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Click on “Download PDF” for the PDF version or on the title for the HTML version. If you are not an ASABE member or if your employer has not arranged for access to the full-text, Click here for options. Lateral Strength and Stiffness of Post and Pier FoundationsPublished by the American Society of Agricultural and Biological Engineers, St. Joseph, Michigan www.asabe.org Citation: 2015 ASABE Annual International Meeting 152190408.(doi:10.13031/aim.20152190408)Authors: David R Bohnhoff Keywords: foundation, post foundation, pier, post-frame, pole frame, posts, soil strength. Abstract. The latest version of ASABE‘s shallow post and pier foundation design standard (ANSI/ASAE EP486.2) contains new procedures for determining the ultimate bearing, uplift and lateral strength capacities of the foundations. Presented in this paper are the theories and assumptions inherent in development of equations and methods for determining lateral movement and the ultimate lateral strength capacity of embedded piers and posts. Also presented are design examples and recommendations for adjustments to the recently completed standard. (Download PDF) (Export to EndNotes)
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