Hello,
I ran the analysis of a lightly loaded two-sorey building on staad and results I got is disproportionately large.
The first attached image shows the moment about the z axis (MZ) which appears too large for the screen to display and for the eye to make any sense of it
The second image shows the beam results in the post processing which all are almost raise to E10. This results is too big and disproportionate to the load acting on the structure
The third diagram shows the bending moment diagram of a beam with cross-sectio 230 x 300 spanning 6m under it's own self-weight only. The BM diagram shows the moment out put is a gross exaggeration.
How do I solve this problem?
Please attach the file here