Mechanics of Materials: Lesson 62 - Slope and Deflection Beam Bending Introduction
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- Опубликовано: 26 авг 2024
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والله لولاك يا عمو جيف ما كنت رح انجح الله يسعدك بحياتك
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I'm pretty sure the inflection point you talked about would actually be at the same x location on the deflection graph, where as on the slope graph it would be a minimum point at that location.
Professor Hanson never fails to make me laugh.
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Wonderful solids lessons!! really taking the time to explain the problems along with a good sense of humor :))
Why do you draw bending moment diagrams in those positions? I thought bending moment diagrams are drawing in that side where is tension layers?
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Really enjoyed this lecture keep it up
In a previous video you talked about order of the lines. Does this still apply on the slope graph? If so, does that mean it's linear on the slope graph from where P is applied until the end of the beam?
Isn't the slope graph you drew actually the deflection? it wouldn't make sense for the x intercept of a function's derivative to be the inflection point of the function.
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Thank you
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This is great professor Hanson! I love your videos. I have a question: are you using any textbook for this? It would be really useful for me to know
Check out my book for this series on Amazon! Just search for my name! Hope it helps.
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why there are no x?
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why does he say the deflection is exagerated?
Cause in real life the beams will bend but not as much as he has drawn them bending
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