Beam Loading Question
Sorry for my ignorance, buy what other details am I missing?
Seems to me it's a Statics problem that isn't that complex. My problem is that I don't know the standards of the Construction Industry... Please straigthen me out if I am minimizing this situation.
I can't understand why the poles aren't supported by footers if this situation so critical.
Please let me know what you think.
Thanks for responding.