The soil is assumed to have no voids and is assumed saturated with water (water level to top of grade), while the tank is assumed to be empty. The values for safe working loads for turnbuckles are taken from the table on page 4-149 of the Manual.Ĥ. This program refers to the AISC 9th Edition (ASD) Manual, 1989. This program utilizes the procedures and guidelines per the ACI 318-99 Building Code in the design of the reinforcing for the concrete spread foundation.ģ. 31, "Design of Anchorage for Underground Storage Tanks", dated January 14, 1972.Ģ. Lockwood Greene Engineering Special Design Instruction No. 38, "An Approach to the Design of Anchorages for Underground Storage Tanks", dated December 6, 1972.ī. This program is in part based on the following two (2) dated, but still useful references:Ī. This is not a subject that we encounter on a regular basis, but if and when you need it, hopefully it will prove to be helpful.ġ. I've had this workbook in a partially finished state for quite a while, and I just recently decided to complete it. "UGTANK.xls" workbook is for the analysis and design of anchorage for underground storage tanks, obviously addressing the concerns of buoyancy.
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