Hello,
My request is about the section cut resultant forces (integral values) - is there a way these forces to be displayed in tables.
Also my second question is how can I change some user property to become default one (like bar section, rigid links and etc.)
Please see the attachment.
Thank you in advance,
St.Stefanov
Solved! Go to Solution.
Solved by Rafacascudo. Go to Solution.
Solved by Rafacascudo. Go to Solution.
Rafael Medeiros
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I know about reduced results for panels, but these results are just for one panel. In my case two panels that are perpendicular each to another, work as a T section. With the panel cut diagrams I can see the resultant forces for the center of that T section, but it takes me a lot of time to evaluate the results for every one of those 150 combinations (especially when I have to check 8 sections), so if these resultant forces are put in a table, that will be just wonderful.
About my second question - everything is clear now.
Rafael Medeiros
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I have tried to use core walls before posting in the forum and I have realized that my T section need to be vertically orientated for this function to take effect.
I definitely share your opinion.
Thank you and thank the whole robot support and development team.
Best regards,
St.Stefanov
If your model is not so huge ,maybe it is worth you rotate the whole structure 90 degrees and make the global X or Y axis your vertical(gravity) axis and consequently align all your T sections with the global Z axis.
If you don´t have lots of loads ,it won´t be a lot of work to do.It is possible to define several core walls in the same model.
Well , this will only be possible if you have all your T sections in the same direction.
Rafael Medeiros
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want to know how to get the bending moment/ shear force along a particular section cut in table form