Lecture 16 | Module 2 | Three Moment Theorem (Part - 1) | Structural Analysis

[@tabreztabrez7709]

God bless you sir for excellent teaching ❤️

[@surykantchaudhary5778]

all term should be left hand side ie. both term 6a1x1/L1 and 6a2x2/L2 should be left side in the equation .
so the obtain fixed moment Mb will be -ve thats why fixed moment will be -ve and free moment +ve after superimposing

[@beacivilengineerasap8423]

Right bro

[@alkakumari8227]

yeah I was thinking so ,

[@AabeesKaar-p8m]

yes bro

[@SaurabhKumar-km9yg]

Correct

[@vishwambar-jadhav]

Hello sir , apke yaha tak ke sare lec dekhe he .. Bahut badhiya padhate ho aap .. 😍 lv u sir 😍

[@gauravchoudhrey]

You are the god 🙏 for young engineers

[@aadarshvani9969]

Little correction sir value will be 96 rather than 192

[@gopikumbha8798]

Yes it is 96.5

[@laganmahto1484]

Sahi bola bhai

[@shivanshirawat672]

True 46.5 ara hn answer

[@sanatangyan2369]

Yes

[@himanshukumar-id9ow]

46.5

[@omarbilla]

Behtareen sirji ❤️

[@soaid]

Sir apne Dil jeet liya ❤

[@ms.prabhujitcreation1625]

Great sir. Perfect teaching ❤️❤️💯💯👍🏻👍🏻🙏🏻

[@ashishkumarbind4458]

waawo mind blowing sir.. all concept are clear sir 🙏🙏

[@Bhaskarrobin]

Amazing lecture sir 🙏🙏

[@mandeepchouhan2483]

I am watching your 16 th video ❤️💯... Your explanation 👌🏻👌🏻

[@nabadeephazarika1977]

Thank you Sir. It's useful.

[@cpwdje8597]

Thank you so much sir aapke padhaane ka direction sahi

[@qambarali4669]

Simple and easy way to understand ❤️ love from Pakistan🔥🔥❤️

[@amitkatre4206]

Must mahul jitna bolu kab hi h k smzate h sir ❤❤❤

[@24apekshadewhari52]

Your teaching is very properly thank u so much sir

[@khushaljadhao9283]

Very good explanation Sir❤❤

[@abhishekjaitwarinform777]

Khush kr diye sir , you are my god sir very very thanks sir

[@rajkumarsah3117]

Is this a clapeyeron theorem???

[@shrutirohankar5192]

Way of your teaching is too good it's easy to understand

[@zafarabbas3406]

Thanks alot Rehan sir love u❤️

[@mirzaazadbeg8383]

sir pls review 27:10 i think there is some calculation mistake .....
correct me if i am wrong ...

[@arhamislam]

46.5 aaega

[@ujwalkachade3459]

@@arhamislam ha 46.5 sir ne (2I) ka 2 chhod diya

[@swapnasarkar7376]

Yaa.. it's 46.5

[@souvik.fingtore]

love from jadavpur civil 🤩🤩😇😇 thank u sir

[@a3w380]

Tokei dite jachhilam... Ar tar agei tor pora hoye gelo 😶 tommper vai

[@souvik.fingtore]

@@a3w380 topper tui vai

[@dearzindagi9368]

Superb lecture sir 👌👏

[@sunilkumarparikh4425]

Very Good Presentation sir
Humble suggestion:In
Resultant Bending Moment Diagram

[@sunilkumarparikh4425]

Please mention about Hogging Moments at Conntinuous support which is negative.
Deflected Shape of the beam +Shear force Diagram will be an added value to students community.
Over all very nice and Lucid presentation.
Thank You.

[@harshadpawar2072]

Thankyou so much sir♥️♥️

[@b66pragatitirkey13]

Thank u so much sir for ur effort

[@bharatsharma3306]

Awsm way of teaching...sir.... thnquee .....

[@honeysaran291]

Sir at 22:30 you take centroid directly half of its width ,but there is some formulas for finding centroid ,like triangle = b/3 . Plz solve my query👍

[@vigneshweryuvaraja2094]

thats for centroid along y axis... but we have taking only x axis centroid...

[@shehbazali8995]

love from Pakistan nice teaching way
important thing is that you initially gave us encourage

[@arindammondal3131]

thank u sir for excellent teaching ❤️

[@kiransubudhi234]

U r legend for us

[@vishusankhyan7987]

Sir equal to ke baad -6 hota h ki 6??

[@themagicgaming6639]

Thank you sir bohot sahi samjhaya🙏👍👍

[@huzaifafaiq112]

Kindly find the deflection and rotation by double integration method

[@rehanahmed1964]

Hello, that is a part of strength of material.

[@huzaifafaiq112]

rehan ahmed Sir i m a student of Civil Engineering At COMSATS University Islamabad,Pakistan i m studying Basic Structure Analysis in my fourth Semester they are teaching us different methods to find deflection and rotation by the following methods:moment area method ,unit load metho,conjugate beam method strain energy method ,double integration method in my third semester of Subject Mechanics of solids 1 they didn’t taught us these methods and Sir you are saying these are the topics from SOM ? What should i do? My paper is on Monday !

