Dear Sir:
Excuse me, Could you give us more information in order to understand your requirement? Are you looking for Anchorage Design, please refer to API 650 Appendice E- Seismic Design of Storage Tanks.paraph E.6.2 Resistance to Design Loads and E7 Detailing Requirements.
Regards from Colombia South America
jml
jml
2011/6/30 manoj john <manojacgnr@gmail.com>
Dear All Members,
I would like to know about permanent attahcment for settlement for
API storage tanks. if anybody have knowledge of this subject please
give me information about this attachment.
1) How do we provide permanent attachment.
2) What will be the size of attachment.
3) How many attachments required.
4) In what elevation it should be etc. etc..
--
To post to this group, send email to materials-welding@googlegroups.com
To unsubscribe from this group, send email to materials-welding+unsubscribe@googlegroups.com
For more options, visit this group's bolg at http://materials-welding.blogspot.com/
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
--
To post to this group, send email to materials-welding@googlegroups.com
To unsubscribe from this group, send email to materials-welding+unsubscribe@googlegroups.com
For more options, visit this group's bolg at http://materials-welding.blogspot.com/
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
No comments:
Post a Comment