If you require the complete API Standard 620, 10th Edition, February 2002, click here. For the complete API Standard 650, 10th Edition, March 2007, click here. The design configuration of API 620 requires that you have an elevated or flat bottom on which to store it. The tank has a single, vertical, centered axis of revolution with a. Free download songs of agnipath new.
API-650 Appendix EAPI-650 Appendix E
Hi,
I'm an italian civil/environmental engineer (excuse me for any mistakes in writing english), and i have to design a welded storage tank of 10000 cubic meters (353150 cubic feet). The purchaser wants me to design according to API STANDARD 650 although the construction site is in Italy. I have the API STANDARD 650 10th Edition (Addendum 4, Dec. 2005), but I've found problems in understanding some formulas. In E.6.2.1.1: Wa=99*ta*SQRT(Fy*H*Ge) with Ge=G*(1-Av) I don't understand the physical meaning of this formula: in particular I don't understand the material wich G refers to (liquid contents or steel bottom plate)and its unit; I also don't understand how to define Av starting from the values of one of So, or Ss or S1. Furthermore, I've read in a forum dated Dec. 2006, that there are some mistakes in formulas E-18, E-19, E-20, E-21. So, my question is: does anybody know where I can find an 'errata' regarding API650 10th Edition Add.2005? Thanks to anybody will reply. Old tank repair to current API 653 ; what API 650 version to addressOld tank repair to current API 653 ; what API 650 version to address11th Edition Mtg
This is an existing API 650 tank which floating roof is to be replaced ; current API 653(3rdEd_Dec2001_Add3_Feb2008_Err_Apr2008) will govern the repair design and works ; when the API 653 addresses the API 650, what is the API 650 version to be considered ?
Is it the one which governed the tank original design and construction or is it the current API 650 11th Ed ? Thank you for your help Comments are closed.
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