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?
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
![Problem 8 Analyse Frame By Force Method / Flexibility Method [ FRAME ]](http://i.ytimg.com/vi/1WPG8veGiA0/mqdefault.jpg)
![Problem 8 Analyse Frame By Force Method / Flexibility Method [ FRAME ]](/img/tr.png)
Lot of love from university of Lahore Pakistan ❤
Just wowwww ❣️
Nice bro....👍👌👏
Bhai fixed ki jga pin support b tu le skte the
thank you!
THANK YOU SO MUCH SIR
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?
Yes divide nd then write ei as its
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.
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.
Why we are don't neglect axial deformation as per previous
That's Beams Case ... Only neglect Axial in Beams Flexibility method
@@GaneshShegar thank you
can you please provide the ild for indeterminate structure
Please make a video on flexibility and stiffness matrix for 2 and 3 story shear frame
How to determine where we have to cut section
some only assume clockwise - and anticlokwise + ve why ? i am confused on moment calculation
Strain energy method ka video banawo na plz
Kyu ki mujhe ye topic sikhna hai
Sir if both side fixed means what is ds
How to make compatibility equation if there is 2 degree of freedom ?
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
Flexibility method is same for both sway and non sway.
@@GaneshShegar sir can you make vedio series on kani's method
Bro iss bar hamne origin for fixed support ko kyu liya?? Why not at b like last problem
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
Sir make video on udl base question by flexibility
is it legal to remove roller support ?, Frame will not be stable after removal !
Yes Frame will be Stable , Watch this what is Stable and Unstable Structures:-ruclips.net/video/5nfUNkp7L9E/видео.html
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
SFD and BMD?
in collage g sir says find dk not ds
No it's wrong u have to. Find DS
Its a sway frame so why not considering sway
Flexibility method is Same for both sway and non Sway. So no need only in flexibility method
sir can you please draw bmd and sfd for this question
Origin kab kidhar ka lena hai?
Solve this by stiffness matrix method
how to draw BMD and SFD Sir
Plz analyze for ds=2
Sir ye udl mai app cb mai M kese lea nii samaj aya
Wrong hai wo
😉
-2920+101.33R1=0 this compatibility equation
pehe le hi step pe hag diya brother DSI =5-3=2 hoga
thanks ,can youy please use english
Ds= r-3 kyu nhi kiya
R-E-A is for Beams not for frame
But isse b ans arey h sir
Mistake in udl
oh my god what language is that
Hindi