Slope and Deflection (Double Integration Method) - Problem 2 - Slope and Deflection of Beams

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Subject - Strength of Materials

Video Name - Slope and Deflection (Double Integration Method) - Problem 2

Chapter - Slope and Deflection of Beams

Faculty - Prof. Zafar Shaikh

Watch the video lecture on Topic Slope and Deflection (Double Integration Method) - Problem 2 of Subject Strength of Materials by Professor Zafar Shaikh. Watch the Complete lecture on Engineering Academics with Ekeeda.

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Ekeeda

there are two problems with this video, when you calculate for Y, you calculate the KNm by NM^2 so your result is off by factor 1000, also when you are adding up your deflection calculation you have to omit negative and zero values within the brackets. however this is a great video for those who can see your mistakes.

tourdaworld

Ekeeda tutors.
I wouldn't ask for any other tutor.
Ekeeda I have saved me in several occasions.

Thank you so much for this clear explanation.

I love and appreciate you greatly..

ScienceBronzewall

Thank you very much...from University of Johannesburg

tshegofatsomoloi

Sir, While finding C2 using 1st boundary conditions; why only upto C2, values are substituted??

chaitanyakumarkonda

Sir in case of a Uvl applied anywhere in beam, will we extend it too to the end of any support!?

MuhammadAbdulah-zt

After obtaining eqn @ 14:13 can we not solve the eqn a little further & simplify it? I did but the answer is different. Can someone plz xplain it?

djoshi

Thank you. very helpful :) Keep up the good work. Great videos :)

simranpaddoo

sir this was awesome lecture pls also upload problems on cantilever and uvl and on stresses and strain mohr circle...

aniljoshi

Sir
how did you convert GPA to kN/meter square

sanjaynp

I am confused in one point. Determining deflection for point C, D, E, distance is taken from left side point A.But in this video for point B, distance is taken 0.Why we don't take distance 5 m for point B by compering with point A???Sir please if you give me the answer, It will be pleasure for me.

angchingmarma

Do u have a video on how to calculate the support at reactions using Macauley’s method

kimjongun

plz put problems on moment area method also

nsrsrinivas

How solve problem uld on over hang portion only in the ss beam.

ram

Sir please uploaded double integrating method for cantilever beam

mayankameta

Sir why you are not putting the values of first boundary conditions in whole the equation 2
Will it not change the value of c2 ??
As you are putting the values of second boundary conditions in same equation for finding value of c1 !!!

kalidasburande

Sir please upload video on Structural Analysis-1 specially problem on portal frame simple as well as inclined.. please please sir..try as soon as possible.

ankitajadhav

Sir please explain how to solve the problems like all the data including max deflection is given in question and asks us to find the diameter of the beam

rajaraopanga

Macaulays method and double integration methods are different. They are not the same sir

AravindKumar-xqsj

Jab aap deflection equation me x= 1 put karenge to negative terms to consider nahi kiye jayenge na

akshaypratapmaurya

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