From 2 yrs I don't give time on this type of chapter but after watching and understanding these chapters from ur channel i realise that these are very easy.... Thank you very much for providing wonderful and excellent explanation videos lecture. Salute you sir..👍👍👌
I would love to give a suggestion which is to display all the notes that had be written at the end of this video so that students can screenshot for our review purposes. Thank you sir. NICE TEACHING EVER👍
Sir Amazing video lecture thanks 😊 and esa lag raha tha ki structure analysis 1 me fell ho jau ga lekin ap ki video attend kar ke esa lag raha hai ki haaa ab paas ho jau ga thanks again sir jii😍
sir please explain sway analysis by momemt diatribution method and also problems frames having 3 members at a joint and also how to draw SFD and AFD for frames
Sir in your last problem of non sway frame you have considered D as left and C as right. You have just rotated the frame and taken left and right. Why you have not applied same over here?
Sir in shear equilibrium equation if we asumme the moments to *anticlockwise* and keep assuming direction of forces Ha and Hb to be from left to right i. e. positive , my answer changes..why sir??
I request you to follow any 1 method .. Because Different Book's Use different method to solve.. some of them take Clockwise -ve and Anticlockwise +ve , L to R +ve and R to L -ve So follow any 1 Start to End
While calculating horizontal equilibrium .u have made a free body diagram why u have applied clock wise moment in both the end points A and B of AB span.but as u consider fixed end moment we apply anticlock at A and clock at B.what ever be the reason this the biggest confusion for me .and u have not tell us about why u have taken Ha and Hd in positive direction only.these question and its solution can be find out in many engineering books also .but do tell be why don't u take anticlock at A i,e Mab in horizonral equilibrium codition step
Sir exam hamara 3 hour hota hai.... Usme se aap expert ho ... Aapko hi 1 hour laga to hamare liye 2 ghanta lag jaye ga ... Or 1 ghante me or ek problem Kiya to 20+20 marks sirf 40 marks or o bhi sahi Raha to ? Nahi to fail
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You're Brilliant We need teachers Like you
From 2 yrs I don't give time on this type of chapter but after watching and understanding these chapters from ur channel i realise that these are very easy....
Thank you very much for providing wonderful and excellent explanation videos lecture. Salute you sir..👍👍👌
Totally understand....
You're the best teacher I've ever seen in RUclips
Thank you
Huuuuhhh so time consuming questions
I would love to give a suggestion which is to display all the notes that had be written at the end of this video so that students can screenshot for our review purposes. Thank you sir. NICE TEACHING EVER👍
Sir Amazing video lecture thanks 😊 and esa lag raha tha ki structure analysis 1 me fell ho jau ga lekin ap ki video attend kar ke esa lag raha hai ki haaa ab paas ho jau ga thanks again sir jii😍
Please sir provide your notes .. that will be more better for learners 🤟👍... GREAT JOB SIR ❤️
Very useful in IES and state aen exams
Thank you sir
you deserve more subsribers literally
Bhai kal exam hai bahut madad kia tumne. Thank youu
Make a video on kani's method .it will help alot to us. Please make it ASAP.
Thankyou Sir!! It was sooo helpful.. Your explanation is so nice next level..
Hi
Unbelievable i dont understand hindi but i was able to understand every step
Bahut achcha sar ji bahut badhiya padhaai aapane bahut jyada badiya pdhaya Apne thank you so much sir.
Bro thanks a lot. Really u deserve God blessings. Take B ed and start teaching bro. Ull have a good future. And continue good work
🙏Thankyou so much sir
last tip + - GREAT SIR , thanks 😇
You have my respects sir 🍻
1 hour main 1 problem solved pata nati 3 hours ke paper main mera kya hoga...?😀😀
Bye the way thank you, good effort...🥰 ❤️👍
hay don't compare video length, it become lengthy when I have to explain. when you solve by your own its almost 50% of the video length
Thanks a lot for creating such a helpful video. U r doing great for students, keep going.
You are an angel of civil engineering ❤❤🎉
This is fantastic, keep up the great work👍
Good teaching and best understand we are all views
Ossuum sir. This helped a lot for me thank u
Thanks , I am from NIT KURUKSHETRA 🔥
I'm also
Thank you sir it was explained very nicely 👍
Aap bahut aache trike se samjhate hai sir ji
Thanks sir ji
Thanks for your comment , plz don't forget to *SUBSCRIBE* and Share with your friends . Your appreciation always motivate us to do such kind of work
great teaching
nice explanation
i like it lage raho engineer bhai
Ur really outstanding teacher 🙏🙏
U r really an excellent MASTER 🍻
mast hai bro...recommended
Thank u v. much Sir!
Thank you so much for the very well explanation :) thank you a world :)
Thanks a lot aap ne itni complicated eq. (41:50 onwards)
Ko itne simple tarike se solve kia...
