Steel Column
Steel Column
(OP)
I am trying to design steel column. As shown on attachment beam is 4in away from column. And beam has torsional loading. To check column do i have to include Mx moment and My moment both. what eccentricity i have to include for My moment.






RE: Steel Column
Definitely torsional loading here on the column otherwse.
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: Steel Column
Mx from connection eccentricity = Beam reaction times distance between column center and connection ..
Also additional moment My (torsion moment = beam reaction times 8" which is distance between column center and load.)
so there will be biaxial moment and i will check column for that.
RE: Steel Column
RE: Steel Column
RE: Steel Column
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: Steel Column
Other than that, follow analysis.
RE: Steel Column
RE: Steel Column