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SAP90...distributed load

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popabf

popabf

Structural
Joined
Oct 27, 2003
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38
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Hi, my question is how can I model an uniformly distributed load using SAP90, on a frame structure?
I understood that block POTENTIAL is not recomended for frame structures?
Where can I get a manual of SAP 90 in order to enlight myself concerning this problem?
 
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