Posted By
Justine Bird
04-16-2026 12:22 PM
Found In
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Oregon Section
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From ASCE 7-22 Section 15.7.5, it seems clear to me that steel tanks and vessels need to be designed so that their steel anchors fail first and therefore an overstrength factor does not need to be used for anchor checks. I have a plastic tank (fiber-reinforced), does that need to be designed the same ...
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