Problem 6 Develop Flexibility Matrix For Frame | Force Method | Flexibility Method [ FRAME ]

Develop Flexibility Matrix By Force Method / Develop Flexibility Matrix By Flexibility Method [ HINDI ] Structural analysis - 2
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[@GaneshShegar]

8:21 There is a Mistake :- I have taken Origin as A Bcz we r skipping the Reaction Calculations so that we have to take Origin as B there Don't worry There will be no changes in ans Bcz we are Shifting all Loads to Member AB Before Calculations

[@priyadarshanipatil5301]

Origin change hua hai toh table ke values me bhi changes aayege na sir? Kyuki BA>>M1 ke liye moment toh '-1' hoga but distance 'x-3' nahi hoga na

[@yashdixit4315]

Pls ek bar btao ki 1 ko multiply kisse krege

[@yashdixit4315]

Ek bar check kro pura solution change hoga (-) sign BHi nhi aega kya kr rkha h pta nhi chlra maine kl hi apka channel subscribe kra h pls iska solution btao

[@pandurangwaghmare8423]

Really your videos are very helpful for us we need much more like this keep it up and thank you so much for your help...

[@gondilyricsvideos4557]

Ur explanation is next level sir, really very helpful thank u sir😍😍😍

[@mughalujakhalu2639]

For member CB, m1 should be 1(x+3)!!!. Why only 3???? Please explain.

[@darshanpatil1000]

Excellent sir🎉

[@68_indrajeetupadhyay70]

THANK YOU SO MUCH SIR

[@mahadevaprasadm7086]

Thank you 🔥👍

[@manjunathtaralakatti6306]

Nice explanation

[@mughalujakhalu2639]

In member dc m2, 1×0=0. Where do these 0 come from? Please explain in the text.

[@sparrowtube1262]

Thank you

[@mohammadtaqiuddin0522]

Very nice sir

[@gauravshah2776]

taking origin at A,why the rxn at fixed support is not considered?

[@moolayogireddy5087]

Thanks sir

[@vinoddubey8022]

Sir why can't we take origin as B for m1,m2 diagrams

[@DesignReady.]

Can i use stiffness method for this problem

[@engr.khalid4178]

Sir very helpful vedio ha apki Kia apke pass apke method se structure analysis rc hibler k 10th chapter k solved Han but apke method se???

[@GaneshShegar]

I Have No Idea Abt That Book

[@engr.khalid4178]

Sir agar force method ki practice krni ha is method se toh ap muje is method ki koi achi eritter ki book recommend KR sakte Han?

[@engr.khalid4178]

@@GaneshShegar sir 1 by r agar fixed beam ka Hume sirf Hume moment calculate krne ka kaha Jaye toh hum sirf 1 redundant lenghe?

[@mahmoodmaqsood8527]

Good

[@saadhasan5831]

make continous beam with udl also

[@priyanshisharma9678]

Sir DC ke liye Hum m2 nikal nahi to WO 1x4 ho sakta tha na kyoki moment force x perpendicular distance hota hai

[@GaneshShegar]

M2 Mai DC ke liye 1 Kn Axial to the member hai na to Perpendicular Distance 0 hai uska Origin D liya hai .. 1*0 = 0

[@rahulmaurya9003]

Sir agar vertical member ka length same hoga to uska problem btaona sir

[@GaneshShegar]

Haa . This is 1st problem In Frames.. Or Problems Dal ne Baki hai Wait

[@kapilbasnet7254]

why dsi not calculated at the beginning

[@vaibhavpawar9576]

Member BA ka origin A Q liya Sagar Sir Reactions to unknown hai na fir bhi liya 🤔🤔

[@GaneshShegar]

Yes That was a mistake, I have explained in pinned Comment

[@gargichitlange2008]

sir for caclulating m1 for BA how its (X-3)

[@karthikpathikonda3493]

I too have the same doubt

[@atanujana4432]

Sir apse baat karna chahata hu ph no mil sakta hai please ?

[@Dip0709]

in cb how M1 can be 3 its should be 0 i think

[@abranbsingh1024]

because perpendicular distance from member cb is 3 that's y the moment is force(1) x perpendicular distance(3) and since its making a sagging shape( or smiley u can call it..lol) its positive!

[@Dmanish54]

BA ka m1 change hona chahiye

[@amartyarandive6078]

Abe iske bhi age bhi hota hai

[@kartikkaushik3837]

Are yaar A ko origin ku lerha h..🙄🙄

[@GaneshShegar]

Bro plz read the pinned comment of that video, I have already mentioned correction there

[@nandanmadappa177]

bakwaas ,no logic at all💩

[@GaneshShegar]

If you can't find logic in that, you should leave engineering