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Senior Member
Join Date: Feb 2011
Location: Wylie, TX
Posts: 495
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I am getting all my ducks in a row to start my shop. I will be a 30 x 40 metal bulding with a 40 x 40 foundation. the foundation is what I have question about. It was to be 4" thick with #3 re bar 16 on center with perimeter beam with #5 re bar in the beams then 2 interior beams with #5 re bar also.
I just got back from the engineer who told me that the foundation is minimum for this bulding. This is what the builder said would be plenty. The engineer said I need to have Post-Tensioning foundation in stead of re bar. Is this over kill or right on? Cost is an issue but should not be the only issue.
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You may ask your self well how did I get here * My 30 x 40 * DFW Group * Texas Group * |
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