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I am doing a structural analysis of a quite simple beam structure. The local code asks for different load factors on Dead loads and Live loads depending on the load combination being analyzed. So easy enough I created the Dead load function and another for live load with proper multipliers. when I tryied to solve I get this error message. I remember long time ago when studying Jean pierre's book reading this warning. Will this ever be fixed?
How should I deal with load combinations and this limitation?
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! <S> Exception user raised but not interceptee. !
! The bases are fermees. !
! Type of the exception: error !
! !
! The loading contains more than one distributed load. !
! Computation is not possible for the models of beam. !
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Second question.
How can I extract the reaction moments on a fixed support? I see in REAC_NODA there are moments relative to an arbitrary point. I am totally confused as on all the other software I have used, there is no arbitrary point to define the reaction moments. Please help me understand this.
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