The maximum foundation pressure value required in the soil survey

[Medeniyetmuhendisi]

Let it be easy for everyone. In the new ground surveys, the maximum basic pressure value is requested in the geotechnical report. In a title, it was said that when you enter the analysis systems display options for raft foundations, from the shell results to the raft foundation results, that is, the stresses are taken in a few photos and added to the report, but what will this value be for continuous foundations? In other words, is the highest stress occurring in the system I understand desired

 

[2m proje]

Re: MAX. BASIC PRESSURE REQUESTED IN GROUND SURVEY Hello; G+Q / 1.4G+1.6Q for each foundation in continuous and singular foundations and Max. stress values are required. If possible, Min. and Average stretching may also be needed. Also required is Foundation Base Area and the total weight of your structure Including Foundations. I will try to share the data required for geotechnical in an Excel table. Best regards.

 

[Medeniyetmuhendisi]

Thanks in advance

 

[2m proje]

Hello there; I am sharing the information requested from the project author for the geotechnical report as a table in the appendix. I sent my request to IdeYapı for the automatic preparation of a similar report on the subject by the program. Best regards.

 

[MaFiAMaX]

Hello, I am sharing the information requested from the project author for the geotechnical report as a table in the attachment. I sent my request to IdeYapı for the automatic preparation of a similar report on the subject by the program. Best regards.

You have created a nice template , good health.

 

[saridurmus]

Good luck to you. It was a good work. It was a great convenience to the friend who will write the report.

 

[Medeniyetmuhendisi]

Hi; I am sharing the information requested from the project author for the geotechnical report as an attached table. I sent my request to IdeYapı for the automatic preparation of a similar report on the subject by the program. Best regards.

Thank you very much. Now my question is that we can see these stresses g+q, 1,4g+1,6q etc. in raft foundations, but can we see these values in continuous foundations with the current ide version?Is the Zq value in the picture the maximum stress value formed on the foundation or the value obtained with g+q? ? They wrote in the e-mail for the soil survey (TELL US THE MAX. BASIC BASE PRESSURE q0 VALUE CREATED BY VERTICAL LOAD, SHEAP AND MOMENT EFFECTS AFFECTING THE BASIC LEVEL) Can I find this value in the report? Or how can I find it?

 

[2m proje]

Hello there; If you haven't checked the "Use earthquake loads in soil safety stress control of foundations" option in the Analysis settings Foundation-Soil tab, the Zg value in the reports is the maximum stress value for the G+Q combination. If you mark and analyze, the maximum stress will probably be reported from the combination with Earthquake. (I say probably, sometimes G+Q may be greater than earthquake combinations.) You may also need to look within 1.4G+1.6Q. At that time, if you add 1.4G+1.6Q to the user-defined combinations and use it in soil stress controls, and say "Use earthquake loads in soil safety stress control of foundations" without ticking the option, you will see the max values for 1.4G+1.6Q in the reports. In order to eliminate this workload and confusion, we prepared the summary table we shared above and requested it from İdeYapı Best regards.

 

[Medeniyetmuhendisi]

Hi; If you haven't checked "Use earthquake loads in soil safety stress control of foundations" option in Analysis settings Foundation-Soil tab, Zg value in reports is the maximum stress value for G+Q combination. If you mark and analyze, it will be large. The maximum stress that is likely to occur from the combination with earthquakes will be reported. (I say probably, sometimes G+Q may be greater than combinations with earthquakes.) You may also need to look within 1.4G+1.6Q. At that time, add 1.4G+1.6Q to the user-defined combinations and use them in ground tension controls by saying "Foundations of the foundations." If you receive a report without checking the "use earthquake loads in soil safety stress control" option, you will see the maximum values for 1.4G+1.6Q in the reports. In order to eliminate this workload and confusion, we prepared the summary table we shared above and requested it from IdeYapı Best Regards.

Thank you very much. I did as you said, I effected the earthquake loads on the stress value. has increased. Also, if the option to check the ground safety of the foundations according to the average stress is checked, it is necessary to remove it, I think, to find the max g+q value. I don't know how to add the combination in 1.4g+1.6q, but I'll look into it. Then I will add 1.4g+1.6q and look at the highest Zq value in the report. I hope both the ide family and the new update will take them into account. :roll:

 

[Mirza]

Good luck, a small addition for buildings with basements (see Implementation Manual BA-3/25 and 26)