Hello I have one question does stress concentration occur for a member under compression when there is sudden change in it's area
@amdslamdsl3 ай бұрын
the sounds are too little
@DS-hz4ie5 ай бұрын
This should be really useful. One question though: Is there a way to change the range on the axes? The systems I typically look at have spec spanning to ~1kHz.
@TonyAbbeyFETraining5 ай бұрын
Thanks for the feedback. On the axes range I deliberately kept it small as a demonstration. But I will see if I can put a variable range in. I'm learning the creation tool, GeoGebra, as I go - so we will see!
@mathumphreys5 ай бұрын
Nice one Tony, thx.
@TonyAbbeyFETraining5 ай бұрын
Many Thanks!
@arocenajesussusmerano1749 ай бұрын
Dear Sir, Snap back refers to a temporary deformation and does not indicate a structure's capacity to endure stress or loads in the long term. Therefore, relying solely on snap back results to determine a structure's capacity is not accurate; permanent deformation and overall structural integrity should be considered for a comprehensive assessment. In this case, can we ignore the effect of snap back?
@OrangeGeemer9 ай бұрын
What if the body is wide?? on a 20"x10" it takes 10" to achieve equilibrium. What would happen if you apply the same force on a 20"x20" body?? will it now take 20"? (that would be weird)
@mathshubgh10 ай бұрын
Please how do I calculate the percentage error?
@mahrezaitm.5162 Жыл бұрын
Thanks Tony !
@alpompeia Жыл бұрын
I have several programs in VB and VBA that use F:\ in the code. Windows changed the drive letters and I can't find how to search for the letter "F" followed by a colon and backslash in explorer.
@ugchimdi2 жыл бұрын
Thank you Tony Abbey
@SmallBusinessResourceCenter2 жыл бұрын
nice video
@bhukyavenkatesh91342 жыл бұрын
Hi, can you please tell me how the yield load in compression loading less then tension loading
@softwareeducation_per2 жыл бұрын
so helpful, thanks
@tjs46892 жыл бұрын
I am looking for a way to limit file searches to the file extension (exp) and with content of the file (Y line). Is this possible?
@YABEEful2 жыл бұрын
awesome video sir.. thanks a lot.
@s.mustafakazim78052 жыл бұрын
Very nice illustration. Thank you.
@GururajSudhindra2 жыл бұрын
very useful, Thank you
@jonathantorres97452 жыл бұрын
Is there any extended documentation on this to check ? Thank you ! :D
@TonyAbbeyFETraining2 жыл бұрын
I haven't found any I am afraid, I pulled together bits and pieces from the internet and did a lot of experimenting!
@jonathantorres97452 жыл бұрын
@@TonyAbbeyFETraining Regardless, this will become one of my reference document. Thank you !
@ballsdeepinglory30543 жыл бұрын
what can be done if we have divergence instead of convergence ?
@Andres_Ruiz23023 жыл бұрын
I don't understand English :(
@kordilheira3 жыл бұрын
ótimo, very very good
@RahulSharma-oc2qd3 жыл бұрын
Should not internal force at first half portion be in opposite direction than what it is shown in the video? I am unable to get that direction of internal force it Force F is applied at node 1 in positive x direction then the internal force should be generated in negative x direction to keep the body under the equilibrium. Am I missing something?
@TonyAbbeyFETraining3 жыл бұрын
check out the force balance at 2:58. The convention is positive to the right. F1=-T F2 = T. Both rods are in equilibrium.
@Bahi1933 жыл бұрын
Sir how can I create a crack like v notch in rectangular section beam in MATLAB
@Zendii3 жыл бұрын
Super helpful. Thank you!
@ahmedamr52653 жыл бұрын
Thank you!!
@gokiburi-chan42553 жыл бұрын
thank you for this tony! looking forward to more of your content.
@serianaa3 жыл бұрын
For anybody here trying to find out why theirs aren’t turning blue or etc, microsoft removed it since windows 10 1909, they changed it so you dont need it, basically, wanna find the file ending with .png then type it and it will only show .png files
@DA-sz5fr3 жыл бұрын
I want to hear you say: "The Names Bond... James Bond"
@noname-codm45903 жыл бұрын
It doesnt turn blue😓
@ammaralahmar8923 жыл бұрын
same is here it doesnt turn blue ..
@willdatsun3 жыл бұрын
there is no search tab on my W10 file explorer.
