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Ground safety assistance.
- Thread starter erkin2503
- Start date
Levent Özpak
Active Member
Hello, there does not appear to be a problem with the connection of the base TK019 to the column SZ03. Such an image is formed due to the change of the trim algorithm. Connect the TK02 foundation to the SZ03 column at the upper left corner so that the foundations intersect. Except this; Under the BP19 and BP29 panels, enter the continuous foundations in line with the panel. If the analysis is done by selecting the "superstructure interactive solution" option in the analysis settings, the stress problem is solved. Good work
greetings again. I'm adding another project, my problem here is as follows; In the foundation design, I get an error in the geometry control because the beam floor edge overlaps in the sub-basement shears that come under the terraces. There is a way to overcome this. Thanks in advance, the project is attached.
Levent Özpak
Active Member
"erkin2503":1iuow89u" said:greetings again. I am adding another project, my problem here is as follows; I get an error in the geometry control because the beam slab edge overlaps in the sub-basement curtains coming under the terraces in the foundation design. There is a way to overcome this. Thanks in advance, the project is attached.[ /quote] Hello, The situation you mentioned does not create a problem in the analysis model. You may ignore the warning. Note: A tie beam has been inserted under some basement walls. The tie beams cannot be solved interactively with the superstructure. If an interactive solution is to be made with the superstructure, a continuous foundation must be entered under the panels. Good work.