[@studywithrizwanali3096]

Good lecture❤👍🏼

[@shankardhanush5752]

Sir why should we take triangle for point load

[@dhruvraikwar8227]

Three moment equation me right hand side ki value negative nhi aayegi ek baar cross check karne ki jarurat hai

[@Jk_construction_0707]

Sir pahele MB ka value 52.5aaya fir bad me 46.5 ye kaise 🙄

[@kirankamate9719]

744/16 = 46.5
Calculation error.

[@technicalzone66]

46.5 is correct

[@rakeshroushan9183]

Calculation error bhai

[@24apekshadewhari52]

keep making videos like this sir

[@se2-21karmorerutwiktukaram2]

At 27.00 sir ek doubt tha aapne 2 mb vale term me /2 use kiya but jo last tha 198 aaya usme 4x2 use nahi Kiya explain any one if you know ?

[@ankitpuran655]

Thank u v. much Sir!

[@mahebbobbashacivil]

Sir 3 moment eq... Rhs me - ve sign hona tha na sir....or + ve will be crct..... Give me a bit clarification sir plz

[@surykantchaudhary5778]

u r right bro -ve hota hai

[@sevenheaven901]

helped alot

[@kshitijverma25]

Nice lecture

[@abinashkarmakar360]

Sir if fixed end moment comes negative then sir

[@rehanahmed1964]

Wait for some more lectures. You will understand. 😊

[@abinashkarmakar360]

Sir thoda typical type of problem karwa na sir... Please

[@priyanka8197]

Thanks alot sir🙏🙏🙏

[@saidurga9767]

If EI was given IN question where should we apply

[@sagarroy3386]

awesome sir

[@vijayparmar62]

Koi telegram channel ka link hai jaha GATE CIVIL ENGINEERING k lecture waise notes ho ??

[@Kajalpariha]

Thank you sir

[@gauravjoshi7245]

book mai 6a1x1 par minus sign hota hai par aapne dono mai hi plus sign Kiya hai aisa kyu. RHS mai ??

[@surykantchaudhary5778]

yes u r right , sir ne mistake kiye hai

[@akashtiwari3447]

Sir isme Mb ki value 46.5 ayegi

[@sanjayalawa6679]

Thank you sir ☺☺

[@shankardhanush5752]

Sir in place of rollers we have simple support then how will we calculate sir

[@prakashkhan2032]

Free Bending moment Means????

[@Rajjo2771]

Nice lecture sir

[@kondansaikumar8126]

Good explanation, thankyou!

[@shahwazalam3080]

Sir agar both end par fixed hoga to kaise krenge

[@priyankatantway7148]

Sir isme jo formula use hua he bo sahi he ki ni kyoki ye formula sayad or bada he

[@ajinkyathombare2807]

your teaching is best but i have a doughs ,three moment equation is wrong.

[@shivangitripathi9698]

Castiglianos theorem ko three moment bhi bolte h kya???

[@Humhaeekhiladi]

no

[@vaibhavsutar7435]

What if fixed support on left or right 😬

[@neerajbhandari3219]

09:56 rectangle traingle😁😁

[@AkashRanjan-le9kk]

Happy teachers day

[@im_pramod]

RHS of 3 moment equation should be negative, isn't it sir??

[@manishverma3790]

yes bro

[@SARVAMSUPREMEFLOW]

Wow thnx sir

[@funzone8850]

Column analogy method is same

[@Shivanikumari-dv7cw]

MB = 46.5 ✅

[@mayank2715]

Sir ak jagah dout hai Mb Jo nikala wha pe

[@pujan1825]

9:55 bhai rectangle nahi , triangle bolo !!

[@ashvinigiri1643]

thanks sir...

[@rebelliongamer5008]

Why you're calculating Mb two times

[@vedanshgarg7938]

19:32

[@maniaanayak8919]

Sir Formula Apne proof nehi Kiya kisliye

[@dippu.ff.28]

46.5 correct answer

[@bipinsingh438]

Theorem Ka proof bata do master ji

[@Nabam_Punna]

Mistake at 27:14 it should be 96 not 192.

[@SumitkrVerma-id9xf]

96 is correct

[@Old.title_1]

192 uske bad 96 ...????

[@ashutoshdas6554]

a2=96

[@priyankatantway7148]

Or - me bi hota he

[@sougatabhowmik8715]

Formula pe to - 6 he plus to nahi he toh apne to plus ye mujhe samajh me nahi ayi

[@bhupendrakuradiya77]

👍👍😍

[@vanshrana3557]

Sir aap hamare college me padha do

[@sourabhdewal5978]

Hello engineers or btao kesa experience hua studying one night before exam ka 😢😅

[@AKT_Learning]

❤❤🎉🎉😂

[@bipinsingh438]

Part 1 me proof bata dete ... 1dislike ..

[@Vishal_Sharma754]

sir padhane se pehle khaya mat karo

[@NainaKumariNainaKumari-y7v]

Ap padhne se pehle mat khaya karo

[@MonuSingh-ni2sp]

Thank u sir 😀