Stiffness Matrix Method for Analysis of Beams ( With Overhanging )
ฝัง
- เผยแพร่เมื่อ 7 มี.ค. 2021
- To know how to make the matrix calculation in a single step,
• Matrix Calculation in ...
To know how to find inverse of 2x2 matrix in the calculator,
• How to make inverse of...
Same beam has been analysed by Slope Deflection Method
• Video
Same Beam has been analysed in moment distribution method
• Video
Same beam has been analysed by Kani's Method
• Video
Wonderfull explanation sir
I hope that i ll do well in exam
Stan u are a legend 100%
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.
thank you very much !
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
What about the cantaliever deflection?
nice tutotial
Same problem in slope deflection method please explain the problem
How to k inverse matrix
Please send video
Sir what is the difference between Global Stiffness matrix and Stiffness matrix?
Explain flexibility matrix method sir
th-cam.com/play/PLjJwBYxz7CylyL2IBU0nROeZM5djmJZ8S.html
Nice
Sir k11 is 0 bcauz fixed support is there
that is the concept we use in moment distribution method
How to draw bmd sir after solve moment in stiffness matrix
Please refer this playlist th-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
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