Deduct corrosion allowance when comparing seismic OTM to overturning ratio?
Deduct corrosion allowance when comparing seismic OTM to overturning ratio?
(OP)
I don't beleive API 650/AWWA D100 requires the deduction of corrosion allowance when calculating the overturning moment and overturning ratio of ground supported tanks. However, I've seen seen designs in which the CA is deducted from the tank material weight, resulting in the requirement of anchorage. As a tank fabricator I would prefer to use the "as purchased" material weights (corrosion allowance included) to avoid adding cost to the project with anchorage if the code allows. What does the code intend?





RE: Deduct corrosion allowance when comparing seismic OTM to overturning ratio?
No engineer is going to run any risk. Cost is not a concern.
RE: Deduct corrosion allowance when comparing seismic OTM to overturning ratio?
RE: Deduct corrosion allowance when comparing seismic OTM to overturning ratio?
But see the definition of "Dead Load" in 5.2.1 of API-650, which includes corrosion allowance unless noted otherwise.
RE: Deduct corrosion allowance when comparing seismic OTM to overturning ratio?