Macaulay's Method - Slope and Deflection of Beams - Strength of Materials
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- čas přidán 29. 08. 2024
- Subject - Strength of Materials
Video Name - Macaulay's Method
Chapter - Slope and Deflection of Beams
Faculty - Prof. Zafar Shaikh
Watch the video lecture on Topic Macaulay's Method of Subject Strength of Materials by Professor Zafar Shaikh. Watch the Complete lecture on Engineering Academics with Ekeeda.
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Sir video pura huaa kaha hai eq nikale nahi
Sir 😵
Sir kabhi comments padte ka nahi , agar nahi padte to hum dought kaise clear karenge
My left ear really enjoyed this
haha thanks for the heads up. I had only my right headphone in and couldn't figure out what was going on.
Bhai 😂😂😂
Here right buddy
😂😂😂😂
me 2 bro🤣🤣
Sir u the best 🙏🙏🙏
Before watching your video I don't understand the whole process about that.....
I had watched your video previous day of my exam.......
Then I have done hard all problems regarding to this one and also the shear force -bending moment problems after watching your video.......
Your videos helps me a lot to capture the main basic knowledge.....
Thanks sir for support us.😁😁
Best explanation on CZcams, Thank you Sir!
Ghnta ka best explain
YOU are the BEST !!!!
You are most welcome.
absoultely u r best nice comment
u r teaching is best .. my college sir is their but they didnt know concept how to teach a student really i said true that why i fail in this subject mechanic of solid thanks sir a lot
Awesome learning video.
Thank you sir.
My problem is solved after saw your video.
Good CZcams channel
🙏🙏🙏🙏
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Thank you so much I passed my diploma som because of your cls and now I'm preparing the same topic for btech
Sir no one can teach better than you for us thanks is not enough for you sir
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ol videos of urs r fully conceptual and descriptive one.....!! excellent tutorial video I hv ever seen!!! thanku sir
You are most welcome.
Your videos are very helpful to gate preparation. Thanks. I want problems on magnitude of slope in cantilever beam
words will be very less for thanking you, i'm thanking with you all of my heart thank you very much sir , you re awesome
I would like you give a label.... "An anti discombobulation Lecturer" Hats off
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dear there is difference between double integration method and macaulays method
You right
Exactly you're right they are different
your videos are very useful to understand the subject. THANK YOU sir
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thanks............
it is helpfull for me
Aapke saare lecturer kaafi acche hai so plz uploaded video for engineering drawing topic residential building( planning , elevation , longitudinal section
Perfectionist at work 👊✌️🙏
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Happy Learning 😇😇
thanks fr uploading these videos I learnt all chapters of som from ur lectures..... keep it up
Sir, can u explain about what is the difference between Double integration method, Moment area method and Macaulay's method....today
Thank You Sir,very nice explaination. Just had one doubt, when You were taking the moments, why didn't You take the moment due to the reaction from the right support?
I agree bro 👍👍
I had one question: When integrating (x-a1), why do we consider that as a single term? If we integrate them individually [(x^2/2)-(a1*x)], this will change the value of C1 later on giving us different answers.
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The only problem with this channel is that they don’t reply directly bcz of which the confusion still remains unclarified
I too had the same doubt
sir i m eklavya & u r my dronacharya.. following u very seriously for my b.tech study... i request u to upload structure analysis tutorial
LOLZ BRO
What is the difference between double integration and macaulay's method?
they are the same
@@professorlee8414 Noo, may be the method is same but double integration is used for single point load and macaulays is for more than one single load
Thanks so much sir❤️❤️
So this works for multiple point loads on a beam but how would you adapt the same method to work for a spread load across a beam?
Plz also slove next steps i.e finding a constant
Sir, you explain the method very well, but if you solve one or two examples, it's will be very helpful for us, ......thanks
double integration method is not equal to macaulay method
They are quite same, take a look at the video we integrate two times the obtained bending moment, thus we get a final answer for slope and deflection for different beams,thus double integration method could also be considered as the end result of macaulay's method, in order to avoid such a tedious derivation we remember formulas and directly substitute it in case of double integration method.
