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  • Users: Arif98
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  1. Arif98

    FEA Strand7 model - Truss element

    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...
  2. Arif98

    Strand7 Error: Global stiffness matrix is singular.

    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...

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