Max base pressure

[hanimmühendiss]

In a project with a soil bearing capacity of 40, the maximum floor pressure is 60.63. The program does not give an error when the calculation is made according to the average. I can only see this pressure value in the report. I'm looking at the analysis model foundation pressure control to see where this value is. I can't see the value. What is the reason? can you help? Project link;

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[Levent Özpak]

Max base pressure is 60.63 in a project with a ground bearing capacity of 40. The program does not give an error when calculating according to the average. I can only see this pressure value in the report. To see where this value is, the analysis model should be checked for the base pressure I can't see the value, what is the reason? Project link:

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-Rigid in the structure you are examining There is a basement, and Eccentricity and basement calculation method "Calculation method with dynamic eccentricity and two loading states described in 4.8.5.1, 4.8.5.2 and 4.8.5.3" is selected in the Analysis settings. In this case, the report You cannot see the base pressure values printed in the analysis model window. In structures containing rigid basements, the foundations are combined as explained in TBDY Section 4.10.1.5 (b), calculations and verifications are made with these combined values and these values are printed in the reports. Perspective pe In the 3D inspection screen, the raw values are printed. -To see the values in the report also in the analysis model window, in Analysis Settings select Eccentricity and basement calculation method "Single load case calculation method with static eccentricity described in 4.3.6.2" and "Top build interactive solution". In this case, the values shown in 3D and the values in the calculations and verifications will be the same.

 

[yunussacikk]

When we analyze by choosing dynamic eccentricity and get a report for geotechnical report, don't the printed stress graphs make us wrong?

 

[Ismail Hakki Besler]

The colored graphics printed on the geotechnical report are the same as the graphics printed on the 3D screen in the program. These graphics are important for the geotechnical in terms of showing the stress distribution and can be used for this purpose and there will be no mistakes. The geotechnical engineer takes into account the values printed in the image below. These values are already increased values in case of subbasement and top, separate solution and dynamic eccentricity. You can also calculate by selecting the single solution option for basement and superstructure. We will take this into account in 3D graphical representation in future versions.