that was an awesome demo..thanks. i took the first week coarse and thought all i learned was how to mess up and use undo. but from there i am self taught. solidworks is a huge program, so I'm always learning. after your video, i realized i been building weldments the long way. i can mirror sketches, but never thought about mirroring features and bodies. huge time saver..thanks so much
Something that I've just figured out: Unless the feet of the legs were going to be constrained from moving laterally, you should only constrain the four of them from moving up/down. You will need to constrain one of them from moving laterally, otherwise the simulation can't run, but this will give you a much more realistic result. You can see from the high stress at the feet in this video that the simulation was not acting as intended.
Yes, if you restrain all it will give the behaviour of the section being fixed into the ground, i.e. the connections to the ground can carry bending moments. If this isn't the case it's a dangerous assumption and the whole structure will be completely wrong.
I'm glad we were able to "go ahead" and do all that stuff. If we'd just had to do all that stuff we'd never have finished the tutorial. ;-D Good tutorial, though.
the video is very informative... and i can't believe... i just ran a simulation for the first time... thank you sir.. please continue to help learners like me #MassiveRespects
When I perform a weldment simulation using SolidWorks, the program recognizes one of the elements as solid and the other elements as beams. However, it does not allow me to change the solid element to a beam. How can I resolve this problem? And thank you for making like this informative videos
Hi,Thank you for the video, it's great but, I have a question, your force is uniformly distributed or is concentrate? And if it is distributed don't you have to check the "Per unit length"?
im looking for a software which would allow me to import a base shape obj and let it generate a stress resistant rig based on the obj's shape. ive seen a video a few months ago someone mentioning it in a talk but cant find anything now :s
It's ok for beginner... How to do multi-pass analysis...!?! How to run welding step by step & get analysis of stress & distortion @ each & every stage...!?!
that was an awesome demo..thanks. i took the first week coarse and thought all i learned was how to mess up and use undo.
but from there i am self taught. solidworks is a huge program, so I'm always learning. after your video, i realized i been building weldments the long way. i can mirror sketches, but never thought about mirroring features and bodies. huge time saver..thanks so much
Something that I've just figured out: Unless the feet of the legs were going to be constrained from moving laterally, you should only constrain the four of them from moving up/down. You will need to constrain one of them from moving laterally, otherwise the simulation can't run, but this will give you a much more realistic result. You can see from the high stress at the feet in this video that the simulation was not acting as intended.
+Sam Roesch Good observation.
Yes, if you restrain all it will give the behaviour of the section being fixed into the ground, i.e. the connections to the ground can carry bending moments. If this isn't the case it's a dangerous assumption and the whole structure will be completely wrong.
I'm glad we were able to "go ahead" and do all that stuff. If we'd just had to do all that stuff we'd never have finished the tutorial. ;-D
Good tutorial, though.
the video is very informative... and i can't believe... i just ran a simulation for the first time... thank you sir.. please continue to help learners like me
#MassiveRespects
Hi Celes, I had the same problems. I took all plates, gussets and weldings away. Then the simulation study works as in the video.
This is good information. I would love to see an updated version with SW2019 or SW2020. Would also be nice to see it with the newer structures tool.
Great Video, I learned more here than at the classroom, thank you so much.
When I perform a weldment simulation using SolidWorks, the program recognizes one of the elements as solid and the other elements as beams. However, it does not allow me to change the solid element to a beam. How can I resolve this problem?
And thank you for making like this informative videos
Great video. For me it says that there are not enough constraints to run the simulation when using the weldments.
Nice video, your teaching is very clear.
There will be cracks in the mesh joints caused by welding. How to deal with it?
you can apply symmetry twice and reduce the computation and time by 1/4
hello, May I know what is wrong for my case: the weldments are not visible in stress analysis but visible in displacement analysis?
did the 4 parts that suport the legs of the table to the ground made any diference in the simulation?
Hi,Thank you for the video, it's great but, I have a question, your force is uniformly distributed or is concentrate? And if it is distributed don't you have to check the "Per unit length"?
thanks for you info, but i have a problem, can solidworks calculator max load for frame?
Please make a MANUF 2208 tutorial playlist on solidworks 2020
sir how can i add strain result? thank you so much
19:05 :D
Thank you for the information sir
Will weld paths transfer on a mirroring?
When I run the FEA it does not show me the beams with the colours like in 18:48, but just lines. How can i fix this?
Why you did not select joints
im looking for a software which would allow me to import a base shape obj and let it generate a stress resistant rig based on the obj's shape. ive seen a video a few months ago someone mentioning it in a talk but cant find anything now :s
Good video. Can anyone tell me the exact name of the program?
thanks
Hi how can this be computed manually?
Thank you very much. Increase knowledge about solidwork
exactly what I need, well presented, thanks.
Seems this table should have bracing off both directions of the legs, rather then only lateral
Era proprio quello che cervo, Grazie mille
Hey! What is s235? Cant find it...
really helpful for my project, thanks!
how do you pin point the highest stress point?
Hi. force 2000/ all frame or force/ 1 tube?
Seems like a weakness in the software if it cannot handle the gussets that you designed.
Thank you very MUCH!!!!!! You saved my life!!)))
thank you so much :)).Now I know how to do the stress analysis
hai, bother, good presentation.
can you please make a video of STRENGHT ANALYSIS OF LIGHT POLES(WIND LOAD AND DEAD LOAD).
Thank you.
thank you very much for this helpful toutorial
I did everything as the video says and I still get a message MODEL UNSTABLE !!!!
Thanks for the video !
Great video, thanks!
very useful and clear
Thank you so much.
Muy buenos aportes
at 4-legs support, Moment = 0
It's ok for beginner...
How to do multi-pass analysis...!?!
How to run welding step by step & get analysis of stress & distortion @ each & every stage...!?!
very good
Thanks:) very helpfull
Thank you very nice video?
Alguien que me pueda pasar el archivo del dibujo, por favor. :(
that's cool
thanks that helped
Good one
nice
anyone used mpmsim as a stress analysis software?
one word for it..awesome:D
NICe !!!
i think catia is faster to done this case
Mmmm! Not sure your getting a true Simulation if your omitting the gussets!
how to show von mises stress in Frame Stress Analysis?
Just double click on the "Stress" feature in the Simulation feature tree on the lower left side of the screen.
Why did you waste half of the video showing how to draw a basic frame?
hahaha that was messed up
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Very nice, thanks!