A large span residential project

U

ugur

New Member
Friends, I have a large-span housing project. I tried to cross this gap with scissors, but I couldn't quite succeed as I am a bit new to both the program usage and steel structures. I would appreciate it if you could review and comment on the project.
 
It looks like the truss you're modeling for the wide-span slab in your project should be much deeper and higher capacity. It would be beneficial to have trusses connected to the columns on 2 axis perpendicular to this truss beam. It is important that the lattice beam struts meet the upper floor columns. Mega crosses with several floors can be considered. It is important to keep the columns in both directions against the capacity and translation. Deflection, displacement, relative floor drift etc. It is important to pay attention to the controls. Paying attention to TDY 2007 Clause 2.3.2.4 (b), global stability, floor diaphragm, vibration (footfall) etc. it is important to do many additional analyzes/controls.
 
I took into account what you said and made a lot of arrangements, but I am still having problems with scissors and relative floor offsets, I am sending the final version of the project in the attachment, I would be glad if you could take a look.
 
Hello there; Can you lengthen the lower ends of your columns by 30 cm and lower your jeans at the same rate? The nodal points of the truss and the column nodes may cause problems within a certain tolerance. Also, connect your trusses to the column heads with a truss union with a butt plate. Good work.
 
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