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Smax stresses (spectrum analysis)

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achrysov

achrysov

Structural
Joined
Sep 28, 2007
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8
Location
CH
Why both e-tabs and SAP don't show me the S-max contours for the spectrum analysis whilst for the gravity loads i have no problem ? I also tried to define a COMBO, containing the seismic loads but with no result. Any tips ?
 
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Nobody knows nothing ??
 
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