Hi everybody,
I am try to use master/slave function to transfer the load from the crane to the base slab.
I made an example as attached file to check it but find some unreasonable results. As captured in picture below, in load case DL1 I have applied only an Fx load of 10kN at master node 10. The problem is at the supports, there are reaction forces along the Z axis. Can anybody help me verify whether I have done something wrong or this is a bug of program?
I use Rigid slave direction to connect master node "10" to the slave nodes (6 12 14 15 17 19 20 22 24 ). For more details pls see my attached file.
Thank you,
