Dear Engineers,
(a) I have problem in applying wind load to my model.Its not applying properly.I have attached model for reference.../
(b) Also i have another doubt that i have given the bottom slab as 250mm and 500mm thick.
The 500mm thick slab top and 250mm thick slab top should be same ,
but not same in staad model because both slab center region is same../(check in rendering view)
What can i do , is this will affect my result..
(c) Also i'm facing an warning message, but i do not why ?
(Please visit the site to view this file)"*WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION. "