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Turkish Hello, greetings to everyone... I am a new user of the program, I had a few questions, thank you in advance. I have attached my working file, 1- I think we cannot place the reinforcement plates in the roof beams where we want, for example, I wanted to put them on the column-beam junction and beam-strut junction, but I could not. It places itself on the beam with the desired number of equal intervals. 2- I welded the connection beams to the column, can this be done to the connection of all the connection beams to the column with a short cut, or is it necessary to do the same for all elements one by one? 3- I could not find a suitable joint for the beam connected to the weak side of the column, it connects to the inside of the column. 4- While examining the account reports, I could not see the combination accounts. For example, I could not see the base plate account in the report I created.
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As a new user, I look forward to your help.
- Thread starter smsenturk
- Start date
nurgulkaya
New Member
Hello there; 1- As you can see in the image, as long as you do not interfere with the d1 and d2 parameters in the combination menu, the program will divide the beam into equal parts in accordance with the number you give. 2- There is a command named add to favorites in the properties of the combination. After making the changes you want in a combination, you can add it to favorites and use it in other elements. 3- Since all your beams connected to the weak side of the column are box profiles, the combination you can use in the program is Welded Joint or welded joint for Box/pipe profiles. 4- You can get the reports of the calculated combinations from the combination summary report. The column foot combination calculated in the program is the Column-Basic Combination. If you use other column feet, you cannot get a report.
Thank you for your answers. I want to make the connection to the weak side of the column on the D-axis, in the D-axis, the columns pass through one by one. I want to connect the beam on this axis to the column. Is there a command such as sort poses or element labels after creating a model?
nurgulkaya
New Member
Hello there; The appropriate combination for column - beam weak axis is available in the attached image. In your model, your middle column appears welded on the beam on the D axis, be sure to check whether your application will be like this or if you have a modeling error. Good work.
This is just a model I tried to get used to the program. In the handle analysis, an intermediate element was made to connect the roof beam to the floor beam between the columns. In the model, I thought the spacer as a strut attached to the beam, I revised the model and deleted the column, entered the spacer as a beam, I could not see any problem in the analysis results. Thank you very much for your interest, take it easy, good work...