Statics: Lesson 61 - Shear Moment Diagram, The Equation Method
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- Опубликовано: 26 июн 2020
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I have eight hours and another exam in 5 hours which i didn't study. I already give up for one of them
I've learned more about Shear Moment Diagrams in less than an hour by this man than 2 days by my professor. I am very grateful for this, thank you Sir!
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DR. Hanson, thank for an incredible lecture on the Shear Moment Diagram using The Equation Method. These lecture makes Shear and Moments Diagrams seems very easy.
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I don't know if shear moment diagram is easy or you're just better at teaching them. Neither way, THANK YOU SO MUCH!
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Glad to hear that
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lets say there was also a point load acting on the beam, then you have to take the cut áfter the point load right?? or can it be at any point? because what if you took the cut too early on? this is where you have to use Macaulay's method right?
Thank you so much
sir what if the given triangle load is from zero
increasing up unto the center but then from center to the right end becomes decreasing to zero, how to make an equation?
Hii! I just want to ask, is the Area Method the same as the Equation method? Or the Graphic Method?
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Sir do all shear moment and shear forces questions are solved through this method? or is there different methods for different questions? I have the book; "SOLID MECHANICS", and it has complex questions solved pretty differently.
hey, from where did we actually get the 3/8x^2 ?
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i have a question. so you know how he says the graph should always go back to zero, iv come across a question where the moment bending diagram did not go to zero however it went to -25 as there was starting ACW moment on the left which was 25 and a CW moment on the right which was +25.
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What do you do when you have a distributive force on the top and bottom of the beam at the same place?
Great video as always, just to let some of you know though, it would probably be in your best interest to use calculus and integrate to get the equations instead of cutting the beam. It would save you alot more time on exams, and its not hard integration either, its just integrating a linear function. Could easily find videos on how to do it, def saves lots of time tho instead of drawing a FBD and cutting just to find the max points and what not.
Mr. Hanson can we imaging distributed load like rain and graphic like umbrella?
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How did you get 8 and 4 from the total base
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can you explain how to get the equation for any graph. I am still not understanding how to find x at a given point
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Good day sir, is this the Shear and Moment Diagrams using Shear and Moment Functions? Thank you.
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Sir, thanks for the awesome vids. How do I know that my graph will look like that at 7:49 ?
i did not get the point y equalt 3 by 4 into x ?