Question 5 1 pts You have modellied a cantilever beam with 2 beam elements (2D) for free vibration e to obtain analysis. How many transverse vibration mode shapes would you be abl from such FE an...
Question 5 1 pts You have modellied a cantilever beam with 2 beam elements (2D) for free vibration e to obtain analysis. How many transverse vibration mode shapes would you be abl from such FE analysis? 2 Question 6 1 pts What is the condition imposed for a rigid link between two nodes? O The displacements are constrained but the rotations are not. O The rotations are constrained but the displacements are not. The distance between the two constrained nodes must remain constant. The rigid link is able to deform according to f ku.
Question 5 1 pts You have modellied a cantilever beam with 2 beam elements (2D) for free vibration e to obtain analysis. How many transverse vibration mode shapes would you be abl from such FE analysis? 2 Question 6 1 pts What is the condition imposed for a rigid link between two nodes? O The displacements are constrained but the rotations are not. O The rotations are constrained but the displacements are not. The distance between the two constrained nodes must remain constant. The rigid link is able to deform according to f ku.