03-01-2010, 08:49 AM
If you want bending moment in beams use membrane elements. If you want slab bending moments use shell elements. You can't get all the results from only one model. You have to do 2 separate models for slabs.
Messages In This Thread |
ETABS manual meshing - by rendel_© - 11-03-2009, 02:00 PM
RE: ETABS manual meshing - by rohailiyaz - 11-03-2009, 03:20 PM
RE: ETABS manual meshing - by rendel_© - 11-03-2009, 05:46 PM
RE: ETABS manual meshing - by deviationz - 11-10-2009, 01:27 AM
RE: ETABS manual meshing - by jaks - 11-10-2009, 06:20 AM
RE: ETABS manual meshing - by tarugo - 11-10-2009, 01:50 PM
RE: ETABS manual meshing - by vinnunsam - 03-01-2010, 05:00 AM
RE: ETABS manual meshing - by jaks - 03-01-2010, 10:36 AM
RE: ETABS manual meshing - by kiwi2007 - 02-02-2010, 03:40 AM
RE: ETABS manual meshing - by jamessharp - 02-28-2010, 07:42 AM
RE: ETABS manual meshing - by iceman84 - 02-28-2010, 12:45 PM
RE: ETABS manual meshing - by ssamis - 02-28-2010, 01:14 PM
RE: ETABS manual meshing - by jamessharp - 03-01-2010, 06:38 AM
RE: ETABS manual meshing - by iceman84 - 03-01-2010, 08:49 AM
RE: ETABS manual meshing - by usmancvle - 04-23-2010, 05:47 PM
RE: ETABS manual meshing - by jcoronellr - 04-23-2010, 08:49 PM
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