Section cut results in tables

[sedefass]

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

[tony.ridley · Accepted solution]

results;

user defined lists

cheers,

tony

[Rafacascudo]

I think he wants table results from " custom" panel cuts .
he can have all the values along the cut through " diagram analysis" , but don´t know how to have all values in a table

[tony.ridley · Accepted solution]

like this in diagram analysis?

[sedefass]

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.

[Rafacascudo · Accepted solution]

Well , if these "T sections" are vertical ,you could treat them as core walls and have their internal forces through " diagrams for buildings"
In fact ,It would be great if we could define horizontal(or any direction) " core walls" from multiple panels forming U ,T , L ,or any other section and get their internal forces as we can already get for "traditional" core walls.
🙂

[sedefass]

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

[Rafacascudo · Accepted solution]

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.

[sedefass]

Fortunately my T sections are in all orientated in one direction. Also I have used excel tables to enter the loading values, so I will just swap the X and Z columns.

Again thank you very much.

[wilson.to]

want to know how to get the bending moment/ shear force along a particular section cut in table form