👏👏👏
Well-done
Best of luck 👍
I am new subscriber
amazing concept details
💅💅💅💅💅Very help full lecture sir.....
sir i dont have that calculator, our university aloow only 82ms calc , i solved eq by cramers method but i got different answer . please guide me
sir please explain sway analysis by momemt diatribution method and also problems frames having 3 members at a joint and also how to draw SFD and AFD for frames
Bhai tu Bhagwaan hai 😂😎
Perfect💯✨
If My semister start your playlists start hahaha
Plz make more videos on sway frame
Sir ek doubt Hein.
Jab horizontal equilibrium Nikal na Hein toh..dono end moment clockwise kiu lete hein?
Sway analysis by moment distribution par bhi video banaye sir
Tq so much sir tqs
Thank you 🙏
Sir supeb explanation
Thank you bro
Thank u so much sir 👍👍
Good video luv u very much
Mind blowing 👍👍👍👍
Sir aap Kani's method pr bhi bana dijiye
Sir in your last problem of non sway frame you have considered D as left and C as right. You have just rotated the frame and taken left and right. Why you have not applied same over here?
I m also confused in that
Hello sir
Why we are considering deflection at fixed support. At A.
If we considering deflection at A
Why we not use sign conversation
i.e deflection at A w.r.t B
And definition at B w.r.t A
Both are same ?
Sir please also give analysis of sway frame my Moment distribution method
Where u r notes availability
Bcz u r website is not opening
Nice teaching hatsup❤
Sir please E,I aur Defection ka values lekar ek problem solve karwaye
In both the methods ..SDM and MDM
Gajab
Spr teaching sir
Awesome 🔥
Sir in shear equilibrium equation if we asumme the moments to *anticlockwise* and keep assuming direction of forces Ha and Hb to be from left to right i. e. positive , my answer changes..why sir??
You r rockstar
Bro agar ak support fixed or dusra pinned ya roller ho to kese karenge ?
Amazing❤
Nice Sir Ji
Sir Deflected shape ka diagram apne kis basis pe banaya ???
Thanks 🙏👍
Thank You Sir
Perfect 💯%
superbb
Sir , please make video on IMPORTANT QUESTIONS ✴️
Watch This:- ruclips.net/video/YLdGUw2dT-0/видео.html
Sir plz add sinking problem on slop deflection method i hv exams from Monday
MCB =Equation sahi karo
sir agar step wise solve kare pr answers shi nhi aaye th bhi marks milege ky steps k ??
Sir aap kidhar se ho
Sir ek doubt tha..
Mf ab ko hum positive kab uske karte hai kyuki kuch books mai positive lete hai left se apne negative liya hai sab videos mai
I request you to follow any 1 method .. Because Different Book's Use different method to solve.. some of them take Clockwise -ve and Anticlockwise +ve , L to R +ve and R to L -ve
So follow any 1 Start to End
In my method Mf BA is + while going from R to L .. and Mf AB .L to R is -ve
For Couple load Both Mf AB & Mf BA is + if load is Clockwise
Bhai agar suppport A and D hinge ho tho phir kaise solve karne ka
Sir net BMD me 16.94 neeche h or 15 uper h blki 15 ko neeche hona tha or 16.94 ko uper to 16.94 ,15 wale ko katte hue nhi jata
While calculating horizontal equilibrium .u have made a free body diagram why u have applied clock wise moment in both the end points A and B of AB span.but as u consider fixed end moment we apply anticlock at A and clock at B.what ever be the reason this the biggest confusion for me .and u have not tell us about why u have taken Ha and Hd in positive direction only.these question and its solution can be find out in many engineering books also .but do tell be why don't u take anticlock at A i,e Mab in horizonral equilibrium codition step
Isko solve karne ko hi exam ha aada samay lag jaega....!😁
Maximum isko 15 marks ko poochta hein hamare university mein🤐
i salute sir
Sir book konsi l er ni h
Sir can u please make a video on IMP questions to do before exam For SA 2 as the exam is in 4 days i hope u help us out thankyou
Yes will be uploaded in 3-4 hours
Yes sir
What if x1 is taken as translational and x2,x3 are rotational?
Ye calculator kaun sa hai ??
Where can I get ur notes..sir
No SFD is required?
tq sir
Sir plz teach us (DDSS)sem 6 subject....
how to draw sfd for thiis
What you are explaining sir,
*"Nothing concept clarification"*
Only just showing steps how to do solution .
Please explain concept wise each step
Iska sfd kya hoga?
Sir exam hamara 3 hour hota hai.... Usme se aap expert ho ... Aapko hi 1 hour laga to hamare liye 2 ghanta lag jaye ga ... Or 1 ghante me or ek problem Kiya to 20+20 marks sirf 40 marks or o bhi sahi Raha to ? Nahi to fail
make some More videos bro
In previous videos u have written EI as EI bt here you are putting the value of EI as 1....what is the reason??
thats what I was wondering too :)
🙌
Bhai positive hi kyo lagana hai ?
Good afternoon sir
I need SA your notes sir