STAAD SS5- 20.07.10.64 & STAAD SS6- 20.07.11.45
design Code : IS800 : 2007
analyzing the same file in these two version show different Bending moment results. the sections is passes in SS6 and Fails in SS5.
Model is also attached with the post, and screen shot with different BM for load case 18 at knee is seen.
is something wrong in File?????
please guide which version results should we use.
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/DSN_2D00_5E_2D00_1170_2D00_B01_2D00_A01-TO-A03_2D00_C_2300_01_2D00_20_2D00_11_2D00_2015_2D00_RFCS_2D00_1.std:940:0]
