What is a best practice to model column head in Robot?
I know some:
Also, I’m trying to use FE thickness variable along line, but it very no handy.
Do you find the posts helpful? "LIKE" these posts!
Have your question been answered successfully? Click 'ACCEPT SOLUTION' button.
Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
As you wrote . Or if this is only for punching check add this info in the RC Slab Design module only.
If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.
Topic good.
You can tutorial step 3: use rigid link.
I is attachment file.
HI. thank you.
But why show slab Punching????????
Thank agian
This approach is not intended for verification of the punching. In such case you should decide on one of these instead:
In addition make sure you defined either a 'real' column (bar) under a slab or a support with the determined size (advanced properties of the support) and you do not have any beam in this location. This is necessary for the correct detection of the punching verification points.
Thank you is reply.
Can you give me an example of "Or if this is only for punching check add this info in the RC Slab Design module only". ???????????????
Hi @HoshangMustafa,
Do you find the posts helpful? "LIKE" these posts!
Have your question been answered successfully? Click 'ACCEPT SOLUTION' button.
Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
@Romanich be careful in your example video the TH25 panel elements where not removed when you placed the TH50 panel so there are two finite elements existing in the same location rather than distinct TH50 panel elements only.
I have asked the Autodesk representatives numerous times to provide an example of how to properly model drop panels with their software and have received no reply.
Hi @DonBAE,
It seems everything is ok with finite elements:
Do you find the posts helpful? "LIKE" these posts!
Have your question been answered successfully? Click 'ACCEPT SOLUTION' button.
Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
perhaps this was just one of the numerous graphical glitches that occur in robot then as your video shows both panel definitions occupying the same location. I've experienced several models where the finite element mesh overlapped in these regions so the behavior does not seem to be consistent:
Can't find what you're looking for? Ask the community or share your knowledge.