Afternoon all,
Apologies about the simplicity of this question, however I have just started Engineering. I would greatly appreciate it if someone could help me out with this problem
I have a frame structure which is made up of non-symmetric C sections. I have taken a section cut in one of...
Morning all,
I am currently running two models in Patran/Nastran which are to represent a simple frame structure. In the first model, I use two beam elements which have a common node. Each free end I have restrained in all 6DOF and the joint node is restricted in 3, Z Translation. I am using...
Morning all,
I am currently running two models in Patran/Nastran which are to represent a simple frame structure. In the first model, I use two beam elements which have a common node. Each free end I have restrained in all 6DOF and the joint node is restricted in 3, Z Translation. I am using...
Morning all,
I am currently running two models which are to represent a simple frame structure. In the first model, I use two beam elements which have a common node. Each free end I have restrained in all 6DOF and the joint node is restricted in 3, Z Translation. I am using the default...
