Error during analysis

C

celikus

New Member
Friends, I have solved the project with a continuous foundation, there is no problem, but when I want to solve it with a raft foundation, the analysis does not end. The slab loads are calculated on the elements and it stays on "Calculating the ground floor". I couldn't find the problem, can you help?
 
There will be feedback about the problem, but humbly, I have a few ideas. For this project, which will be my dilatation proposal, at least 5 m of columns should be left on the floor curtains, and the beam connections should be joined at a single node. take it easy
 
Hello, There is no closure in the analysis in your project, the analysis time is getting longer due to the density of circular columns. It took about 2 hours on my computer. Good work
 
"celikus":50l94st4" said:
Friends, I have solved the project with a continuous foundation, there is no problem, but when I want to solve it with a raft foundation, the analysis does not end. Calculating the slab loads on the elements remains at "Calculating the ground floor". Could you help me?
Click to expand...
Hello, When the raft foundation is defined in the project, the analysis actually continues. The reason why the analysis takes a long time is the interactive solution of circular columns and superstructure. The number of points of the circular columns in the project is 40. In the attached project, the number of points of the circular column is given 15 and the columns are placed again Veradye flooring has been defined. The analysis is completed in 128 minutes. Since the columns are redefined, I recommend checking the suitability of their misalignment to the project. Good work
 
"Levent Özpak":2mno18ph" said:
"celikus":2mno18ph" said:
Friends, I solved the project with continuous foundation, no problems arise, but when I want to solve with raft foundation, the analysis does not end. The slab loads are calculated on the elements and it stays on "Calculating the ground floor". I couldn't find the problem, can you help?
Click to expand...
Hello, When the raft foundation is defined in the project, the analysis actually continues. The reason why the analysis took a long time was the interactive solution of circular columns and superstructure. The number of points of the circular columns in the project was 40. In the attached project, the number of points of the circular column was given 15 and the columns were placed again and the mat flooring was defined. Analysis 128 min. completed in such a time. Since the columns are redefined, I recommend checking their eccentricity for the project. Good work
Click to expand...
, how did the file you attached become so small, Mr. Levent. After the analysis, a figure like 250 mb comes up. When I do .cde, it drops to 150.
 
How did the file you attached become so small, Mr. Levent? After the analysis, a figure like 250 mb comes up. When I do cde, it drops to 150.
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In the project, an unsupported beam was drawn in the file and analysis was made. Saved with the "Save by compressing" command from the message "The system cannot be resolved". (This process is done automatically for files saved by compressing in version 8.)
 
"Levent Özpak":3o0lmtmj" said:
how did the size of the file you added become so small, Mr. Levent. After the analysis, a figure like 250 mb comes up, it drops to 150 when I do .cde.
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A baseless beam in the file in the project It was drawn and analyzed. The system cannot be resolved message, it was saved with the "Save by compressing" command (This process is done automatically in the files saved by compressing in the 8 version.)
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Thank you, Mr. Levent ..
 
"XELLO":2axjnpni" said:
while analyzing, console slab gives an error that it cannot be designed as ribs or tapes. url]http://www.idecadsupport.com/forum/viewtopic.php?f=5&t=4348&p=19628&hilit=s%C3%BCreklili%C4%9Fi+non#p19628[/url]
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Overhangs can be created in a closed way, ribs can be defined to provide continuity with other rib beams, etc... [sometimes it does not give the same error when analyzing??*
 
"XELLO":3nnrjaf9" said:
sometimes there is no problem when analyzing ??
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In case of single console ribbed or cassette flooring in the program, only the geometry control gives a warning. Information about rib solutions is given in the following link in the program.
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