Steel pattern analysis Iteration error

[Mairon]

Hello friends, I modeled a single-storey steel construction, defined the loads and made the connections, and entered the analysis setting according to TBDY 2018. The analysis is running, but the iteration is constantly increasing, but the analysis is not concluded. I'm uploading the file here, can you take a look?

 

[Mairon]

I checked for conflicts and there were about 120 conflicts. I'm fixing them now

 

[nurgulkaya]

Hello there; There were many problems during data entry in the project, for example, connections were entered in fast mode, beam-beam connection was formed when there should be a column-beam connection, because your beams on the lower level were 0 to the lower end of the column, the program connected the column and beam ends while creating a node point, and no support was formed. etc. In order to solve these problems, you can easily enter the beams that will be located at the lower level, from the perspective screen or from the floor general settings in the plan, by creating a floor for that level. While doing this, ensure that the beams are at least 20 cm above the lower end of the column. A distance is needed in order to make the joints healthy. Until you master the combinations in the program, turn off the speed mode and enter by first selecting the column and then the beam. While entering the braces, make the type V from the settings and select the beam located at the upper end of the column. Here, too, there was a problem with the analysis model. I have arranged one of your partitions according to the situations mentioned above. You can continue like this. My advice is

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is to get used to the logic of the program by following the videos in the link. Good work.

 

[Mairon]

Hi; There were many problems during data entry in the project, for example, connections were entered in fast mode, beam-to-beam connection was formed when there should be a column-beam connection, because your beams on the lower level are 0 to the lower end of the column. The program has connected the ends of columns and beams while creating a joint point, no support has been formed, etc. In order to solve these problems, you can first enter the beams that will be located at the lower level from the perspective screen or from the floor general settings in the plan by creating a floor for that level. Make sure it is 20 cm above. There is a need for a distance in order to make the joints healthy. Turn off the speed mode until you have mastered the program, and enter by first selecting the column and then the beam. When entering the braces, make the type V from the settings and select the beam at the upper end of the column. There was a problem in the analysis model here too .Install one of your partitions in the above-mentioned I arranged according to my You can continue like this. My advice is

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is to get used to the logic of the program by following the videos in the link. Good work.

First of all, thank you. I noticed the points you mentioned, I checked for conflicts and fixed all the missing and incorrect connections.