Element Combinations

M

mert_01

New Member
I wish everyone good work. I'm working on a one stop project. I can't combine curvilinear elements. Looking forward to your comments and suggestions.
 
Hello there; First of all, I recommend that you run the strong axis of your columns in the direction where your curvilinear beams are connected. So write 90 in the rotation angle section of the column properties. For joints, you can use an Unstabilized 4-bolt joint or a Rigidized 8-bolt joint. Good work.
 
Mr. Mert: In addition to what Ms. Nurgül stated: It would be good to take into account an appropriate value for the snow load in the coating properties and if you are going to continue with this load-bearing system layout, it would be good to detail the connections of the columns to the foundation as recessed in both directions.
 
In column-beam connections, he cuts the end of the column and puts the junction plate like that, why is it raining like that, where am I going wrong? I just bought the steel version, I don't know exactly, do you have a concrete + steel complex structure project sample from you? Like a steel roof on a reinforced concrete building, thanks a lot in advance
 
Hello there; The project in the link
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is not a roof project but you can examine it as an example of mixed structure.
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part 1 of the training - Chapter 5 covers the entire steel program training. You can practice by entering the project along with the videos. - For merging, first deal with the fast mode turned off. It is useful to use the fast mode carefully until you get used to the program logic. If you select the column first and then the beam while the fast mode is turned off, you can enter the column-beam combinations accordingly. In addition, the command line at the bottom of the screen in the program will also help.
 
"nurgulkaya":2ht6kzeg" said:
Hello, the project in the link is not a roof project, but you can review it as an example of mixed structure
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The training in the 1st part - 5th part covers the whole steel program training.You can practice by entering the project along with the videos. Operate when fast mode is turned off. It is useful to use fast mode carefully until you get used to the logic of the program. When fast mode is turned off, if you select the column and then the beam, you can enter the column-beam combinations appropriately. Also, the command line at the bottom of the screen in the program will help.[ /quote] Thank you very much
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