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unanchored tank calculation -API 650 11th Edition

10/27/2009 10:17 AM

Anybody can share the example calculation of unanchored tank

(as per API650 -11th edition based Cl:5.11.2)
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MJCronin
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Join Date: Oct 2009
Posts: 2
#1

Re: unanchored tank calculation -API 650 11th Edition

10/29/2009 9:49 AM

Your question is vague...

Are you interested in a seismic calculation or a "roof uplift" pressure evaluation or what...?

Can you be specific ?
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#2

Re: unanchored tank calculation -API 650 11th Edition

10/29/2009 11:23 PM

Yes, "roof uplift" pressure evaluation as per API650 -11th edition Add.1 based Cl:5.11.2,

My Tank is 47m dia and 15m height, Design Pressure is 2.94KPa, Tank Content is Water,Design wind speed 160 Km/hr,Material ASTM A36(Sd-160MPa,St-171MPa)

I want to calculate....
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