Aug 4, 2013 #1 jasem81 Structural Aug 4, 2013 27 I need to know the maximum allowable deflection for steel cone roof (actually it is a roof for storage tank)
I need to know the maximum allowable deflection for steel cone roof (actually it is a roof for storage tank)
Aug 5, 2013 #2 cloa Petroleum Jul 18, 2008 1,071 Better to ask in Tank Engineering or better yet google it. http://www.eng-tips.com/threadminder.cfm?pid=1529Use translation assistance for Engineers forum Note the rules include No Student posting Upvote 0 Downvote
Better to ask in Tank Engineering or better yet google it. http://www.eng-tips.com/threadminder.cfm?pid=1529Use translation assistance for Engineers forum Note the rules include No Student posting
Aug 16, 2013 #3 IFRs Petroleum Nov 22, 2002 4,676 If it is an API 650 tank there may be some help in API 650. Ponding might be a concern. Upvote 0 Downvote
Aug 17, 2013 Thread starter #4 jasem81 Structural Aug 4, 2013 27 I have seen on some websites that it should not be mre t/2 t:thickness of shell but i have a dubt that it is too much small Upvote 0 Downvote
I have seen on some websites that it should not be mre t/2 t:thickness of shell but i have a dubt that it is too much small