@ryan65303 жыл бұрын
can you search for multiple file names by the number in the title? tried with different numbers separated by a space and nothing comes up but if i type one number and search it will show up
@Swanidhi3 жыл бұрын
Learned something new and useful. Thank you for this video.
@tassioleno8083 жыл бұрын
Comment about convergence of elements and nodes at limit: 10:00
@fadunaatz13 жыл бұрын
Parabéns pelo vídeo, ficou muito claro seu inglês e a explicação fico top! Nice vídeo! Thank you!
@anybodycandofea59533 жыл бұрын
kzread.info/dash/bejne/mo5k27eumZjeeqQ.html
@MrP-tking3 жыл бұрын
Robert Hooke, Engineering Strain
@johnbussan93013 жыл бұрын
excellent
@stephenadjei24953 жыл бұрын
Newton is now Hooke
@ashrafelsayed30494 жыл бұрын
very nice, please can you help , i want to write more than 259 charcter in windows search and i counld not find a solution for this problem
@abeibrahim58464 жыл бұрын
Great tutorial, BUT, what about the file name itself - that is what most of us search on - How to find files with "(1)" in them? it seems to render any of the fonts.
@martnal4 жыл бұрын
Three things, for the link I had to use docs.microsoft.com/en-us/windows/win32/lwef/-search-2x-wds-aqsreference and secondly it should be noted that the options that are available vary from one version of Windows 10 to the next. I don't get the drop-down calendar after typing date: and it doesn't change colour on ext: Finally, the 'Search Tools' tab only appears after initially searching for something. I am using Windows 10 Version 1909. (Check using Win-R and typing winver
@mohamedelmalah67164 жыл бұрын
very great and fruitful videos ..could you please make videos about Coefficients of the stiffness matrix - Derivation - Beam element
@Catloverss952 жыл бұрын
FEM Introduction and bar element kzread.info/dash/bejne/h3yG0dxrnszVg7g.html FEM Bar element example kzread.info/dash/bejne/aKh_qqpxqtPacrw.html FEM beam element kzread.info/dash/bejne/rJ2jqaSGpNSYgKQ.html
@michaelglenn54594 жыл бұрын
Wish I had seen this years ago! Thank you
@2010axlslash4 жыл бұрын
Many many THANKS :)
@kolavithonduraski50314 жыл бұрын
11:48 avoid non-liner if avoidable... if you have like in building constructions a lot of loadtypes, where you have to use superposition of the results it is elementary to use linear types of FEA. Whereas if you have some strong loading exposed columns... you can use Elastic Theorie II. Dregree where you iterate the Load and Displacement to test if buckling is really a problem. this is only a construction engineer comment :D And of course... you need to know what to use when. When elastic, when plastic material behavier. When using geometrical non linearity. When dynamical analysis. And especially what to use when. engineering is awesome and the video is as well👍😁 Thanks!
@kolavithonduraski50314 жыл бұрын
thanks for this vids... i just find your videos... but this kind of videos are really helpful and important for young engineers. There are so many engineers just take the results for absolute truth... which can be dangerous...
@abdessalemmessai48444 жыл бұрын
I don't found the next video ?
@Sureshlonka4 жыл бұрын
Great video with excellent and detailed explanation. Thanks for sharing your knowledge.
@TheDavicious4 жыл бұрын
reminds me of those snap bracelets that were popular in the 90s. Bistable structures are too complex for my brain.
Пікірлер
Hello I have one question does stress concentration occur for a member under compression when there is sudden change in it's area
the sounds are too little
This should be really useful. One question though: Is there a way to change the range on the axes? The systems I typically look at have spec spanning to ~1kHz.
Thanks for the feedback. On the axes range I deliberately kept it small as a demonstration. But I will see if I can put a variable range in. I'm learning the creation tool, GeoGebra, as I go - so we will see!
Nice one Tony, thx.
Many Thanks!
Dear Sir, Snap back refers to a temporary deformation and does not indicate a structure's capacity to endure stress or loads in the long term. Therefore, relying solely on snap back results to determine a structure's capacity is not accurate; permanent deformation and overall structural integrity should be considered for a comprehensive assessment. In this case, can we ignore the effect of snap back?
What if the body is wide?? on a 20"x10" it takes 10" to achieve equilibrium. What would happen if you apply the same force on a 20"x20" body?? will it now take 20"? (that would be weird)
Please how do I calculate the percentage error?
