Beam Analysis using Stiffness Method- ( The simplest explanation)

[@nhantran6992]

thanks a lot, this is the best online explanation ive been looking for

[@dailymahbub]

Happy to hear you😍.

[@amrounesalah8706]

Good video. thanks from Algeria.

[@dailymahbub]

Take love❤️. Thank you.

[@asmawiyati2442]

Thank for this information,

[@dailymahbub]

You are welcome.

[@hala8663]

sir the way you just input everything i the equation of Qk and Qu is probably wrong, for the 72 u use should u use Qk instead of Qu

[@clintcallender9502]

Does it matter how you label the local coordinates? As in not putting the lowest numbers for the supports with modt DOF?

[@dailymahbub]

It's matter on Local Coordinates.

[@clintcallender9502]

@@dailymahbub with regards to putting the lowest degree of freedom for the smaller numbers?

[@hizjhn8911]

5:06 Is there a mistake? Why it is WL^2/12 but not WL^2/2

[@ShahidJoeya]

👍

[@clintcallender9502]

Why consider 5 a displacement ?

[@clintcallender9502]

And stupid question but how is q5 not equal to 0?