Re: Difference between self anchored and mechanical anchored storage tanks
03/23/2009 9:28 AM
Mechanically-anchored tanks are held down with mechanical fasteners.
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Re: Difference between self anchored and mechanical anchored storage tanks
03/23/2009 10:26 AM
Gravity. Either that or the Earth sucks.
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Re: Difference between self anchored and mechanical anchored storage tanks
03/24/2009 1:42 AM
That is correct - a self anchored storage tank has NO anchor bolts; nothing happens to it during seismic/winds loads because it has been determined that the overturning moments do not exceed the dead load resisting moment of the empty tank (the wind/seismic loads are low due to location and tank size/parameters).
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Re: Difference between self anchored and mechanical anchored storage tanks
03/24/2009 1:48 AM
But I am refering to API 650 11th Edition. Appendix E.6.2 and these explanation is not inline with the code. Would you please refer and clarify the same again.
Re: Difference between self anchored and mechanical anchored storage tanks
03/24/2009 2:08 AM
E.6.2.1
Resistance to the design overturning (ringwall) moment at the base of the shell may be provided by:
The weight of the tank shell, weight of roof reaction on shell Wrs, and by the weight of a portion of the tank contents adjacent to the shell for unanchored tanks.
Mechanical anchorage devices.
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E.6.2.1.1
"..........................................."
The tank is self-anchored providing the following conditions are met:
The resisting force is adequate for tank stability (i.e., the anchorage ratio, J≤1.54).
The maximum width of annulus for determining the resisting force is 3.5% of the tank diameter.
The shell compression satisfies E.6.2.2.
The required annulus plate thickness does not exceed the thickness of the bottom shell course.
Piping flexibility requirements are satisfied.
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E.6.2.1.2 Mechanically Anchored
The tank configuration is such that the self-anchored requirements can not be met, the tank must be anchored with devices such as anchor bolts or straps.................
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Re: Difference between self anchored and mechanical anchored storage tanks
03/24/2009 2:21 AM
I hopefully didn't confuse you regarding my comments on the empty tank earlier - I was lazy and looking at an old edition (10th Addendum 2):
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3.11.2 For an unanchored tank, the overturning moment from wind pressure shall not exceed two-thirds of the deadload
resisting moment, excluding any tank contents, and shall be calculated as follows:
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But have since smartened up and I am currently looking at the 11th - 2007 edition (2008 Addenda) seeing as how you are a "serious" questioner and actually have the code in front of you.
The design overturning moments have changed (much like everything else in this VERY DYNAMIC code).
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Re: Difference between self anchored and mechanical anchored storage tanks
03/24/2009 4:20 AM
And flooding? They become boats instead (been there, done it, etc.).
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Re: Difference between self anchored and mechanical anchored storage tanks
03/20/2023 6:53 AM
They will wobble in harmony.
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Re: Difference between self anchored and mechanical anchored storage tanks
03/24/2009 4:21 AM
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