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Turkish Since I am at the stage of learning the program, I will ask a basic question. In the Soil Investigation Report, the "soil safety stress" is 17t/m2. In the static report, although "Soil Safety Stress" is written as 17t/m2, "Used Soil Safety Stress" is written as 25t/m2. Is the difference in the Ground Safety Stress used a value determined by the staticist? Or is this a value that the program makes according to its own calculations? If the statistician wrote it according to his head, is there no problem? Thank you..
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Soil safety stress used
- Thread starter ogunsa
- Start date
M. Berat Denli
New Member
Hello, according to DY2007, the soil safety stress can be increased by 50% in class A, B and C soils in combinations with earthquakes. In the analysis settings, in the Foundation-Soil tab, if this option is checked, the soil stress is increased. While the ground safety stress is controlled by ideCAD, respectively; -In all soil classes, the "Increase the soil safety stress in earthquake situations" option is not checked G+Q loads the ground safety must be checked. "Increase" option should be checked soil safety should be checked in combinations with earthquakes.
M. Berat Denli
New Member
No there isn't You must enter the value given in the ground report."ogunsa":1vzukvvk" said:thank you. I have one last question. Is there such a flexibility regarding the bed coefficient? (I'm trying to master the regulation in general, but I need some time)