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Hi, I try to make a model in timber and masonry, but I have some issues, the model is work with the central nodes for the truss but when i try to create the rigid diaphragm all the nodes is a disaster
interacciones.PNG
1.PNG
how can I work with this two different types of interaction??
and in ...

dear User,
Unless you need interactions for specific conditions and/or properties (for example rigid link), we suggest to merge elements of the models. You can select elements you need to merge and then d click on the merge button under the geometry tab. You still have single geometries and you ...

thank you very much for the recommendations....

Hi, I work in a model of Timber frame and make different interactions in the nodes, used tree types of elements for each one with contact ZeroLength... and I can run the analysis
F.PNG
the columns and beams work with polylines because in each node I put some mass
F1.PNG
but when I run the ...

Hi, is it possible to work with differents mass in one element? this one to simulate the mass of the wall in a column of timber for example?
ro.PNG
in the graph, I have nodes, where I need to put different mass :
mas.PNG
How I can put if I have the material and section of the timber, and also I ...

Thank you very much... now I try to replicate this ...!!!!

hi, I have some issues for the interaction in two nodes and the behavior send error, and i put Saw materials, and also Twonodeslink for the section in the central nodes; but opensees continue give me error. the analysis don't run

error.png
Does somebody know how I can work with these nodes? I try ...

I install the STKO and Opensees, but when I create the material "concrete" and try to use the opensees inside the STKO I have these error, also in the analysis