Need to calculate wind loading/foundation for a weird project!?
32' high, 8' dia, 1/4" steel 9,000 lbs
Put it up on end on concrete slab with J-bolt anchors
12,000 lb wind load (Very windy hilltop)
soil bearing cap 4,000 lb ft2
I'm thinking a 12' dia slab would be more than adequate...what do you think?