...
In this problem, each member experiences both transverse and axial loads. So ux and uy are non-zero. The axial displacement has a simple linear variation along the midline as in a truss model.
| HTML |
|---|
<iframe width="560" height="315" src="https://www.youtube.com/watch?v=FP9_KIBVELA" frameborder="0" allowfullscreen></iframe> |
Sign-up for free online course on ANSYS simulations!