Program closing problem while analyzing

B

bha

New Member
Good day, when I analyze the model I have built, the program closes when I come to linear analysis. Is there a problem with the model or the file, I would appreciate it if you could examine it, the file is attached
 
Looking at the 1st floor plan, I am writing the notes: Stair landing slab slab edges do not fit on the beams (did not divide the beams) K46 beam is not attached to the column. When these are corrected, there is no problem in the analysis. Also: d1 slab thickness does not meet the deflection conditions. Ladder loads are not entered into the system. Beam loads under the elevator tower are incorrect Some floor loads and beam loads are incorrect in your project. (k33-34 , D7-13-18-19) TK2 basic description is wrong. I don't think your carrier system is very well chosen. Many of your columns are connected in one direction and not in the other (eg s2-3-14 etc.)
 
Hello. When analyzing, the program throws itself. If there is no space in the building with an elevator pit, there is no problem. I have not encountered such a problem in previous studies. I will be glad if you help. link is below. good work...
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You have stretched another curtain under the P025 and P026 curtains in the Basement Floor, so the program is closed. Check the geometry and you'll see. He's doing analysis.
 
"saridurmus":24azn483" said:
You put another curtain under the P025 and P026 curtains in the Basement Floor, so the program closes. Check the geometry and you'll see. When it's deleted, it analyzes. I brought the existing curtains in the elevator pit to -150 and defined 150 curtains on the facades without curtains. The same problem continued again. I don't understand how you can analyze without any problems. I wonder if it is due to the PC?
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"saridurmus":2oi6crm6" said:
you put curtains on top of each other on the basement floor, I deleted it, and besides that, I fixed the basement curtain's jeans, that's all.
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thank you. good luck to you :)
 
"saridurmus":3k0wuico" said:
you put curtains on top of each other on the basement floor, I deleted it, and I just fixed the elevation of the basement curtain, that's all.
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Shouldn't we have lowered the basement curtain down to the elevator raft?
 
It can be both, since you downloaded it in your solution, that's what I did. There is an elevator type shared in the forum, and you can take it and apply it to your project. Also, you have curtains on the basement floor that do not continue on the upper floor, mark them as "curtains that do not continue on the basement / upstairs, and analyze it that way.
 
"hkaragoz":1rokhhfo" said:
hello. The program throws itself while doing the analysis. If there is no gap in the building with the elevator pit, there is no problem if there is no space. I have not encountered such a problem in my previous studies. I would appreciate it if you could help. The link is below. good work... [url =https://we.tl/fVrohLOrNE]https://we.tl/fVrohLOrNE[/url]
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Hello, -The analysis problem in the project is due to the fact that the P158 and P160 curtains are given a negative upper level equal to the storey height. If the elevations are arranged as -310 cm instead of -330 cm, analysis will be made in the project. Apart from that, curtains are defined on top of each other with the same coordinates as P024 and P025 curtains. - In the program, we recommend modeling the elevator shaft as flat without raising the curtains and raft foundation, and giving the elevator shaft detail separately. url]http://www.idecadsupport.com/forum/viewtopic.php?f=5&t=4426&p=20094&hilit=asans%C3%B6r&sid=60698590c1e1fcf54802a63d4bbff15f#p20094[/url]
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Good work
 
When I analyze the scaffolding drawing, the program closes after analyzing up to a certain part. I don't understand why I always do the same thing, I would appreciate it if you could help me.
 
"erşahinler":1fs1v3zu" said:
when I analyze the scaffolding drawing, the program closes after analyzing up to a certain part. I don't understand why my work is like this all the time. You can assign material in the Slab/Static tab by entering its properties.You should do this for all scaffolds in the project.
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"mertçıngı":2tgj5iaj" said:
closes during analysis
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Redefine the D105 slab at -22 cm level on normal floors. Analysis will be possible in the project. Some notes: -The 2nd basement floor is rigid in your project. Analysis Settings/General Settings I suggest you select "bi-load state calculation method" for "4.8.5 modal calculation methods and calculation of basement buildings" in tab
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-Negative value is entered for beam misalignment in A and J axis Normally, negative value is not entered in this cell. Define the beam openings so that the joint points are formed on the beam. Laying for precise calculation, analysis by reducing the widths of curtain and raft finite elements. I recommend. Good work
 
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