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Author: timwpa
Time: 12/12/06 18:28 PST
This is a reply to message no. 18272 by acroduster1
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Current Topic:
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.

Tim Walsh

 

 

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