EX03: Solved Problem: Conjugate Beam Method (beam with internal hinge)
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- เผยแพร่เมื่อ 9 ก.ค. 2024
- This video shows the steps for calculating slope in a beam using the Conjugate Beam Method.
The problem and its solution were contributed by Vian Abu-Bakir. You can reach her at: www.vian.eng@gmail.com
Or at: / @engineervian3013
Numerous contributions of Galina Jorgic in designing and creating the video lectures and related content are gratefully acknowledged.
Best explanation in such a vivid way. Thanks dr.structure
Thanks so much for this... tried using moment area method to solve for deflection at B and still got the same answer 👍🏾
thank you
Great explanation. Thank you.
no word ! thank you very much
Thanks for sharing
thanks..
mark saver in the final exam
top leve leve explanation
Thanks for sharing.👏🏽👏🏽
Why there is no need to find moment at B due to whole system of reactions and loadings?
Keep in mind that when a structural system is in equilibrium, the equilibrium equations are satisfied not only for the system as a whole but also for any segment/part of it. So, if we can find what we are looking for (the unknowns) using only a part of the beam, then that is what we shall do. In this problem, there is no reason to consider the entire system when examining only a part of it produces the result we are after.
I wonder What application you used in making this Audio-visual presentation?
Camtasia Studio, Adobe Illustrator, Reallusion software apps.
Thank you , need more vedios of deflection methods
Hello ..i just wonder why you multiply 6/EI with (3/2)[(3×2)/3]. That one i dont get it.
6/EI is the height of the right load triangle; The base of the triangle is 3 m. So, (6/EI)(3/2) is the area of the triangle, which we treat as the equivalent concentrated load for the distributed load.
The location of the concentrated load (the center of the load triangle) is 1/3 of the base from point A; or 2/3 of the base from point B. Since the base is 3 m, the location of the equivalent concentrated load from B becomes: (2/3)(3).
The moment of the equivalent concentrated load about point B, then is: (The Load Magnitude) ( Moment Arm). Or,
(6/EI)(3/2) (2/3)(3).
We got By as -2kn . So when we are calculating left segment reactions, why is it Ay+2=0? Shouldn’t that be Ay-2=0?
Based on the free-body diagram we have drawn for the left segment of the beam, the equilibrium equation for AB is: Ay - By = 0. So if By = -2, then the equation becomes: Ay - (-2) = Ay + 2 = 0.
plz calculate the slope at B
64/15,however ......
Why there is no need to calculate reaction when we are calculating moment at B i.e why are we only considering one side of support B to calculate moment at B?
A similar question was asked today. The response is pasted below. Feel free to elabortate further if your question is not answered.
“Keep in mind that when a structural system is in equilibrium, the equilibrium equations are satisfied not only for the system as a whole but also for any segment/part of it. So, if we can find what we are looking for (the unknowns) using only a part of the beam, then that is what we shall do. In this problem, there is no reason to consider the entire system when examining only a part of it produces the result we are after.”
@@DrStructure thank you😎
@@DrStructure may I know your profession❓
Structural engineering educator :)
@@DrStructure Do you teach some where?
u took clockwise negative then again anticlock wise positive why?
Clockwise negative and anticlockwise positive are not contradictory, if one is negative the other has to be positive. Regardless, when writing the equilibrium equations, the positive/negative direction is quite arbitrary. We can pick either direction to be positive which make the opposite direction negative.
IS THIS WRONG???
What is wrong?
Dr structure you are WRONG on this buddy.what's your email?
Please elaborate. It would be best to have a constructive dialogue here on the comment section. Such an exchange could serve as a learning tool for students that come across it later on.
Come to think of it, you are right;
Any contact email?
Thx.
Technical questions that involve diagrams and such, which cannot be easily posted on the comment section can be emailed to Dr.Structure@EducativeTechnologies.net
Much better, thx
Feels sleepy after hearing the voice...please change it