Wrong results with plates with uniform load ??

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phmau
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Wrong results with plates with uniform load ??

Post by phmau »

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
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Joined: Tue Jan 11, 2005 7:44 am
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Post by silvia »

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
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