Is the column layout I placed suitable?

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geylanikiymet

New Member
GOOD DAY I PLACED THE COLUMNS SUCH A MASJID PROJECT PRELIMINARY WORK BUT SHOULD I PUT A COLUMN IN THE SECTION BETWEEN THE WATER? I HAVE NO EXPERIENCE HOW IS THE COLUMN PLACEMENT I DID THANKS IN NOW FOR YOUR HELP
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Re: Column layout Hello Put a column on the bottom of the beam like the column on the top. If you share when the modeling is finished, we will make suggestions for other parties. Unver ÖZCAN
 
Re: Column layout
"unver":3ohd2sof" said:
Hello Put a column on the bottom of the beam like the column on the top. If you share when the modeling is finished, we will suggest other parties. Ünver ÖZCAN
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merhana Thank you very much sir
 
Hello, good day, I continue to do the project, but I have a problem, I get s error and ms error in the beams, I couldn't fix it no matter how much I enlarged, I would be glad if you could help me
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Hi, the corrected project is attached --Check the curtain gaps, there are additional ones, --There are errors in the columns (B), fix it, --For the foundation; HOW TO MODEL A LIFT WELL
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Check it out. Ünver ÖZCAN
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"unver":2cbzmys9" said:
Hello, is this a mosque? Let me correct the coefficients and the project accordingly.
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hello, Mr. Ünver, the lower floor will be a mosque, and the upper floors will be a dormitory
 
Hello, Mr. Ünver, I did not continue because the project changed the architecture, now I started again, I would have a question, when I click on the analysis in the project, I get a warning that the system cannot be resolved, see the geometry control. When I click on the geometry control, I cannot find any error. Thank you in advance.
 
"geylanikiymet":t5b9gqic" said:
Hi, unver sir, I didn't continue because the project changed the architecture, I just started again, I have a question for you when I click on the analysis in the project, I get a warning that the system cannot be resolved, see the geometry control. Thank you in advance
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Hello, the reason for the message "The system cannot be resolved" is that the slab thickness is defined as 70 cm on all floors in ribbed floors such as D3-D4-D6-D7-D8-D9-D10-D11, etc. on the ground floor. ( This value is not compatible with the height of the rib beams and the height of the load-bearing beams.) Some other notes; -It would be appropriate to model the curtains, especially the basement perimeter curtains as shells. -The K27 beam is connected to the P01 and P02 curtain, but the beam is not on the curtain. (K25-26 The same is true for.) Good work
 
"Levent Özpak":1sd7xd8y" said:
"geylanikiymet":1sd7xd8y" said:
Hi, unver, I didn't continue because the project changed the architecture, I just started again, I'm going to have a question for you when I click on analysis in the project, I get a warning that the system cannot be resolved, check the geometry control When I click on the geometry control, I can't find any error. How is the solution to this? Thank you in advance
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Hello, the reason for the "The system cannot be resolved" message is D3-D4-D6-D7-D8-D9-D10-D11 etc. on the ground floor. slab thickness on all floors is 70 cm. definition as. (This value is not compatible with the height of the rib beams and the height of the carrier beams.) Some other notes; -It would be appropriate to model the curtains, especially the basement perimeter curtains, as shells. -K27 beam is connected to curtain P01 and P02, but beam is not on curtain. (The same is true for K25-26.) Good work
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I've been looking since the night, I couldn't solve it, I wonder what the trouble is, it's time to take a break, thank you very much :))
 
"sonsamuray":22h6mr9q" said:
Modelling may actually be different. This is my rough recommendation.
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I will take your suggestions into account, thank you very much, but since the parts I showed will be consoles on the upper floor, I put the curtains instead of the column I marked, as you said, I will try again as you said.
 
"geylanikiymet":1ykx9603" said:
"sonsamurai":1ykx9603" said:
Modelling may actually be different. Roughly my advice.
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I'll take your suggestions into consideration, thank you very much, but since the parts I showed will be consoles on the upper floor, I put curtains instead of the column I took for the sign, I'll try again as you said, as you said it's not acceptable
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If it doesn't spoil the architecture, then this way of additions would be healthier
 
"sonsamuray":dpsd7srr" said:
"geylanikiymet":dpsd7srr" said:
"sonsamuray":dpsd7srr" said:
Modelling may actually be different.Roughly my recommendation. Since the parts will be as consoles on the upper floor, I put the curtains instead of the column I marked, as you said, I will try again as you said
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If it does not spoil the architecture, this way the additions will be healthier
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Thank you very much, I will say this way
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This design is mine. The architecture seems to be given only 1 floor. I hope it didn't affect the situations on the other floors too much. Improve concrete quality. Try not to press the ribs against the long and sloping beams. Add as many curtains as possible. Increase slab loads. Thicken the beams. You can increase the horizontal beams from 32 to 35-40. Increase the height and width of the vertical beams (such as 30/60) Extend the elevator curtains and press the beams appropriately, not at zero distance. Pay attention to the continuities. If possible, change the entrance of the external toilet and make a curtain. otherwise, make a double column (or a door with a gap inside the curtain, if you have to. Good work N. YILMAZ .
 
"NYILMAZ":3ur999c4" said:
This design is mine too. The architecture seems to be given only 1 floor. I hope it didn't affect the situations on the other floors too much. Improve the concrete quality. Try not to press the ribs on the long and slanted beams. Add as many curtains as possible Increase the floor loads. Thicken the beams. You can increase the horizontal beams from 32 to 35-40. Increase the height and width of the vertical beams (such as 30/60) Extend the elevator curtains and press the beams appropriately, not at zero distance. Pay attention to the continuity. Change the entrance and make a curtain. Otherwise, make a double column (I don't know, if you have to, a door with a gap inside the curtain) Good work N. YILMAZ .
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Why don't the ribs work in the short direction on both floors? Is there a special reason why we chose one in the long direction?
 
"NYILMAZ":m6nzpweh" said:
This design is mine too. The architecture seems to be given only 1 floor. I hope it didn't affect the situations on the other floors too much. Improve the concrete quality. Try not to press the ribs on the long and slanted beams. Add as many curtains as possible Increase the floor loads. Thicken the beams. You can increase the horizontal beams from 32 to 35-40. Increase the height and width of the vertical beams (such as 30/60) Extend the elevator curtains and press the beams appropriately, not at zero distance. Pay attention to the continuity. Change the entrance and make a curtain. Otherwise, make a double column (or a door with a gap inside the curtain if you have to). Good work N. YILMAZ Hello, thank you very much, I will consider your suggestions for your interest.
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I can express it like this; Actually, I could do it all in the same direction. I thought so too. I did it just to set an example. Honestly, I was waiting for you to ask this question after I wrote that article. I would be upset if you hadn't asked. :D 1- I made horizontal ribs because the horizontal direction beams are already too long and I didn't want to make them more load-bearing beams. I wanted the shorter beams to carry the loads. 2- Why did I make the vertical ribs like that? The reason for my preference here is that there are two horizontal curtains at the bottom and the lower horizontal beam is preferred as a high beam, not a horizontal one. This is a design choice. Here too, the ribs could be made in the horizontal direction as I mentioned. Beams whose vertical right and left beams also have heights. I hope it was helpful. Best regards..... N. YILMAZ
 
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