ide static 7.04 Analysis Problem

[mfy1980]

Hello, I have analyzed the project of a 2-storey building in the link below, even though it gives a geometric control error (height cannot be less than 1/10 of the free span in continuous foundations) and I got the result. I then removed all the errors noted in the geometric check and reanalyzed it. this time it gave the warning "the system cannot be resolved". Then I recorded in version 6.0012 and opened this record in 7.04. He analyzed. but for all my raft and continuous foundations, it gave the error that the ground safety stress does not recover. I request you to review the project related to the subject.

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IN_BUILDING31-12-2011_concrete_drawings.zip

 

[HakanŞahin]

I made the project of a 2-storey building in the link below, even though it gave a geometric control error (Height cannot be less than 1/10 of the free span in continuous foundations), but I had the analysis done and got the result. I fixed all the errors and reanalyzed. this time it gave the warning "the system cannot be resolved".

The foundation system you entered (the rafter raft) is not suitable for the superstructure - basic interactive solution... (The problem is not related to size regulation) Most of the screens are under there is no permanent foundation... Panels are pressing on the record. Data entry made in this way for rafter raft is against the program rules... You can think of a raft system without beams... I recorded on

in version 6.0012 and made this recording I opened it in 7.04. He analyzed. but for all my raft and continuous foundations, it gave the error that the ground safety stress does not recover. I request you to review the project related to the subject.

It may be related to the superstructure interactive option. In 7.014, you will not encounter the error "The system cannot be solved when the superstructure is dissolved without interaction. Conclusion: If you are going to solve the superstructure-base interaction solution, consider a raft without beams." If you are going to make rafter raft, you should not solve the superstructure foundation interactively and you should define a continuous basis for all your panels and columns in continuous basic data entry. (You must enter the continuous foundations that you will define under the piece panels in pieces so that they catch the panel ends)

 

[Levent Özpak]

In addition, panels that do not continue to the lower floors on the 2nd floor are defined in your project. I think you used it to define the parapet walls. This is an incorrect data entry. It would be correct to enter the load of the parapet walls as a load on the relevant elements.