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Very helpful video

Would any please share the file 7_plane_truss_example.pdf?

É fácil É só começar dando 5 clicks de vez

This was a great example, thank you for your hard work! 👍

en0[2] is giving cannot read property of undefined

is not working mr. Indian

Ok

Please what app did you use to achieve this

Omg thank you i stuck at this level for hours

obrigado senhor vishnuprasad, salvou meu trabalho da faculdade

where is code or file available

What is the lifetime of LRB?

What is the lifetime of LRB?

What is the lifetime of LRB?

Awesome script!! But how do you create an executable from this script? I just tried to copy the main.exe to my desktop, but it doesn't work. A CMD window pops up and closes right after opening.

what do we do when area of each element is different?

Please share if any videos on fatigue analysis of headed stud shear connectors in steel concrete composite beams

Very helpful video

Thanks sir

Pov: you got stuck on this level

HOLU THANK YOU

1st

Dear Sir how do you plot change in effective stiffness with rubber and lead core diameter can you please explain me or if you have any matlab code for this please share with me

Hi Sir Vishnuprasad, where can I get the source code?

HOW DID YOU BEAT IT

hey , is it possible to post a link with the code. please!

Lv 127 is dark(really hard)

how can change this code when only finds the internal forces of this structure?

Thank you 😘😘😘

is it should done for ... non linear time history analysis of flat slab ... also ??

6 beats

Great code and video! But I found an inconsistency. Your model is not considering moment equal to zero at pivoting supports (in code is called pinned support or roller support).

Zvnabnanabnsndnbsb

That App Was My Childhood

Can we reduce computing time for COUPLED EULARIAN LAGRANGIAN Analysis for friction stir Welding by reducing the number of increments in step.

AAAAAH ITS TO LOUD

Sir may I know... In which line exactly you are fixing the one end of the beam to behave it like a cantilever?

Yes can you provide source of problem

FEM video 01 - Introduction and bar element ruclips.net/video/UHRoz2nioSU/видео.html FEM video 02 - Bar element example ruclips.net/video/6tKHH8zptBY/видео.html FEM video 03 - beam element ruclips.net/video/zioGBMtq2PA/видео.html FEM video 04 - beam element example 01 ruclips.net/video/zioGBMtq2PA/видео.html FEM video 05 - beam element example 02 with UDL ruclips.net/video/ZSSSXRd0FcQ/видео.html

what?xd

Thanks

My expert level was not like this there was 2 number in the beginning

Please provide the reference for this video Sir

You always help us than you so much bro

Can you provide the source of the problem

Please tell us if this multi linear plastic link is used for rubber bearings?

hello, I want to create an amplitude for axial load. But I want the load to change through time in analysis. If I define a tabular amplitude, does it change linearly? (theres no amplitude plotter in my abaqus in tools section)

Damn dude.. Finite element in excel that's crazy.. But it actually makes it a lot more tangible and easier to understand. Thank you! But doesn't it become a problem when you can't use equations like in MatLab? I would love to see your excel file to understand what you did and perhaps try to automate some of the functions. Like why did you use just the second row of the stiffness matrix? Also, just a little advice, double clicking instead of dragging will automatically fill all cells and F4 can lock cells like $A$1 :)

Please, I also want to provide me with material to make a full design of Lead Rubber Bearing for Seismic Isolation. Can you help me,please 🙏? I'm eager to receive your feedback