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.
L.R. Pope Engineering, Inc.
1240 East 100 South Suite # 15B
St. George, Utah 84790
Office: 435-628-1676
Fax: 435-628-1788
email: jeff_h@lrpope.com
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