Steel joint (Connection) recommendations

bektasmehmetali

New Member
Hello, in the program I want to make a steel lattice porch based on a reinforced concrete column (an end that continues the same as the slope of the roof); however, I did not know how to choose a fastener for the reinforced concrete column end of the porch. If you have any suggestions or ideas for this, please share. Also, since the porch truss and the roof truss overlap, I get an error in the geometric control, how can I fix it? ( I got the same error in lovers and I fixed the situation by deleting the last lover, how can I do this with scissors. ) Thank you for your help :)
 
Re: STEEL CONNECTION SUGGESTIONS Hello; In order to eliminate the overlap of the geometry error, when modeling your main truss, enter the middle from the middle of the column, this way it will go back from its current position. When it comes to the porch, if the slope will continue, you need to put both trusses on the same column from above. It is not possible to enter joins as you did. To enter a union, you must either lower the elevation so that the upper cap is connected with the reinforced concrete column, and you must use the Butt plate truss union for both lower and upper caps separately for Box profiles. In this case, the slope will not continue. If you want the slope to continue, place the porch truss on the reinforced concrete column, enter both trusses from the middle of the column, but you will need to use a support joint due to your truss geometry. In this case, you can analyze and design, but you have to intervene in this area in the drawings. Because there is no option to connect 2 trusses to a single column at the same time with the support joint. For the first case, an example was created in the model, you can examine it. Good work.
 
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