Hello!
I have calcualted the stiffness matrix for a system. The problem is that the program i use dont have the same reference system as what i used when i calcualted the matrix, thus i need to write the stiffnessmatrix in another reference system. Can anyone help?
There are no rotations only translation in x-direction.
Thanks§
I have calcualted the stiffness matrix for a system. The problem is that the program i use dont have the same reference system as what i used when i calcualted the matrix, thus i need to write the stiffnessmatrix in another reference system. Can anyone help?
There are no rotations only translation in x-direction.
Thanks§