[View:/cfs-file/__key/communityserver-discussions-components-files/5932/SERVANT.std:940:0]I analysed a simple building and found different analysis results. In the out- put viewer the midspan result is -90.1kN-m. which is in close agreement with the beam graph post processer. But while viewing the result in member property the value is -138.96kN-m which is approximately 1.5 times the beam graphical value though the distance may be different. Also while checking with Renold’s HB the end moment is 67.88 kN-m which is in close agreement with the postprocessor for the end supports. But the mid span value as it is fixed at both ends it should be near about 50% of end value which should be approximately 39.8 kN-m as per Reynold’s Hb but the value shown is 90 kN-m.
So there is a vast difference in the analysis results. If someone can check and review the comments and clarify why so much difference and what value shall be considered as acceptable one.
Attached the staad file.Image may be NSFW.
Clik here to view.
