Aug 20, 2013 #1 flyingdebris Structural Mar 15, 2013 35 Can anyone offer any advice on how one would analyse a portal frame with a semi-rigid base plate connection?
Can anyone offer any advice on how one would analyse a portal frame with a semi-rigid base plate connection?
Aug 20, 2013 #2 JedClampett Structural Aug 13, 2002 4,031 I'd assume the base plates were pinned and use the Kleinlogel frame formulae. http://openlibrary.org/works/OL10486490W/Rigid_frame_formulasBut that's just me. Upvote 0 Downvote
I'd assume the base plates were pinned and use the Kleinlogel frame formulae. http://openlibrary.org/works/OL10486490W/Rigid_frame_formulasBut that's just me.
Aug 21, 2013 #3 asixth Structural Feb 27, 2008 1,333 this is how i do it thread744-260012 Upvote 0 Downvote
