Typically high-ecentricity caisson foundations for transmission structures are designed as beams as opposed to columns because of the requirement for a high-moment resistance. Thanks for all of your input!
Scott
I am designing a high-ecentricity caisson foundation two support a transmission line pole and am looking for some recommendations on the vertical steel requirements. Can anyone point me in the right direction. I can't find anything in the ACI that specifies a steel area for this type of...