Dear Sirs,
I have designed a tank (API 650, 11th edition, Addendum 1 Nov 2008), in which I want frangible roof joint, so I considered the slope of 1:6.
While deciding the self-supporting cone roof thickness as per 5.10.5.1, it becomes greater than 13 mm.
1)How to determine the thickness of self-supporting cone roof to keep the joint as a frangible roof joint?
2)What is the definition of “DL” which is mentioned in the Appendix R - e (1) & e (2)? As per 5.2.1.a it is the weight of the tank or tank component including any corrosion allowance. But does it mean that it include the weight of the nozzles on tank shell courses & roof, weight of the wind girder, weight of the curb angle, ladders, platforms, & any other accessories which are located on the tank shell & roof (bottom plate is not considered)?
Edited by Mak (08/06/09 08:11 AM)
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Regards,
Makrand Sakpal
Contact No: - 9967949656