Raft Base Zg Error

F

fthylmz

New Member
Good luck to everyone; I could not fix the raft foundation safe bearing capacity error of the B+Z+5N storey construction that I am analyzing, even though I expanded the ampatment limits, increased the diameter of the reinforcement, and increased the thickness of the foundation. The building consists of B+Z+5N floors and there is a basement floor height of 4.90 m and a stabilized fill of 1 m after the upper level of the foundation. 2t/m² value is entered as dead load. (qemn= 1.4kg/cm³) gives an average result of q=29 t/m³> qemn=21 t/m³. Thank you in advance to anyone who takes the time to read, comment or provide a solution for this topic. NOTE : The compressed version of the project is attached.
 
Hello, It would be appropriate to arrange the following awe in your priority project; -The elevations of the P01 and P02 panels are not compatible with the RD02 raft flooring. There is a mismatch between the tile spacing boundary spacing created for the RD01 tile. I suggest that the elevator shaft is analyzed separately by modeling the raft foundation as flat, without leveling the curtains, and giving the elevator pit detail separately. The borders of the -D02 tile appear incorrect. Change the trim algorithm of beams K17 and K22 object trim method command. Connect the P03 panel at the top right and left corners of columns S02 and S03. When the above-mentioned arrangements are made, it is seen that the ground stresses in the project exceed the safety stress value in some regions. In the analysis model, you can examine the regions that exceed the stress value in the window according to the selected loading combinations. Good work
 
Dear; Mr. Levent and Mr. Ersin, thank you very much for taking the time to deal with the subject. Good work.
 
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