Mechanics of Materials: Lesson 26 - Beam Bending the Flexure Formula
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- čas přidán 4. 09. 2024
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This is the first time when I actually understand how to calculate area moment of inertia. The book I have is vague as hell, like all books seem to be for some reason, and the teacher did show us how to calculate it but he was very bad at explaining it, which meant that until now, I had to copy these calculations from the notes I've taken. Now after this video it all seems so simple!
Same
Same dude
YEP
Dr. Hanson, I finished Solids without you since the videos stopped here. It just wasn't the same without you! Whenever you add more Solids videos I will still watch them! I'm starting Dynamics next week... Any chance you will be uploading any Dynamics videos soon? Thank you very much!!
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11:02
c for the the max tension is 7.1
c for the max compression is 10.5-7.1=3.4
11:26 calc I
d in the I equation is the distance from the neutral axis of the whole thing to the centroid of the part that we are finding the I for
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Literally the problem I was one for homework. Thank you so much!
it should be 3.4 for tension and 7.1 for comp since 7.1 is from buttom to NA, so is below NA
Respect for you great teacher
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Thank you for the helpful videos
Thank you for the clear lesson. I understand the lesson, but now that I have the compression stress and tension stress how do I calculate if that beam would break or bend permanently? Say the beam is made of A36 steel, ultimate tensile strength of 58 ksi, a tensile yield strength of 36 ksi, Modulus of Elasticity 29 ksi, and a compressive yield strength of 22 ksi, elongation of about 20% at breaking point. How do I calculate that?
Thank you this was helpful 🙏🏼
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The best teacher
Hocam çok güzel anlatmışsınız, Adana'ya beklerim.
Passing my exam today thanks to you
if asked to find stress at different location m would be the same, I would be the same but C would change
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this really helps thanks sir
Good review of centroid and moment of inertia. I would have made a bunch of dumb errors if I did not watch this.
thanks for the help :))
big help thanks
Thanks!
Thank you.
sir kindly solve slope and displacement by integration method..
Its all Statics
Thanks for that too.
thank you
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ABDULLAH J ALHADDAD لو اللي يدرسونا مثل ذا الرجال ما كان ضعنا !!! حظهم ي رجل
والله أنك صادق
ABDULLAH J ALHADDAD تصدق كان عندنا واحد يقول عنده اثنين دكتوراه ،،،،، وهو من الجنبة،،، يعني ما عندو سالفة نهائي .....تتتتت.....تتتتتت
awesome
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where 1/12 come from in formula? is it relevant wit kip fit.. etc. and if cm is given in question instead of fit/inches still do i have to write 1/12
inches/feet conversion
He alread explained in static refer there. Here is not any unit conversion.
thanks a lot ^_^
eline sağlık hocam
great videos, love the jokes.
Yeah....... Great
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reisssss
Did you know that kip in Dutch means chicken hahaha
b should be 0.5 instead of 5
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It's too tough to absorb
Oh come on now, just some addition and multiplication.