Stiffness Matrix Method for Analysis of Beams ( With Overhanging )

[@isaacmontford8651]

Stan u are a legend 100%

[@GoodBoy_._]

Wonderfull explanation sir I hope that i ll do well in exam

[@kgomotsosebola210]

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.

[@islamhaouas7015]

thank you very much !

[@manthatiajayvenkatesh8081]

Your`s Explanation is wonderful sir I hope that I will perform well in the exam

[@praveenvlogs8630]

Explain flexibility matrix method sir

[@Stanacademy]

kzbin.info/aero/PLjJwBYxz7CylyL2IBU0nROeZM5djmJZ8S

[@opsorryyt]

stiffness matrix could be derived by the_______. A) worb method B) potential energy method C) weighted residual method D) none

[@Stanacademy]

Potential energy method

[@opsorryyt]

@@Stanacademy Thank you

[@mgecvlog2573]

@@Stanacademy is this method acceptable for kerala technological university

[@kalaiselvan618]

@@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

[@SantoshGandham-x5s]

Same problem in slope deflection method please explain the problem

[@Aquade]

What about the cantaliever deflection?

[@SKumar-ec8to]

Sir what is the difference between Global Stiffness matrix and Stiffness matrix?

[@newdimensions8091]

How to do stiffness matrix if there is a hinge in between the span?

[@nitinkumaar]

nice tutotial

[@shrutinalande5959]

Sir k11 is 0 bcauz fixed support is there

[@Stanacademy]

that is the concept we use in moment distribution method

[@sdacademy.7529]

How to k inverse matrix Please send video

[@rakibmiah5388]

Nice

[@55tusharbhojane30]

How to draw bmd sir after solve moment in stiffness matrix

[@Stanacademy]

Please refer this playlist kzbin.info/aero/PLjJwBYxz7Cyni7z72JlMxP41ERAzKwlTw

[@srikanthyadav1055]

@@Stanacademy sir, why at point b is zero moment

[@Stanacademy]

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