure (in the 40 sq. ft. range about 12 to 14 ft. above ground level)due to wind loading. The steel HSS posts cantilever from a concrete foundation below grade.






RE: Sign Post Deflection
Hope this helps.
RE: Sign Post Deflection