If you would like to see a general beam deflection equation, which works for multiple beam/load combinations, search youtube for Global Beam Deflection Equations, a 3-video set showing the derivation and use of this 'universal' deflection equation. It can be differentiated to give a corresponding 'universal' slope/moment/shear equation. It works for linear and non-linear loads, either beam-wide or partial loads and shows symmetries not previously known between beam types and across single point loads and across partial-load boundaries.
thank you very much for this great video; I have been researching on why the Euler Bernoulli beam equations (hand calculations) under predict the displacements when compared with solidworks simulations results for the same problem for shorter beams
Hi ! thank you for this video it's very helpful to understand how solidworks works But i don't understand why you don't find the right value of bending moment (with shear into account) while moment formula derivates from shear stress
Hi @Jos, Im learning from your book in amazon, I want to ask the 1 constraint is it fix at translation in direction of X,YZ and free in rotation at YZ but fix in rotation at X?
hello sir, I am Varun Singhal, from INDIA. I have designed scissor mechanism for compaction purpose in solidworks. Now i need to calculate the force it will exert on the material beneath it. But i don't know how to do it in solidworks.... Can You help me? Waiting for your reply!
At 13.34 of the video , L power 2 is in numerator . 1/8 should be kept inside brackets. Creates confusion when anyone reads it .. viewers do not get confuse 🤔🤤
Hello Sir, I need a research paper on finite element analysis via SolidWorks & I want to reproduce the results via Solidworks. It's our mini_project given to us by our teacher. I'm not finding any good paper. Can you please help me...I mean can you please send me a good one.
Hey jos i am trying to make a similar simulation. Maybe you can help me with it. I have a one end fixed another end free to slide beam. I have to predefine a radius such that - under the given load it must end up straight (or almost straight) When i try to make it because of the geomtric problems - solidworks generates an error message. Do you know any way around this? Thanks & Best regards
thank you I am from Peru good job
If you would like to see a general beam deflection equation, which works for multiple beam/load combinations, search youtube for Global Beam Deflection Equations, a 3-video set showing the derivation and use of
this 'universal' deflection equation. It can be differentiated to give a corresponding 'universal' slope/moment/shear equation.
It works for linear and non-linear loads, either beam-wide or partial loads and shows symmetries not
previously known between beam types and across single point loads and across partial-load boundaries.
Thank you very much sir , extremely helpful video.
Hi, thanks for your video, it was very helpful.
thank you very much for this great video; I have been researching on why the Euler Bernoulli beam equations (hand calculations) under predict the displacements when compared with solidworks simulations results for the same problem for shorter beams
Thanks for your comment!
thanks sri.
Excellent!
Hi ! thank you for this video it's very helpful to understand how solidworks works
But i don't understand why you don't find the right value of bending moment (with shear into account) while moment formula derivates from shear stress
Hi @Jos, Im learning from your book in amazon, I want to ask the 1 constraint is it fix at translation in direction of X,YZ and free in rotation at YZ but fix in rotation at X?
ua-cam.com/video/fRyUf-GY754/v-deo.html 💐.
Hi, Jos van Kreij
A thousand of thanks,
I have a beam with H-shape and each sheet metal connect by weldment. Is it the same with this case?
hello sir, I am Varun Singhal, from INDIA. I have designed scissor mechanism for compaction purpose in solidworks. Now i need to calculate the force it will exert on the material beneath it. But i don't know how to do it in solidworks.... Can You help me?
Waiting for your reply!
thanks sir
Hi, Jos van Kreij.
Great video by the way.
How do I can get dim standart?
For me just apeared iso and ansi inch.
Go to the Design Library tab on the right (It's the second one, below home), click on SOLIDWORKS content -> Weldments -> DIN
merci
At 13.34 of the video , L power 2 is in numerator . 1/8 should be kept inside brackets. Creates confusion when anyone reads it .. viewers do not get confuse 🤔🤤
Hello Sir, I need a research paper on finite element analysis via SolidWorks & I want to reproduce the results via Solidworks. It's our mini_project given to us by our teacher. I'm not finding any good paper. Can you please help me...I mean can you please send me a good one.
Hey jos
i am trying to make a similar simulation. Maybe you can help me with it.
I have a one end fixed another end free to slide beam.
I have to predefine a radius such that - under the given load it must end up straight (or almost straight)
When i try to make it because of the geomtric problems - solidworks generates an error message.
Do you know any way around this?
Thanks & Best regards
If you do the same steps as in the video it should be oke, right?
Can you upload a sample video for it?
What is it that you miss in the current video?
nice technic
ua-cam.com/video/fRyUf-GY754/v-deo.html .💐
Hi, I see but my solid no is a beam, I need to analyze in solid.
In solid elements it is impossible to show moments as a result.
Jos van Kreij thanks, I try to find how any comparation between analysis in base plate
Jos van Kreij and for software