Aug 4, 2013 #1 jasem81 Structural Joined Aug 4, 2013 Messages 27 Location DZ 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 Joined Jul 18, 2008 Messages 1,071 Location JP 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 Joined Nov 22, 2002 Messages 4,682 Location US 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 Joined Aug 4, 2013 Messages 27 Location DZ 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