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RE: PEMB Foundation Uplift

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Jim,

To clarify, you are saying that you agree with me that the footing weight only needs to be equal to net uplift calculated from 0.6D+W?  And that increasing the footing weight 50% to obtain a 1.5 factor of safety over 0.6D+W would be excessive and not required?

 

Jeff Hedman , S.E.

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L.R. Pope Engineering, Inc.

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email: jeff_h(--nospam--at)lrpope.com

 

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