Raft foundation stresses

Re: RAFT FUNDAMENTAL STRESSES Unver, every project of ours is not unique to this project. We get the foundation stresses for geotechnical as a result of dynamic analysis of each project, all in this way.
 
Re: FOUNDATION STRESSES OF RAFT The building has a basement. In buildings with basements, two earthquake solutions are made for the upper and lower sections. For the basic calculation, these values are added appropriately and the calculation is made with the summed values. The combined values are printed in the report. The values shown on the program visualization screen are the results of the upper floor, that is, the results of the upper section, that is, the combinations of Ex and Ey only. However, ExB and EyB combinations are also made for the basement subsection. And the foundation is made by combining the upper and lower sections of these two earthquake calculations according to 4.10.3. Both the basement analysis results and their aggregated versions will be added to the visualization dialog later. These aggregated values are printed in the report. So they are not the same things to compare. To see the exact values of these, remove the Rigid basement sign and analyze first, this time the same values are printed in both the report and the dialog.
 
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