a very good lesson. It is suggested to add commentary rather than plying music in back ground. It will be more attractive for students. Students preferably watch those videos which are supported by commentary
Hi Probably you have mistake in setting the analysis. repeat it and if the problem exist contact us via provided contact information in idesignbest.com or ansystube.com
a very good lesson. It is suggested to add commentary rather than plying music in back ground. It will be more attractive for students. Students preferably watch those videos which are supported by commentary
Thanks. Your opinion will be considered.
I tried this process but the results at static structural gives 0 inverse reverse factor
Hi Probably you have mistake in setting the analysis. repeat it and if the problem exist contact us via provided contact information in idesignbest.com or ansystube.com
Hello, do you know if there is a way to evaluate failure criteria coming from the eighenvalue buckling results in the ACP Post module ?
Hi. Do you mean buckling failure criteria?
@@iDESIGNBests yep I mean that
I do not comprenhend the solution of the optimization. Is it telling you that on mpdelling ply 1 1you should have 5 layers at 0º?
Yes. But in some designs we have a limitation on the number of layers with the same angle next to each other
Hello sir, Can I import .cdb file in ACP(pre)?
Hi. No