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Stan u are a legend 100%
Wonderfull explanation sir I hope that i ll do well in exam
What about the cantaliever deflection?
How to do stiffness matrix if there is a hinge in between the span?
Your`s Explanation is wonderful sirI hope that I will perform well in the exam
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.
Same problem in slope deflection method please explain the problem
Sir what is the difference between Global Stiffness matrix and Stiffness matrix?
Sir k11 is 0 bcauz fixed support is there
that is the concept we use in moment distribution method
thank you very much !
Explain flexibility matrix method sir
ruclips.net/p/PLjJwBYxz7CylyL2IBU0nROeZM5djmJZ8S
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
How to k inverse matrixPlease send video
nice tutotial
How to draw bmd sir after solve moment in stiffness matrix
Please refer this playlist ruclips.net/p/PLjJwBYxz7Cyni7z72JlMxP41ERAzKwlTw
@@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
Stan u are a legend 100%
Wonderfull explanation sir
I hope that i ll do well in exam
What about the cantaliever deflection?
How to do stiffness matrix if there is a hinge in between the span?
Your`s Explanation is wonderful sir
I hope that I will perform well in the exam
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.
Same problem in slope deflection method please explain the problem
Sir what is the difference between Global Stiffness matrix and Stiffness matrix?
Sir k11 is 0 bcauz fixed support is there
that is the concept we use in moment distribution method
thank you very much !
Explain flexibility matrix method sir
ruclips.net/p/PLjJwBYxz7CylyL2IBU0nROeZM5djmJZ8S
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
How to k inverse matrix
Please send video
nice tutotial
How to draw bmd sir after solve moment in stiffness matrix
Please refer this playlist ruclips.net/p/PLjJwBYxz7Cyni7z72JlMxP41ERAzKwlTw
@@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