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Rigid Structure Period
- Thread starter Jag2003
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JedClampett
Structural
I'd start with AWWA D100-96.
You might want to write a specification with the job requirements and let the tank fabricator do all the design. The larger suppliers have engineering staffs and the smaller one have PE's that they use all the time.
You might want to write a specification with the job requirements and let the tank fabricator do all the design. The larger suppliers have engineering staffs and the smaller one have PE's that they use all the time.
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