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one of the best tutorials I've seen in couple of years
For anyone curious about how to get the stress results to show on the beams, in the geometry details for the beam, Cross-section (for solver) must be set to "mesh" instead of pre-integrated.
Holy shit. Now that's a useful tutorial!
Thank you! Just what I was looking for.
very nice tutorial. this helps me a lot. thank you for this video.
Amazing, practical video. Thank you.
Really? Wow, This was a very cool demonstration about Spaceclaim. Thank you.
when you change the solid to shell, can we just do the analysis with the shell?
How did you hide them in first?
Superb Work Man
Thank's you ! can you please share the geometries ? 3D Cad models
thank you for tutorial i have problem i click profiles button on spaceclaim i can not see anything
Quite useful demonstration. But can we use a geometry in mechanical for analysis having both types i.e., beam and shell elements?
How can we sort out the beam errors in ansys alone without using the "extend" feature of Spaceclaim?
Thanks for this vedio,It’s so cool.
Why would I want to convert the model from solid to beam/shell, if it does not have that much nodes?
Amo te Cristina
Slow the hell down
one of the best tutorials I've seen in couple of years
For anyone curious about how to get the stress results to show on the beams, in the geometry details for the beam, Cross-section (for solver) must be set to "mesh" instead of pre-integrated.
Holy shit. Now that's a useful tutorial!
Thank you! Just what I was looking for.
very nice tutorial. this helps me a lot. thank you for this video.
Amazing, practical video. Thank you.
Really? Wow, This was a very cool demonstration about Spaceclaim. Thank you.
when you change the solid to shell, can we just do the analysis with the shell?
How did you hide them in first?
Superb Work Man
Thank's you ! can you please share the geometries ? 3D Cad models
thank you for tutorial i have problem i click profiles button on spaceclaim i can not see anything
Quite useful demonstration. But can we use a geometry in mechanical for analysis having both types i.e., beam and shell elements?
How can we sort out the beam errors in ansys alone without using the "extend" feature of Spaceclaim?
Thanks for this vedio,It’s so cool.
Why would I want to convert the model from solid to beam/shell, if it does not have that much nodes?
Amo te Cristina
Slow the hell down