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How to add pressure load on a shell?

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stevencar

stevencar

Structural
Joined
Sep 25, 2001
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In the 3D frame analysis, I want to assign 4.31KPa of wind pressure on the frame, the result is quite small and unreasonble (support moment). I have selected the KN-m unit and the result is -3.254E-06.
 
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Steve,

As you have a wind presure in kN/m^2 and aplied load on FRAME(???) in kN/m'.
Did you multiplied the Presure by the width of the frame suported area when added the frame distributed load?

Zmei
 
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