Side loads on beam model

[PI_6131154]

Hello!
I have a frame design. 

I wish to get the reactions on the 4 points.

I have as load the gravitation.

The "Y" Reactions are ok.

Way I get also reactions on "X" and on "Z"?

In case that I have on corner "1" and "4" NO translation and on the corners "2" and "3" translation, by using of load by side, I will not have reaction in the corners "2" and "3". So ...this is the art to determinate the forces, but this is wrong be side load. So ..how to set the constrains correct?

Thank you!

[Catalina]

Hi @PI_6131154 

Thank you for your question. 

Your post appears well documented but has not yet received any response. I am replying to raise awareness. Hopefully, another community member will be able to help.

Also, feel free to add any additional information you think might be relevant.

Best regards,