Continuous Base Column Connection

H

H.YILDIZ

New Member
Hello, I have questions about a small project, I would be glad if you could answer them. 1- Is it more correct to connect the S07 column with the tk16 beam as seen in the attached picture or is it more correct not to connect the tk16 beam? . In every project, I try to connect in at least 3 directions except corner columns, but unfortunately I even see friends who make stud beams. 2- Is it a problem if the height of my foundation beams is more than the width? I had to make 65 cm because the opening was too much. ( ts500 1/10 rule ) 3- When we solve the stairs together with the building, we cannot define a permanent support to the foundation. When we define it as a fixed support, a deformation image occurs as if the whole building was fixed from that point. Color scales in 3 dimensions are changing, the periods of the building are changing, etc. I wanted to ask what is the right thing to do here. I wish everyone good work.
 
Hello, The ladder is not constantly connected to the foundation on the bottom floor. (Superstructure is in the interactive solution) Your determination is very correct, it is not like it is being held with your statement, it is being held exactly because at that point you are choosing built-in. Other elements of your structure move depending on the bed coefficient. Since these effects change the analysis model, they cause changes in the deformation and period of the structure. The solution is; Stably support the lower end of the ladder and analyze the superstructure without interactive solutions. Another solution is to solve the substructure and superstructure interactively without entering the lower arm of the ladder. In the following versions, it is among our plans to connect the stairs to the foundation continuously.
 
You must log in or register to reply here.
Back
Top