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Turkish hello everyone, take it easy.. I think in my attached project, because it is a partial basement, I am getting a weak floor error. I enlarged the column dimensions, I added a curtain to the system, but I could not fix the error, could you please examine the project? Is there a point I missed? Thanks in advance to those who are interested...
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weak floor fault
- Thread starter enciniir
- Start date
YasinTezel
Member
Hello, Since the sub-basement curtain option is marked on all curtains in the basement, the sections are not taken into account in the irregularity control. You defined the basement floor as a rigid floor. In the curtains, the sub-basement curtain option can be removed. Or If you are going to continue in this way, you can enter the wall cross-section areas from the Analysis menu / Floor parameters / Irregularities tab. Also on the ground floor, it is seen that the wall cross-sectional areas are 0. Assuming that the ground floor wall cross-sectional areas are the same as the 1st floor, Akx and Aky parameters can be entered from the same dialog.
Thank you very much Yasin from the morning There was no method left that I didn't try."YasinTezel":cm8ft6w1" said:Hello, Since the basement curtain option is marked on all curtains, the sections are not taken into account in the irregularity control. You have defined the basement as a rigid storey. In the curtains, the basement curtain option can be removed. Or If you continue in this way, the Analysis menu / Floor parameters Curtain cross-sectional areas can be entered from the / Irregularities tab. Also, on the ground floor, it is seen that the wall cross-sectional areas are 0. Assuming that the ground floor wall cross-sectional areas are the same as on the 1st floor, Akx and Aky parameters can be entered from the same dialog.
YasinTezel
Member
Since the formwork plan of the ground floor and the 1st floor is the same, I took the values in the report, thinking that the wall cross-sectional area would be approximately the same. The 1st Floor Akx and Aky values in the report are the approximate wall cross-sectional area calculated from the loads on the beam.
"YasinTezel":26twqunp" said:As the ground floor and 1st floor formwork plan are the same, I took the values in the report, thinking that the wall cross-sectional area would be approximately the same. The 1st Floor Akx and Aky values in the report are the approximate wall cross-sectional area calculated from the loads on the beam. [ /quote] Thank you very much Mr. Yasin, you really helped a lot...
YasinTezel
Member
Hello, We noticed that the TK07 continuous foundation and the S09 column are not connected in your project. Seems like a software issue. You can analyze by drawing a short console continuous basis from the S09 column.