I MODEL A BEAM A BEAM OF 12 M SPAN IN WHICH THE SUPPORTS ARE ASSIGNED AT 8 M C/C AND REST 2.2 M FROM EITHER SIDE IS CANTILEVR , NOW IF I CHANGES THE BEAM INCIDENCE THE SHEAR FORCE DIAGRAM IS CHANGED (REVERSED) WHILE LOADING POINT IS SAME
Can you please add the STAAD file here for a quick check?
1565.Structure1.STD
in this file user section created from section wizard was used , after that I section was assigned so please ignore the usertable inputs errors
Thanks for sharing the file. I will investigate and let you know.
ok
did not get any respond from you till Abhisek M