Thank you so much bro , एक दम मजा आ गया , एक एक point को आपने explation किया। ऐसा कोई टीचर v नहीं पढ़ता भाई , I'm become great fan of ur teaching style . You've cleared each and every concept very easily.🙏🙏🙏🙏💓💓💓💓
Your explanation make this method very interesting for me 👍 ... Specially at 13:15 .. Your this explanation deserves more than one like... Good job... Keep it up...👍
At 27:04....delta ki value -ve ni hogi +ve hogi....qki left support me settle krta h to +ve hota h aur right support me sink krta h to -ve hota h...plz reply me,I m right or wrong?
Why EI value for P and EI value for slope deflection equations are diffferent so that you are not using EI=1600kN/m^2 in Final moment calculations by slope deflection equations?
sir agr 2 settlement agy ,let say support B and C have settled ,tu p1=MFba+6EID/L^2+MFbc+6EID/L^2..and p2=..?????,confused me, just only solve that step, ........
Iam condused with the -ve sign for deflection. My teacher followed different kind of sign convention and that is different. Please confirm that this is the correct one sir.
Follow any 1 method Start to end. If you are following my steps apply it completely, some teachers use different sign convention. If you are following your teacher apply there given steps completely
While he was finding P as in external loading along with FEM the value of deflection must be negative but while he used in slope delfection eqns he is wrng!!!!
no lateral load ....so it does not matter it can never be displaced horizontally without horizontal loads acting on the beam.....had there been horizontal load, then what you said stands true
@@GaneshShegar not same brother...it has different sigh but there is very small deflection so you just taken positive. If you ignore deflection term too..answer will be not affected....
@@aikeepiteasy1292 Tara yesle ta slope delection eqn ma sabai delfection ko sign negative leko xa tyo hora ani dpwnward slope +ve haina ra slope deflection eqn ma!!!
Trust me, you are 5 times better than our faculty.
Thank you so much bro , एक दम मजा आ गया , एक एक point को आपने explation किया।
ऐसा कोई टीचर v नहीं पढ़ता भाई , I'm become great fan of ur teaching style . You've cleared each and every concept very easily.🙏🙏🙏🙏💓💓💓💓
Simple and easy language..Easy to understand Thnkew sir 🙏🏼
Your explanation make this method very interesting for me 👍 ... Specially at 13:15 ..
Your this explanation deserves more than one like...
Good job...
Keep it up...👍
can u plz explain it
At 27:04....delta ki value -ve ni hogi +ve hogi....qki left support me settle krta h to +ve hota h aur right support me sink krta h to -ve hota h...plz reply me,I m right or wrong?
Yeah ,u r absolutely right bro
Super helpful video sir. thankyou so much!
While calculating M AB why didnt u considered EI value?
P2= -12.228 (when left support sink delta +ve and vice vera)
yes bro
Sir 27:50 is it +8/1000 or -8/1000. Settle in right side should be positive. CD line C pnt k right mai hai.
C ke left side consider --
C ke right side consider +
Sir .....how can i find deflection at B by using stiffness matrix method? please help me ......
Why EI value for P and EI value for slope deflection equations are diffferent so that you are not using EI=1600kN/m^2 in Final moment calculations by slope deflection equations?
sir agr 2 settlement agy ,let say support B and C have settled ,tu p1=MFba+6EID/L^2+MFbc+6EID/L^2..and p2=..?????,confused me, just only solve that step, ........
Iam condused with the -ve sign for deflection. My teacher followed different kind of sign convention and that is different. Please confirm that this is the correct one sir.
Follow any 1 method Start to end. If you are following my steps apply it completely, some teachers use different sign convention.
If you are following your teacher apply there given steps completely
While he was finding P as in external loading along with FEM the value of deflection must be negative but while he used in slope delfection eqns he is wrng!!!!
@@GaneshShegar your deflection sign in slope deflection eqns is wrng!! check once again!!!
What if b and c settles down?
Sir dk value at roller is 2 and hinge is 1 but you have taken dk value as 1 for roller
no lateral load ....so it does not matter it can never be displaced horizontally without horizontal loads acting on the beam.....had there been horizontal load, then what you said stands true
Sir beam ka last end cantilever hai & reaction hai to kasay solve karna hai p matrix
Very helpful broo❤️
38:20 where value of EI
Good job sir
Great Sir
Thank you
Bhai yadi question me sbki alag alag EI value di hogi to 6EIdelta/Lsquare me EI ki value v rakhenge ya ni?
Please share a problem relating flexibility method of analysis of continuous beam with internal hinge sir
Nice sir🙏🙏🙏👌👌
Sir if there is case of overhanging beam then what is the approach
Dear 26.35 you solve p1 in calculator can u help me in the calculation how to solve tha equation
I think P2 = -2.628 KNm. As Delta will be negative in Mfbc case but Positive in case of Mfcb and Mfcd.
what to do if rotational slip is also given at any support?!!
Sir roller me DK ki value 2 hoga na?
Thank you
Bro but answer is not matching with sppu SA2 book..... If we solve by this merhod are we going to get marks
Ans should Match with the Book ... You might doing any Calculation Mistake
@@GaneshShegar 13.55 that formula should use when unsymetrical moments for sym formula should be m/4 and -m/4
Great work
Upload more videos on applied hydraulics
can you make a video for cantilever beam?
theta ki value me divided by EI missing ha
Bhai roller support ka DK 2 ayega na tune 1 kaise likha hai
It's 2 when horizontal force is applied but since no horizontal is there it is only free to rotate so thats why 1
What if end is simply supported ??? Plz help kal mere semi exam h
Sir how to draw deflection curve
Why you have not used EI value?
Stiffness approach method plz sir
Bhai agar dk 2 h to matrix bhi 2*2ka Lena h
Haa
Aagar 2 settlement ho to kaise krege
Settle me del -ve lete h to sink me bhi del -ve leha h ky
Haa settle and Sink are same
@@GaneshShegar ty
@@GaneshShegar flexibility me udl ur point load wala mix problem dalo beam ka
@@GaneshShegar not same brother...it has different sigh but there is very small deflection so you just taken positive.
If you ignore deflection term too..answer will be not affected....
@@aikeepiteasy1292 Tara yesle ta slope delection eqn ma sabai delfection ko sign negative leko xa tyo hora ani dpwnward slope +ve haina ra slope deflection eqn ma!!!
24kN/m - uniform load
Sir is question me horizontal reaction kyu nahi nikala?
Kyun ki member inextensible hai toh hum axial forces ko neglect karte hain kyun ki horizontal direction me koi force toh lag nahi rha hai na
Where is EI value
You are taking wrong carry over factors
Abbey jaldi kar panvel jana hai😂