Hallo. I have a problem...I define stories, i define seismic lateral cases for x and y axis but after the end of process i can display the seismic forces in the nodes only for the last story...as you can see in the picture...what goes wrong?
Also i would like to ask how we can define the seismic load in a steel structrure with duopitch roof...thanks
Solved! Go to Solution.
Solved by Artur.Kosakowski. Go to Solution.
Could you attach your model?
For the other question you may find these topics helpful:
Equivalent Seismic Lateral Forces for Inclined Steel Roof
Seismic analysis of a gable roof structure
The status of the results in the model you attached is out of date. All forces are diapered after you calculate it again.
In addition I'd recommend downloading and installing SP5 for RSA 2014 .
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