Guse Join Problem

M

mimarss

New Member
Hello there. I have to move the plate of one of the right or left gussets when making the gusset joint in the buildings where i leave the eaves. Can you provide a solution for this?
 
When you remove the gusset on the other side, the plate between the column and the beam does not disappear. when you shorten the plate from the settings, it is shortened by the guse.
 
Hello there; The joint is normally applied for the column-beam strong axis. You are using it in an area other than its normal use, you can make symmetry geometrically as I stated or you can use it for the lower stiffener open state. It is normal not to get the other geometry you want. If you wish, you can make additional edits to the drawings. Good work.
 
Thank you very much for your interest, Ms. This kind of fringe combinations are very preferred in barn structures, so I need to make a guse joint. Is it possible for me to do this join with another join tool?
 
Hello there; You can use an 8-bolt stiffened joint, but again the fringes will be symmetrical. Or you can use a support joint, in which case no fringes will be present. You need to edit the drawings. Good work.
 
Hello Nurgul. I'm posting here because I don't want to open a new thread. I could not save the system even in unacceptable sections at a 12 m span. I don't know if I missed something, can you help me?
 
Hello there; Did you download and install the new version 8.62? Your two main beams appear to be deficient in version 8.62 where the roof braces are not modeled. There is no problem with your other members. When modeling roof lanterns, use steel beams for vertical members instead of using the steel column command. You can get more suitable results for system setup. Considering that roof lanterns are not the main structural elements, if you model in this way, you are not making a fully appropriate engineering acceptance. If you want it to be included in the analysis because it is a secondary element, you can model it with a steel beam as I mentioned, or you can only enter the roof lanterns as loads during analysis and design. Modeling can be performed for drawings. Good work.
 
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