fix modol help.

[A.wikipedia]

Hi. I is modol,all the same load, Why results other.

Please see picture

File is attachment.

[tony.ridley]

A.wikipedia you are a funny man!

Your columns are bigger and hence stiffer in one axis.  So the beam takes less moment due to variation in bending stiffness of column.  Make column square and bending moment is same. 

You need to look more at your model and ask yourself more questions before posting. 

[A.wikipedia]

Sory.

My knowledge is limited.Thank tony