Problem 7 Analyse Frame By Force Method / Flexibility Method [ FRAME ]

Analyze Frame By Force Method / Analyze Frame By Flexibility Method [ HINDI ] Structural analysis - 2
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[@nehakarna5365]

Just wowwww ❣️

[@somashiva2831]

Nice bro....👍👌👏

[@68_indrajeetupadhyay70]

THANK YOU SO MUCH SIR

[@Godsent412]

thank you!

[@niroopbs713]

Please make a video on flexibility and stiffness matrix for 2 and 3 story shear frame

[@waheedmayo2634]

Bhai fixed ki jga pin support b tu le skte the

[@notachannel3104]

hi, this was very helpful. Can you tell me where method is found? in which book? Because force method we did was different and more lengthy.

[@GaneshShegar]

There are more than 1 method to solve this question, different books will show you different method. You have to choose which method is easy for you.

[@guast6573]

some only assume clockwise - and anticlokwise + ve why ? i am confused on moment calculation

[@kedarnathrauniyar6593]

Strain energy method ka video banawo na plz Kyu ki mujhe ye topic sikhna hai

[@user-pj7lb3el3f]

Sir, are we ignoring value of EI while calculating P1 value in matrix? and if it's value is given in question should we divide P1 value by it to get final answer?

[@priyanshsable9869]

Yes divide nd then write ei as its

[@atiamatloob8953]

How to determine where we have to cut section

[@tasabopi9725]

Sir make video on udl base question by flexibility

[@sahilvishwakarma9346]

can you please provide the ild for indeterminate structure

[@pandurangwaghmare8423]

Why we are don't neglect axial deformation as per previous

[@GaneshShegar]

That's Beams Case ... Only neglect Axial in Beams Flexibility method

[@pandurangwaghmare8423]

@@GaneshShegar thank you

[@guyunknown226]

Bro iss bar hamne origin for fixed support ko kyu liya?? Why not at b like last problem

[@AdityaSingh-cs3jh]

Origin kab kidhar ka lena hai?

[@ashishdogra4179]

How to make compatibility equation if there is 2 degree of freedom ?

[@siddharthpandey7931]

Solve this by stiffness matrix method

[@mohammedfaisal4888]

I have seen this video for knowing BMD and SFD but it is not explained in the video . Can u add this in tge video

[@sohilkesharwani7907]

sir can you please draw bmd and sfd for this question

[@DesignReady.]

is it legal to remove roller support ?, Frame will not be stable after removal !

[@GaneshShegar]

Yes Frame will be Stable , Watch this what is Stable and Unstable Structures:-kzbin.info/www/bejne/a5_JhoGhpZx_b6c

[@balusupatiravindra9328]

Sir if both side fixed means what is ds

[@CardiackidsNep]

pehe le hi step pe hag diya brother DSI =5-3=2 hoga

[@er.pawankumhar4951]

I have doubt in one problem related to values of reaction and horizontal force by solving by your method.problem is may2018 q5(b).can u send me tha solution for this

[@AmanKumar-me6xd]

sir i have a question , sir this is a sway frame then due to this will we use the same apporoach to solve sway frame

[@GaneshShegar]

Flexibility method is same for both sway and non sway.

[@AmanKumar-me6xd]

@@GaneshShegar sir can you make vedio series on kani's method

[@prathameshsolutions1099]

in collage g sir says find dk not ds

[@GaneshShegar]

No it's wrong u have to. Find DS

[@yashsahu1]

Its a sway frame so why not considering sway

[@GaneshShegar]

Flexibility method is Same for both sway and non Sway. So no need only in flexibility method

[@shankardiyali1857]

Plz analyze for ds=2

[@rabindraanand2152]

how to draw BMD and SFD Sir

[@DesignReady.]

-2920+101.33R1=0 this compatibility equation

[@mujeebahmed2478]

😉

[@AvinashPrasad-pc5qv]

Sir ye udl mai app cb mai M kese lea nii samaj aya

[@user-lg6by2em9s]

Wrong hai wo

[@Munyatin]

thanks ,can youy please use english

[@user-lg6by2em9s]

Mistake in udl

[@tanyapunyo2074]

Ds= r-3 kyu nhi kiya

[@GaneshShegar]

R-E-A is for Beams not for frame

[@tanyapunyo2074]

But isse b ans arey h sir

[@johnsmith-kr1ph]

oh my god what language is that

[@MaddyExex]

Hindi