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Author Topic: How can analysis sat down in feappv?  (Read 4829 times)

akdavoudi

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How can analysis sat down in feappv?
« 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 :)
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Prof. R.L. Taylor

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Re: How can analysis sat down in feappv?
« Reply #1 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)
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akdavoudi

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Re: How can analysis sat down in feappv?
« Reply #2 on: January 26, 2015, 02:00:15 AM »
Tanks a lot.
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