Got my results today and I passed thank god! I owe you a lot of credit to you because your channel really helped me buckle down and make the learning a hell of a lot easier and manageable! I wish the best for you and have no doubt you will succeed in whatever you decide to do! Now i'm going to go check on my mason jar sprouts and crack one to celebrate!!!!
Great job, I am really happy to hear that you passed! Congrats 😊 and thank you, I am glad my videos were helpful. Good luck on your future endeavors, and enjoy your broccoli sprouts 😂
Nice quick video explaining it. Minor note: Although obvious, you didn't state to ignore the right side of the diagram because they all had forces on them.
I only had 5 days to study for my exam and I managed to pass, your videos helped me brush up on old topics I had forgotten. Keep it up, hopefully you can grow your channel and make something bigger out of it!
Hello! Thank you for all your videos. Just wanted to confirm if member PG is considered a zero force member based on: the 3 members, 2 which are collinear and connected to a joint that has not external load rule. Thanks!
Your videos are really simple and helpful. But this is a little bit confusing. You calculated joint N twice first time to say CN is 0, at that time KN&NE were collinear then while considering Joint K you made KN 0. Now you should have done joint E which had a force to make your point more clear.
At joint N, we have no external forces and 3 members, KN and NE are collinear, CN is not collinear and that is why CN is zero. I hope this makes sense and good luck with your studying!
@Armen Ware it is because of the sum of the forces at N. If you had a force acting through NE then one of the other members around N would have to help out.
Got my results today and I passed thank god! I owe you a lot of credit to you because your channel really helped me buckle down and make the learning a hell of a lot easier and manageable! I wish the best for you and have no doubt you will succeed in whatever you decide to do! Now i'm going to go check on my mason jar sprouts and crack one to celebrate!!!!
Great job, I am really happy to hear that you passed! Congrats 😊 and thank you, I am glad my videos were helpful. Good luck on your future endeavors, and enjoy your broccoli sprouts 😂
Nice quick video explaining it. Minor note: Although obvious, you didn't state to ignore the right side of the diagram because they all had forces on them.
I only had 5 days to study for my exam and I managed to pass, your videos helped me brush up on old topics I had forgotten. Keep it up, hopefully you can grow your channel and make something bigger out of it!
Congrats and that is awesome 😊
I'm happy to announce I passed the FE, thank you for the videos they were very helpful and informative :)
Hello, congrats on your exam, I am really happy for you and I am glad to hear that my videos were helpful!
This youtube channel is amazing. Thank you so much for making these videos!
What about P, L and M joints?
Hello! Thank you for all your videos. Just wanted to confirm if member PG is considered a zero force member based on:
the 3 members, 2 which are collinear and connected to a joint that has not external load rule. Thanks!
Thank you so much, very well explained!!
Thank you for watching! I'm glad you found it helpful
Thank you
Your videos are really simple and helpful. But this is a little bit confusing. You calculated joint N twice first time to say CN is 0, at that time KN&NE were collinear then while considering Joint K you made KN 0. Now you should have done joint E which had a force to make your point more clear.
please make a video on ILD for hinged beam
Merci
What about others members FP&PG&GH&GM&GL&HM&HI
And thanks for your help
They can't be Zero Force members since there are loads acting upon them.
Isn't KN and NE colinear?
At joint N, we have no external forces and 3 members, KN and NE are collinear, CN is not collinear and that is why CN is zero. I hope this makes sense and good luck with your studying!
@Armen Ware it is because of the sum of the forces at N. If you had a force acting through NE then one of the other members around N would have to help out.
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Thank you Tom for your support!
@@Genieprep keep uploading
nice voice
lack of illustration