Nov 28, 2003 #1 cfdg Structural Joined Feb 26, 2001 Messages 3 Location PH I am designing a medium rise bldg using combined footings due to property line restrictions. How do I consider the support conditions in this columns in my structural analysis? Can it be fixed or hinged support? Thanks.
I am designing a medium rise bldg using combined footings due to property line restrictions. How do I consider the support conditions in this columns in my structural analysis? Can it be fixed or hinged support? Thanks.
Dec 3, 2003 #2 PXC Structural Joined Aug 21, 2003 Messages 40 Location AU I think that the best solution is to model the footings as well. Even if they are only modelled approximately, the column fixity will be realistic. Upvote 0 Downvote
I think that the best solution is to model the footings as well. Even if they are only modelled approximately, the column fixity will be realistic.