FEAP User Forum

FEAP => FEAPpv => Topic started by: akdavoudi on January 25, 2015, 09:58:21 AM

Title: How can analysis sat down in feappv?
Post by: akdavoudi on January 25, 2015, 09:58:21 AM

Hi,Dear professor
Please let me know, How can I analysis sat down beam support in Feappv.

Very appreciate to any answers :)

Title: Re: How can analysis sat down in feappv?
Post by: Prof. R.L. Taylor on January 25, 2015, 02:00:53 PM

To have non-zero displacements at supports you need

BOUNdary condition
  at node at node where you want it

DISP condition
  at node where you want it

Non-zero values can be for u, w, theta for a FRAME (which is used to model the beam)

Title: Re: How can analysis sat down in feappv?
Post by: akdavoudi on January 26, 2015, 02:00:15 AM

Tanks a lot.