10-15-2010, 02:04 PM
@TAFATNEB
Which type of diaphragm are you using
If you use diafragm i prefer you to create an user defined diafragm property, and in option RIGID CONNECTION OF NODES FOR THE SLAB dont chose full stiffering.
Otherwise every type of panel ( shell or diafragm) are not increase the speed of system solutions at robot.
I agree to you that best way is to use shell model for panels.
regards
Which type of diaphragm are you using
If you use diafragm i prefer you to create an user defined diafragm property, and in option RIGID CONNECTION OF NODES FOR THE SLAB dont chose full stiffering.
Otherwise every type of panel ( shell or diafragm) are not increase the speed of system solutions at robot.
I agree to you that best way is to use shell model for panels.
regards
United States of Albania