Good job
Thanks
sir when we take integration of eqn 1 then constant also come from w2 and w3 where are these constant please replay me quick
Your channel is to much helpfull for me
Some one tell him the difference between macaulis method and dobule integration method:(don't teach if you don't know. By your knowledge I messed up my paper
True...double integration method is not the other name of macaulay's method...
Tqq sir this is very useful video for every engineer student
Very thankful to you for providing this
sir your explanation is very good it is easily understandable
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Sir plz upload more videos on sfd and BMD
explanation is very fantastic
The video is very helpful sir....May god bless u
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Thanks a lot. I've subscribed.
Thank you sir, you are #AWESOME!😘🤩😍
Sir, agar hum moment nikalte he kisi bhi point pe to force into its perpendicular distance lete he . To phir yaha pe perpendicular distance kyu nahi liya he
Sir Please 9 may se exam hai so aap moment area method and conjugate beam method aur daldo please humble request hai
#best_teacher
9:14 : how can integral (x-a) dx = (x-a)^2/2 ? shouldn't it be x^2/2 - ax ?
Take (x-a)=y
d(x-a)=dy
Integral ydx=y^2/2
Substitute y=x-a
You will get the ans
keep going don't stop very good job
I played an another video just after starting this video to check wheather my earphone is working properly or not
thanks sir ! but i am confused about boundary condition
sir please upload moment area method
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Great explanation
Hats off 2 u sir ...u make it 2 easy 🙌
rahul Khandelwal Thank You. Stay tuned with ekeeda channel for more videos.
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sir u teach very well👌👌👌
my left ear enjoyed this video
Thank you, sir❤
ur teaching is great
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U r awesome sir...
Please always keep it well sir...
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Apne to meri ATKT solve krdi....thnx a lot
You are most welcome.
Thanks for watching, stay tuned.
Sir , B.C. Punmiya given clock wise positive and anticlock wise Negative Bending moment. This is doubt sir..
Thanks for the lecture ~Very useful video sir!
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I like the way to teach 👍🏻
Superb sir 👌👏👍
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Ok I have a small confusion 1st integral for slope and 2nd integral for deflection right
sir apke som videpo lecture me moment area method ka question nhi mil rha h..sir please upload this lecture fastly sir apka..video lecture achha hota..jo study ke liye useful sabit ho rha h..
I am your fan sir
Very useful video sir thanking you sir
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THANK YOU VERY MUCH
9:20 In the second term, why don't we add constant (c) after doing the Integration ?
When you introduce the limits, the c's will subtract out.
excelent video
You are most welcome.
Thanks for watching, stay tuned for more videos.
sir please solve a question on area moment methods
Great teacher
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Thank you sir
Super
Nice so good
M = EL(d^2y/dx^2)
EL(dy/dx) = Slope/Gradient of the beam
ELy = Deflection of the beam
It helped me a lot thank you for such a valuable lecture👌
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Is there any video about moment area method and conjugate method on this channel?
Thank you very helpfull🙏🙏🙏
please make some videos on dams and retaining walls and statically indeterminate beams
Thanks alot
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The best
awesome sir love you
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nice very helpful sir
My g! very helpful video!
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Happy Learning 😇😇
Sir I want to deflection calculated by using moment area method .what should i do for it
Nice video it is very helpful
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helpful for me
sir, i don't know why and where we use this method can't we solve this example by simple method? and is there some cases where Macaulay's method fail and we can't use it?
Thanks sir ....and plz upload moment area method ...
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Sir plz apload the moment area method
sir plz uploaded lecturer for engineering drawing
does the procedure remain the same in case of udl?
nice video, but would be better if you write down the notes before hand, and not during the video itself~ keep up the good work
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Supb teaching sir g
Nice sir ❤️👍
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great
Conjugate beems media vedios explain cheyandhi sir.please..
Can we find support reaction by taking different signs conventions than the ones which we use for actual macualays method??
videos are really very useful..tysm..
have u done video on moment area method also? plz snd d link
You are most welcome.
We recorded your response. We will get back to you shortly.
the slope at point a and point b should be same ,, how they are different????
Nice
Thanks 😊
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