Here i have attached onbe sample drawing of telecommunication pole. i am taking about this pole foundation.https://files.engineering.com/getfile.aspx?folder=2fb17772-9749-43d6-8487-c535c3812440&file=Pole.pdf
Hello Everyone,
i have a query,
if a structure has been designed as "Fixed Base Joint", then can we design the foundation considering only compression / tension force or we need to consider base moment during foundation design?