Thanks Tony !
I have several programs in VB and VBA that use F:\ in the code. Windows changed the drive letters and I can't find how to search for the letter "F" followed by a colon and backslash in explorer.
Thank you Tony Abbey
nice video
Hi, can you please tell me how the yield load in compression loading less then tension loading
so helpful, thanks
I am looking for a way to limit file searches to the file extension (exp) and with content of the file (Y line). Is this possible?
awesome video sir.. thanks a lot.
Very nice illustration. Thank you.
very useful, Thank you
Is there any extended documentation on this to check ? Thank you ! :D
I haven't found any I am afraid, I pulled together bits and pieces from the internet and did a lot of experimenting!
@@TonyAbbeyFETraining Regardless, this will become one of my reference document. Thank you !
what can be done if we have divergence instead of convergence ?
I don't understand English :(
ótimo, very very good
Should not internal force at first half portion be in opposite direction than what it is shown in the video? I am unable to get that direction of internal force it Force F is applied at node 1 in positive x direction then the internal force should be generated in negative x direction to keep the body under the equilibrium. Am I missing something?
check out the force balance at 2:58. The convention is positive to the right. F1=-T F2 = T. Both rods are in equilibrium.
Sir how can I create a crack like v notch in rectangular section beam in MATLAB
Super helpful. Thank you!
Thank you!!
thank you for this tony! looking forward to more of your content.
For anybody here trying to find out why theirs aren’t turning blue or etc, microsoft removed it since windows 10 1909, they changed it so you dont need it, basically, wanna find the file ending with .png then type it and it will only show .png files
I want to hear you say: "The Names Bond... James Bond"
It doesnt turn blue😓
same is here it doesnt turn blue ..
there is no search tab on my W10 file explorer.
can you search for multiple file names by the number in the title? tried with different numbers separated by a space and nothing comes up but if i type one number and search it will show up
Learned something new and useful. Thank you for this video.
Comment about convergence of elements and nodes at limit: 10:00
Parabéns pelo vídeo, ficou muito claro seu inglês e a explicação fico top! Nice vídeo! Thank you!
kzread.info/dash/bejne/mo5k27eumZjeeqQ.html
Robert Hooke, Engineering Strain
excellent
Newton is now Hooke
very nice, please can you help , i want to write more than 259 charcter in windows search and i counld not find a solution for this problem
Great tutorial, BUT, what about the file name itself - that is what most of us search on - How to find files with "(1)" in them? it seems to render any of the fonts.
Three things, for the link I had to use docs.microsoft.com/en-us/windows/win32/lwef/-search-2x-wds-aqsreference and secondly it should be noted that the options that are available vary from one version of Windows 10 to the next. I don't get the drop-down calendar after typing date: and it doesn't change colour on ext: Finally, the 'Search Tools' tab only appears after initially searching for something. I am using Windows 10 Version 1909. (Check using Win-R and typing winver
very great and fruitful videos ..could you please make videos about Coefficients of the stiffness matrix - Derivation - Beam element
FEM Introduction and bar element kzread.info/dash/bejne/h3yG0dxrnszVg7g.html FEM Bar element example kzread.info/dash/bejne/aKh_qqpxqtPacrw.html FEM beam element kzread.info/dash/bejne/rJ2jqaSGpNSYgKQ.html
Wish I had seen this years ago! Thank you
Many many THANKS :)
11:48 avoid non-liner if avoidable... if you have like in building constructions a lot of loadtypes, where you have to use superposition of the results it is elementary to use linear types of FEA. Whereas if you have some strong loading exposed columns... you can use Elastic Theorie II. Dregree where you iterate the Load and Displacement to test if buckling is really a problem. this is only a construction engineer comment :D And of course... you need to know what to use when. When elastic, when plastic material behavier. When using geometrical non linearity. When dynamical analysis. And especially what to use when. engineering is awesome and the video is as well👍😁 Thanks!
thanks for this vids... i just find your videos... but this kind of videos are really helpful and important for young engineers. There are so many engineers just take the results for absolute truth... which can be dangerous...
I don't found the next video ?
Great video with excellent and detailed explanation. Thanks for sharing your knowledge.
reminds me of those snap bracelets that were popular in the 90s. Bistable structures are too complex for my brain.
Thank you!