Are you looking at the project?

A

abaci09

New Member
Could you please look at the attached project and evaluate it. I will deal with B errors. I saved it in a fully rigid account so that it takes up less space. I'm solving the system semi-rigid. Thanks in advance.
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I had a chance to review it for a very short time. Hollow hollow structures are usually made with an architectural design focus, so the purpose is to hide the view of the beams. In other words, instead of making a stud beam on the wall, beams can be connected to the columns even if they are diagonally. Of course, wall loads should be defined as distributed loads in the relevant places. Since your curtains in the basement are only underground curtains, I suggest you define "flood curtains that do not continue on every floor". Also, it may be better to use 25/32 perimeter beams to connect the hollow blocks on the balconies. In some places, as far as I can see from the architecture, the walls are outside and you have to make the necessary offset adjustments so that they fit on the beams. When this is the case, it is seen that the 25/60 beam is insufficient. You can make a hollow beam there, too. Pay attention to your typical beam definitions. where the span is between 4-7 m, it may be sufficient to arrange 1 transverse tooth. I wish you the best of luck with what you can see. Best regards.
 
Hello, there are obvious errors in the geometric control, I suggest you correct them in the first place. *Besides that, be careful not to make stud beams. Take care to create a frame. *There are 25/60 beams in the middle of the hall, review the architecture. Best regards.
 
Mr. abaci09 ADDITIONAL SUGGESTIONS: 1- Correct the errors in the geometry control 2- Add the earthquake curtains in BOTH DIRECTIONS. (Even if the calculation saves.) 3- Reduce the stud beams (additional formwork plan) 4- If the walls given in red are correct, the walls are out of the beams. formwork plan should be reviewed. 5- Asmonel beams should center the columns. The distance from the column edge should be 32/2=16 cm at most. 6- Walls and live loads on the roof should be reviewed. 7- Is there an elevator tower? 8- Ladder loads should be taken into account. Take it easy Ünver ÖZCAN ATTACHMENT: MOLD PLAN
 
Thanks a lot for the answers. The wall protrusions in the architecture will be canceled. I was curious about a viable project after eliminating minor problems. Frankly, I did not feel very comfortable.
 
If you can fix the obvious errors in the geometry control and get rid of the stud pad beams, it will be feasible. I wish you good work.
 
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