Thank you for the useful tutorial. I like the fact you compare the hand calculations with simulation results. This really helps to understand the problem.

"make sure to set the units to something ridiculous before we start"... great

Your tutorials are really good. Keep making videos. All the best wishes are for you.

Excellent videos!! Really helpful, this leads to maximize the utilization of Ansys.

Great job! Lots of info clearly described. I guess I'll have to subscribe :)

Clear and concise! Great video

Sir kindly help ...how to provide proper constraints in case of both ends fixed in ansys fea???

Thanks a lot DrDalyo, very useful video!

Dr. Dalyo, my name is Carlos, from Brazil, I'm a mechanical and civil engineer. I liked very much your video concerning Linear Buckling I-Beam Tutorial - Ansys 17. I have some doubts about this problem. In case of a a frame structure with two columns and one bean linking each other. How to separate the results of the Buckling Analysis for each column? Is it possible to get the load multiplier for each column separately? Thank you so much for your videos and hope you can help me in this issue.

Excelent job,thanks

Thanks!! It's very useful!

Please share vedio for non linear buckling.

Yours truly useful and easily understood, thanks paa

thank you, very interesting and well explained!

Great video!

thanks u very much Dr....make some more videos on analysis

Dr Dalyo thank you very much for a very informative video. I am a big follower of all ur videos. I just have one question, what does the first and second mode signify, why there exists different modes and by increasing the number of modes what are we trying to achieve . thank you

What is the difference of using a line body vs creating a the I beam cross section and extruding ?

l like your video 👍👍👍

very clear video..thank you

Hi I'm trying to find critical force for c channels for lipped and without so if you could do another video by showing how you work out the critical force by hand and then by using ansys. Btw I love your videos really helpful.

Hi.. awesome video. Subscribed and liked. One question what if both ends are fixed condition...? ??

Please upload a tutorial on fatigue life assessment of RC beam

Hello, I have a question, are you discontinuing ANSYS tutorials on KZfaq? I found your tutorial on Pluralsight website, where, in order to learn, one has to pay a certain amount every month, so are you not going to make tutorials on KZfaq?

If load multiplier is coming negative then what will happen?

very helpful thank you. However i was under the impression that you need to apply an element type to the model. Is this automatic?

So if you initially applied 2 [Force unit], the load multiplier would be twice as small?

Does the FS buckling change with introduction of end moments on the column?

Do you have, or can you recommend, a program of learning that will allow you to think your own way through problems and identify the correct boundary conditions, models etc? In other words, to "teach a man to fish" rather than giving him a nice succulent trout? :) I have been trying to work through the edx course on FEM simulations and he takes you from first principles, but can you recommend a book or online course that will help people to think through and analyse ANY problem, without necessarily being given explicit step by step instructions?

very good

hello, tnx for your uesfull video. when i modeling this video in my ansys workbench, first mode is okey, but 2th mode have a Highly Distorted Elements. why? and how can i fix it? :(

Nice job!!!

Dear Dr. Dalyo, Thank you for your very helpful videos. I want to model a column with circular cross section in Ansys . the problem is that my column's modulus of elasticity and density vary linearly from bottom to the top of column. is it possible to model this column and define a function for E(elastic modulus) or density in Ansys? if so, how can I do that? In addition, How can I define a rotational spring at the end of my column instead of just fixing it? Thanks for your time,

Sir, your videos are helpful and informative. I could model simple beams and columns easily. But i have a problem while importing geometry from AutoCAD 3D in .iges format. After importing geometry, it is generated as surface bodies and not as solid body. Help me out to solve the problem. Thankyou

Dear DrDalyO, Thank you very much for your video. I have a question on APDL commands. If I apply the boundary condition like F,node_num,FX,FORCE_VALUE how could I display it in WB? I tried use APDL commands: /PBC,ALL,,1 /PBC,NFOR,,1 but it desn't help. I know that in ANSYS MECHANICAL APDL I could choose the next option: PlotCtrls->Symbols->AllAppliedBcl's. Is it possible to make the same thing in WB?

thank a lot

thanks

How can we do this using APDL Please?

hello introduce me firman hidayat .. one of the final semester students at malikussaleh university (indonesia) .. I am currently working on my final project on pci-girder bridge analysis using ansys application ... but I have a little problem about how to input the prestressed cable force that works on the bridge girder beam ... can you help me in solving this problem..help in any form is very appreciated..thank you

You use Internet Explorer!!!!?? WT* Dude!??? :O Btw, great Channel!!!!!!!

Thanks, these videos are very helpful. When I generate the "total deformation 2" for the torsional deformation, the model changes in a way I find hard to describe - not smooth at all, it's really sharp and twisted with sudden directional changes. Could you explain this at all? Cheers

how can i share material geometry model between static and linear buckling??

Great video! Can you explain to me what an eigenvalue tells us about the buckling. And is a high eigenvalue good or bad?

Excelent

Nice man! Can you make the same excell wth and circular beams too? :O

6.37

Euler is not pronounced "Yuler" but is like "Oiler".

Although the tutorial is great the units really should be in SI.

You are talking and clicking too fast. Next time please be a little slower. So new beginners can follow and understand you. Thanks.