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Wonderfull explanation sir I hope that i ll do well in exam
Stan u are a legend 100%
How to do stiffness matrix if there is a hinge in between the span?
What about the cantaliever deflection?
Same problem in slope deflection method please explain the problem
These videos are excellent👏👏👏👏👏👏👏👏. Is it possible to do some examples of a two hinged circular arch? That will be of great assistance. Much thanks.
Sir k11 is 0 bcauz fixed support is there
that is the concept we use in moment distribution method
Explain flexibility matrix method sir
ua-cam.com/play/PLjJwBYxz7CylyL2IBU0nROeZM5djmJZ8S.html
Sir what is the difference between Global Stiffness matrix and Stiffness matrix?
thank you very much !
stiffness matrix could be derived by the_______.A) worb methodB) potential energy methodC) weighted residual methodD) none
Potential energy method
@@Stanacademy Thank you
@@Stanacademy is this method acceptable for kerala technological university
@@mgecvlog2573 yes this method is acceptable. but also u need to study one more method that is stiffness matrix method. Check the playlist for that type
Your`s Explanation is wonderful sirI hope that I will perform well in the exam
How to k inverse matrixPlease send video
How to draw bmd sir after solve moment in stiffness matrix
Please refer this playlist ua-cam.com/play/PLjJwBYxz7Cyni7z72JlMxP41ERAzKwlTw.html
@@Stanacademy sir, why at point b is zero moment
There is no effect of overhanging in the point B. So there are no moments in the Point B. So it is taken as negative
nice tutotial
Nice
Wonderfull explanation sir
I hope that i ll do well in exam
Stan u are a legend 100%
How to do stiffness matrix if there is a hinge in between the span?
What about the cantaliever deflection?
Same problem in slope deflection method please explain the problem
These videos are excellent👏👏👏👏👏👏👏👏. Is it possible to do some examples of a two hinged circular arch? That will be of great assistance. Much thanks.
Sir k11 is 0 bcauz fixed support is there
that is the concept we use in moment distribution method
Explain flexibility matrix method sir
ua-cam.com/play/PLjJwBYxz7CylyL2IBU0nROeZM5djmJZ8S.html
Sir what is the difference between Global Stiffness matrix and Stiffness matrix?
thank you very much !
stiffness matrix could be derived by the_______.
A) worb method
B) potential energy method
C) weighted residual method
D) none
Potential energy method
@@Stanacademy Thank you
@@Stanacademy is this method acceptable for kerala technological university
@@mgecvlog2573 yes this method is acceptable. but also u need to study one more method that is stiffness matrix method. Check the playlist for that type
Your`s Explanation is wonderful sir
I hope that I will perform well in the exam
How to k inverse matrix
Please send video
How to draw bmd sir after solve moment in stiffness matrix
Please refer this playlist ua-cam.com/play/PLjJwBYxz7Cyni7z72JlMxP41ERAzKwlTw.html
@@Stanacademy sir, why at point b is zero moment
There is no effect of overhanging in the point B. So there are no moments in the Point B. So it is taken as negative
nice tutotial
Nice