Problem 4 Analyze Continues Beam By Force Method / Flexibility Method

Analyze Continues Beam By Force Method / Analyze Continues Beam By Flexibility Method [ HINDI ] Structural analysis - 2
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[@shubhamgahlotiya]

bhai ek no. lecture h clearly samjh aaya h. bhai esey hi particular topics ki video upload karo.

[@neelparmarstudying1509]

हमारे कोलेज में आप जैसे लोग पढ़ाने क्यों नई आते है । में पूरा आपसे सिखा हूं स्ट्रकचर अब में क्या बताऊं को सी भाषा में आपका धन्यवाद करू 🙂😊

[@himanshuthakur5376]

Thank you sir :) Because of you it's easy to understanding the SA subject God bless you...

[@mss5109]

We r blessed to have a faculty like you sir Thnq u sir thnks a lot

[@GaneshShegar]

☺️ Thank you Dear

[@rajatgupta5039]

sir ismein SFD aur BMD bhi bnege kya ?

[@aparna603]

Awesome explanation!! Thankyou so much sir 🙏🏻❤️

[@mahmoodrafi4395]

Excellent sir Love from Bangladesh 🇧🇩

[@saadhasan5831]

it helps a lot sir

[@harisanjay683]

Thank you soo much sir!!!

[@ganeshdangi3599]

Thank you so much sir.

[@68_indrajeetupadhyay70]

THANKYOU SO MUCH SIR

[@hinnadar9463]

Thank you 🙏

[@yashubc8435]

Tqsm for this video...it helped me a lott

[@RANJEETKUMAR-nd1oe]

thank you sir

[@Coloursss27]

thank you so much sir

[@pratik9794]

bhut bADIYA SIRJI

[@anilpraveenkalal759]

thanks bro

[@GautamKumar-hb4cc]

Nice..

[@asifahmad5761]

Brillant... Sir huge respect for you..

[@madhukltl4669]

Tq so much sir

[@hariprasad6802]

sir a very good explanation for my semester exam point of view but what about the last step BMD

[@mahadevaprasadm7086]

Do Consistant deformation method 🙏

[@tahirasiddiqui8642]

Bhut acha samjhaya h aapne isi ko he flexibility method bolte h kya?

[@rajanpal8511]

Axial deformation ko neglect krte he isliye yanha per 2 eqlibrium nhi hoga ....just bcz here there is no horizontal force or component of horizontal force that`s why here ,, there will be no horizontal reaction so corresponding it simultaneously one equlibrium equation will neglect or less i.e simply 4-2=2 and also at point A there will be 3 reaction developed .

[@tasabopi9725]

Sir make video on fixed beam carrying udl

[@BACVKiran]

Sir How to draw BMD And SFD Diagrams For this Problem

[@pramodkumarmalik3392]

Thank you so much sir 😊......this is the actual way of teaching. But sir I have a doubt, the value of EI is not applied in any calculation....plz explain.

[@ownpreacher]

If value of EI is not given then it 1 for ease of calculation..

[@madhukltl4669]

Tq sir

[@tara9416]

Please sir make another video and instead of unit load method use element approach to analyze this beam.

[@chikram3rs792]

Y do we neglecting axial deformation plz rply sir

[@Nomadgal3]

Sir can you please do lecture on drcc

[@rojalinmohanty8441]

👍👍👍😊

[@yuvrajsharma4709]

Sir what to do if one of the support settles by 5mm please reply 🙏🏻

[@somashiva2831]

Excellent bro...good job....👏👌👍

[@davidlukanda826]

Best

[@enanahmedenan1626]

You r boss from bd

[@AdityaSingh-cs3jh]

P1 support B ka reaction hoga aur P2 support C ka hoga na?

[@shaikyaseen2212]

who we have to claculate and then what are the changes

[@rahulburad7226]

How to solve BMD for this question?

[@narayan1687]

Please show how to solve matrix in fx 991ms calculator

[@CEBDASARIYASHWANTHI]

What is yelding sir...why have you taken ∆ as zero?

[@apilpoudel5548]

plzprpvide force method for arc

[@satyamyadav3570]

What happened to 1/EI IN delta matrix??

[@Gauravpatrevlogs]

Agr fixed support Ni hua to

[@nagendrarest9077]

Like hit

[@anmolhinduja2048]

Sir why we are taking Ds= R-2 why not R-3

[@dibakarnag6361]

After finding out the inverse we are getting 2x1 matrix and we have to multiply it with matrix 2x1,but how is it possible to matrix multiplication where first matrix column is not same as second matrix row.

[@juhisingh7662]

Obviously not

[@shaikyaseen2212]

sir if the problem is with udl

[@siddhantjadhav991]

Bro plz tell me about promblem 4 mai we have taken m1 load on C and in promblem 5 we have taken m1 load on B ....does this choosing of load on B or C can change the value of our matrix ..plz answer isme he confusion hai

[@GaneshShegar]

No no . It is just assigning The Coordinates to Redundant . Doesn't matter Whom u take 1,2 It will not effect the ans

[@siddhantjadhav991]

@@GaneshShegar thank you bhai

[@pankajbhagat8605]

Why 1/EI is not shown in the matrix? Or in Step No.8?

[@GaneshShegar]

It's Constant na 1/EI .... U can take it Till the end if u want But is considered as 1 if it is constant

[@incognito8771]

at 19:04 ...in last term 15+X you put square in calculator during integration but there is no square there and actual answer is 1212.48

[@shamandeepkaur2271]

Sir why we neglect axial deformation

[@GaneshShegar]

Because axial deformation is very small and hence can be neglected

[@shaikkhaja377]

Textbook ka author batadev sir

[@steallers8939]

Bhai last mei to moment positive aya tha to clockwise moment hona chahiye tha.

[@hridoy0006]

Here for this ans sfd can be solved but bmd cant be solved with the ans..

[@madhusmitabarik2527]

I saw different video of flexibility method, all of u r doing different way & answer also different. So much confusion.

[@anmolhinduja2048]

Even I m confused what to do

[@saikiran7824]

No comments just simply assume😃

[@moolayogireddy5087]

Thanks sir