If you have a script you think might be useful to others post it
here. Hopefully we will be able to get the most useful of these incorporated in the manuals.
Moderators: silvia, selimgunay, Moderators
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phmau
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by phmau » Fri Dec 08, 2006 9:47 am
an example of a square clamped plate, with uniform load (dead load) using for example, example 7.1 do not give good results for vertical deflection at center.
The results seems good if the thicknes is devided by 2 !!
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silvia
- Posts: 3909
- Joined: Tue Jan 11, 2005 7:44 am
- Location: Degenkolb Engineers
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Contact:
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by silvia » Fri Dec 08, 2006 10:45 am
go ahead and let me know if there is something wrong with the example, and where....
tia
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104