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Good Morning at all I have a question regarding to a design verification. I have a connection that is composed by four M20 bolts, located at the extremity of an ideal square. As per Eurocode 3 this connection could be classified as Shear Connection - Category A Bearing Type. Moreover because...

Thank you for the reply, It helps me very much, and now I have found the "Utilities" very useful ;-)

Hi everybody I know my question could be very stupid, but: 1) there is a way in patran to create a new group with all the free elements and free nodes of the model? It means a node that it is not joint with any elements. Because I have to clean a *.bdf file and write down every anomaly, and...

Thks for the prompt replay, but I can't do that. More specifically it will be expensive, becuase I have to do some analyses and every one cost at least 90Hours. For technical reasons I can't do a restart from the previous one so I have to find a different way.

Hi everybody I have a little problem. Is it possible to write different output in different .op2 files? Let me do an example: I have 100 elements (ID from 1 to 100), and I request the stress. Is it possibile to have the stress for the elements in the range 1-50 into the file filename1.op2, and...

And now i'm here again. I believed to find a solution for Force on CBUSH elements, but now i'm still confusing. Can someone please explain me the values reported on the F06? ( FORCE-X FORCE-Y FORCE-Z MOMENT-X MOMENT-Y MOMENT-Z ) How to consider the value, positive and negative. I understand...

I have found the solution you can close the thread, thanks a lot

Hi all I don't understand the ELFORCE card on the CASE CONTROL COMMAND. If I build 4 nodes, 2 rbe2 and a cbush GRID,1,,0.,0.,0. GRID,2,,1.,0.,0. GRID,3,,1.,0.,0. GRID,4,,2.,0.,0. RBE2,10,1,123456,2 RBE2,11,4,123456,3 CBUSH,100,100,2,3,,,,0...