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project assistance
- Thread starter lokmanaga
- Start date
Levent Özpak
New Member
Hello, The rigid basement floor number -3 must be entered in your project. The attached document on column beam joint safety may be useful. Good work
Levent Özpak
New Member
Since there are no perimeter curtains on the 2nd basement floor, the floor is not considered rigid. In its settings, it says -2 in front of the 2nd basement floor. Therefore, the upper rigid floor number must be entered -3. You can reduce it if the foundation provides less height."lokmanaga":36q2hqa9" said:There are 2 basement floors, but the rigid basement floor number should be -3 and the height of the raft on the ground is not high, e.g. Isn't the floor not high
Mr. Lokmanaga My suggestions for the project. 1- Economic recommendation, remove the short side of the columns from 25 cm to at least 30 cm. basically the stapling problem is reduced. You can reduce the foundation thickness. 2- Additional MOLD PL error1. remove the hollow floor inside the elevator curtain. error2. Give the beams stepping from column to column with a single name. The K310 beam sticks into a rib beam of less height. It is not usually done in practice. If you look at the details it is wrong. In such joints, it will be correct if the beam heights are the same or the inserted beam height is less. error4. error2 status error5. the rib beams should center the columns as much as possible. error6. it saves statically but; ribs should be loaded on short beams error7. if loaded on short beams with ribs; Elevator curtain ribs can be lifted, K344 can be lifted. It should be avoided to overlap the beams as in this section. 2- It would be better to enlarge the foundation 50 cm or a little more outside the columns in the raft foundation to spread the load on the ground. 3- If you solve the superstructure interactive and semi-rigid diaphragm, more economical results will be obtained. 4- I would make 25/40 beams at least 25/50 5- The wall loads on the beam including the attic floor 6th floor are the same. wall loads and live loads due to the wall on the rib should be checked 6- close the front of the ribs by placing 10/32 ribs in the mold plan and give type details 7- Fix the errors in the columns (B) Take it easy Ünver ÖZCAN
Thank you, Unver, there are many details that I did not pay attention to while modeling, I made some adaptations about your recommendations, the system became a little more relaxed, but I could not analyze semi-rigid, the software freezes, and I wonder what will happen when I try it. Good work
duraninşaat
New Member
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hello Friends, I'm new to the profession and I can say that I got my first big job in terms of my region. I will briefly talk about my project in the project, according to the request of the owner, I created the project with the foundation form, which we call lame foundation, so to speak, we will use steel profiles on the roof in the form of semi-basement + ground + 3 floors and roof, so I only continued the columns on the roof (I continued by calculating the 33% roof slope. columns ), the region I am in, the 1st degree earthquake zone, the ground class CZ4, other data are already available in the analysis settings. However, now my question or my purpose in asking for help: Maybe my elders also lived while I was at the beginning of the road like Bnm, I wonder if I have any deficiencies or mistakes in this project. I wonder if there are any deficiencies.. I am sending this project with the thought that you, forum members, will help this colleague like bnm, who is just at the beginning of the road. I don't have any errors as a result of the analysis in my project, but I am waiting for suggestions or recommendations, if there is any friend who can help me, after reviewing my project. Then I will be very happy at least If there is something that I missed or overlooked, it reminds or advises. Thanks in advance to all of you...