Question: I want to solve this exercise by Stiffness Matrix Method, all elements are axially rigid, please do not skip any hand calculations, calculate the displacements

I want to solve this exercise by Stiffness Matrix Method, all elements are axially rigid, please do not skip any hand calculations, calculate the displacements from U=K^-1*F and each frame forces. Thank you and advance.
E= constant
local direction of frame
I want to solve this exercise by Stiffness Matrix

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