ANALYSIS AND PARAMETER SETTINGS

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OUR DEAR FORUM OFFICIALS I WANT TO ASK ABOUT USING THE BUTTON TO INCREASE GROUND SAFETY by 50% WHEN USING EARTHQUAKE LOADS IN THE ANALYSIS SETTINGS IN THE 1st EARTHQUAKE SECTION C2, Z3 ON A FLOOR, OUR AC CANNOT USE THIS GROUND SAFETY 50%. 2.Water I WHEREAS without girders RAFT SLAB ANALYSIS 14 LUX IRON 15 CALL LEARNED A PROJECT in MİN.ASAL PULL PURSANTAJ in MAT FLOOR PARAMETERS SETTING 0.0025 WHILE, 0002 AS, change ANALYSIS DO I RAFT My SLABS 14 LUX IRON 27 CM TOGETHER TO ALLOW has TO ACABA COLUMN BEAM SLAB PURSANTAJ AYARLAAR the HOW CAN I CHANGE? SOME CHANGES ARE OBSERVED IN THE REINFORCEMENTS. I HAVE RECEIVED VALUES FROM TS500. MY REQUESTS ARE THE OPINIONS OF PERSONS WHO HAVE BEEN MASTERED ON THE PROJECT FOR YEARS LIKE YOU. THANK YOU FOR YOUR INTEREST NOW.

 

[izmirlimuhendis]

I think it can be increased by 50% because the regulation allows it, but I don't know how much it can be increased in general, but in the regulation it is allowed on other floors, except for the Z4 type floor.

 

[suatyy]

The regulation does not allow an increase in grade 1 zones for Class D floors, but allows a 50% increase in other floors and areas. However, do not use it, especially on silty, clayey, high water levels, that is, where there is a risk of liquefaction. If there is liquefaction under earthquake load, on the contrary, there will be a decrease in the bearing capacity of the ground. I do not find this issue very correct in the regulation because our engineer friends are not experienced in the ground. Based on this substance, they can reach dangerous conclusions. Attached, I see as a good resource on these issues, Prof. Cinioğlu has a seminar document. I recommend that all our engineers about the ground read it carefully. Read all of them but read chapter 4 specifically for the above topic. Greetings