Brittle Coulomb Mohr and Modified Mohr: Brittle Failure Criteria

  Рет қаралды 9,998

TheBom_PE

TheBom_PE

Күн бұрын

Пікірлер: 12
@murtaza6542
@murtaza6542 4 жыл бұрын
you put too many lectures into shame. thank you for helping us to learn
@TheBomPE
@TheBomPE 4 жыл бұрын
Every student has a style they like best. I'm glad you enjoy my style, thanks for the positive feedback, I'm glad it helped! Check out my other Shigley-based videos on these playlists: MEEN361: kzbin.info/aero/PL1IHA35xY5H5AJpRrM2lkF7Qu2WnbQLvS and MEEN462: kzbin.info/aero/PL1IHA35xY5H5KqySx6n09jaJLUukbvJvB Thanks for watching!
@professoralaaalzwghaibi5912
@professoralaaalzwghaibi5912 3 жыл бұрын
very interesting....well done Professor
@TheBomPE
@TheBomPE 3 жыл бұрын
Thanks, I'm glad you liked it!
@ethanstoop8477
@ethanstoop8477 4 ай бұрын
Why did you not account for the bending caused by Mx and the shear caused by Fx?
@ahmadsasi4737
@ahmadsasi4737 5 жыл бұрын
Thanks
@TheBomPE
@TheBomPE 5 жыл бұрын
I'm glad you found it helpful!
@mohammadesmaeilzadeh8240
@mohammadesmaeilzadeh8240 3 жыл бұрын
Hello Professor, Thanks for the useful and valuable videos. Could you please recheck the calculation of "Sigmahoop"? Don't we write (40''-2 * 0.175'')? -Minute 38- Thank you.
@saintttheking
@saintttheking Жыл бұрын
It is only 0.175" because he said: "We are going to the centerline of the wall"
@michaelswanbom6023
@michaelswanbom6023 6 жыл бұрын
If you found this video useful, consider helping me upgrade the old tablet PC I use to create these videos! Thanks! www.gofundme.com/help-replace-my-2011-tablet-pc
@ShahAlam-sz3by
@ShahAlam-sz3by 4 жыл бұрын
Sir how in x component of force it came (30-20)
@focusonjeff
@focusonjeff 11 ай бұрын
Hello. Thanks for the videos. They are amazing. 2 quick question related to the Tranverse Shear Section portion to help improve my understanding. When I think of transverse shear I think similar to an I beam examples where the force is perpendicular to to the I beam and that force produces a tranverse force. I don't see that with the force direction you selected. Let me send an example video of what I'm referring too. kzbin.info/www/bejne/nGGbimZvis52Y9E (Somewhere around 7 and a half minutes). My 2nd question is that the tranverse shear stress you is at in the middle. Your patch is in the outer end right? At the edges there should be no tranverse shear stress. The youtube video I sent also mentions that.
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