Stiffnes Matrix of an inclined element
Stiffnes Matrix of an inclined element
(OP)
How do we evaluate the stifness matrix of an inclined cantilever beam element. Does the inclination of the beam affect the performance of the beam element.
Does refinemnt of such a beam element would affect the solution??
thanks in adv
regds
Does refinemnt of such a beam element would affect the solution??
thanks in adv
regds
Raj





RE: Stiffnes Matrix of an inclined element
Not sure what you mean by "refinement"...more elements or higher order elements will affect the solution results...