Hi
I have this FEA Strand7 model where a truss element is oriented at 45 degree angle to the beam element.
From my knowledge I can say that truss element only takes axial stress. But the model shows that the truss element also response to bending moment when the analysis is performed.
Why is...
Hi
I have this 2D oriented Strand7 model where a cantilever beam is connected to a bar element (oriented at 45 degree) which can only take axial stress(assuming to be a truss element) and a spring at a common node. A force is being applied on that node. Orientation of the elements are shown in...