Dude, now that I watched all of the videos in this series on ILs, I GET IT!!!! you have no idea how much of a help this is. I took Structural Analysis 13 years ago and somehow just barely understood it then. I've now been working for over 10 years and have never used it professionally (I do vertical structures, not horizontal). However, there's always one question on the PE exam about it. Thank you for your great explanations!
This is my first youtube comment, ever, and you deserve it good sir. This will be much help for my examinations tomorrow. You have my gratitude! :) Chika Chika!
Thank you for the videos. It seems to me that, the max moment would occur when the resultant force is at the middle of the beam. Why didn't we take that in to account? It is a bit obvious :s
Not really. Since the larger loads are almost evenly near to A and B, it could be understandable for Ay to have a force almost half of the total force. Its 11.16 btw. How'd you get 5.54 though?
answering this is probably 4yrs late but if anyone here's still wondering, you simply move the Heaviest Load directly above a support in which the Load won't fall, in this case you put it at Support A. Then get the Moment at B, the new Ay you will get will be the max Shear.
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Dude, now that I watched all of the videos in this series on ILs, I GET IT!!!! you have no idea how much of a help this is. I took Structural Analysis 13 years ago and somehow just barely understood it then. I've now been working for over 10 years and have never used it professionally (I do vertical structures, not horizontal). However, there's always one question on the PE exam about it. Thank you for your great explanations!
hands down one of the best channels on youtube! you are a life saver
I love your channel and your enthusiasm in explaining the topics. I wish for you all the best.
you are simply amazing; your explaining, attitude, and personality are all amazing. thank you man really love you.
you saved my semester exams..thank you so much ...it was fun learning with you
I wish you were my professor in the university, thank you so much
Hey dude your explanation is fantastic...keep it up dude and guide aspiring students....superb👍👍
Akshay Shetti thank you for the kind words and the encouragement!
This is my first youtube comment, ever, and you deserve it good sir. This will be much help for my examinations tomorrow. You have my gratitude! :) Chika Chika!
HI ..U EXPLAIN AMAZING...VERY SIMPLE WAY...U R SUPERB..CHIKA CHIKA
Thank you!
I wish that my prof is as lively as you .
you are of great help and you always make mechanics easy! thanks!
you explain better than my profesor........
amazing this lecture really helped me lot
thank you for your Great explanation
Literally needed this today. Thank you!
Thank you for this video, is it possible to take another example for both shear and moment for concentrated moving loads
Hi!! Can you do Maximum moment for floor girders? Thank you!
Thank you for the videos. It seems to me that, the max moment would occur when the resultant force is at the middle of the beam. Why didn't we take that in to account? It is a bit obvious :s
what if one of the loads fall outside the beam?
thank you for this. you did a better job than my teacher lol
what if the vehicle is longer than the beam , one force will be outside of the beam , how we will calculate the resultant ?
thank you for your explaination...super
I have a question sir. Why is it cut in the wheel's location? Isnt maximum moment located at middle in simply supported?
thank you, it really did answer my questions😂
thanks mate u really help me.
Thank you so much
Goat Talk!
Baaaa
I am from Iraq and very difficult to understand English language 😢😢😢
Think you can you translated into Arabic
what method is this?
why u r selecting it in the center of the line???
Good Job Man!
U solved every kinda question but did not solve influence line question for frames cant believe it still sir.
Not really. Since the larger loads are almost evenly near to A and B, it could be understandable for Ay to have a force almost half of the total force. Its 11.16 btw. How'd you get 5.54 though?
hope you make one for an indeterminate compound truss bridge!!!!!
Why did he move Fr to the left of the center line at 17:00?
Fuckin' structure free! In the house!
It is really helpful :) thank you :)
very helpful
hey wait...what about max shear...????
Instead of calculating all of the distances why nut use the resultant to determine the reactions? It would be easier.
what about the shear ?
god job man, chika chika
did you take the exam?
The FE exam (EIT)
shouldn't the reaction Ay= 5.54 not 11.16 ??
2:05 :D i like hibler too :D
Wat abt absolute maximum shear?
answering this is probably 4yrs late but if anyone here's still wondering, you simply move the Heaviest Load directly above a support in which the Load won't fall, in this case you put it at Support A.
Then get the Moment at B, the new Ay you will get will be the max Shear.
thank you so muchh
freaking structurefree!! GRRRR!!!
thank you!
why did he take moment on B on 11:43 ??
thanks
its when the 10k loads pass point A. 0+
I'll take your word for it ...
👍👍👍👌
the loads are moving across to the left
Please I need subject moving load
Beacuse I need that so so so so much
Who wants to be ghetto right!? lmao u the best my man
good enough.........
thnkz to your vid.:)
Thank you .. (y)
hey, pls check ur inbox
annoying
thank you!
You are welcome!