May 3, 2012 #1 tanvir00 Civil/Environmental May 3, 2012 2 When should i consider minimum ecentricity in column design and when can i avoid it.
May 6, 2012 #2 asixth Structural Feb 27, 2008 1,333 Always need to consider it. More so a general question than an ETAB's question. I would like to reduce it somewhat so I can make the columns skinner but unfortunatley I have found no justification to avoid it. Upvote 0 Downvote
Always need to consider it. More so a general question than an ETAB's question. I would like to reduce it somewhat so I can make the columns skinner but unfortunatley I have found no justification to avoid it.
