Hi I am new to robot and have been playing around with the software for the last couple of weeks. I wanted to test the program and did a basic example of a volumetric 1x1 metre concrete column. The column is fixed at the base and at the top of the structure of 10m height, an edge load is applied of 1000KNm/m. The results I attain are strange with a stress of around 20 Mpa; following beam theory the corresponding moments is about 3000KNm. I would expect the result to be around 10 000KNm maybe a bit less in the region of 8000-10 000KNm. Does anyone know the reason for this? is my theory correct?RegardsByron