The project does not save. I'm getting too many B errors on columns

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evanes07

New Member
have a nice day; There are too many errors in the project I have taken, the foundation does not save, there are too many B errors in the columns, and there are too many M errors in the beams... I got the beam loads on average 0.7 for 20 cm pumice wall, I got an average of 0.4 for 10 cm pumice inner walls, plasters 2 cm, I wonder if I bought it high? For the slabs hollow material pumice briquette, I added 0.35 and got 0.5 coating load. I wonder if I took that too much? Or is it difficult to place the ribs? When fully rigid, analysis takes 14 seconds, when semi-rigid dissolves, it takes 4 minutes... is semi-rigid mandatory according to the new regulation? I would appreciate if you could help..
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Re: the project does not save.. Hello, You have made all the beams 30/32 and you are getting the error of insufficient M (max pursantaj) in cross section because of this. I recommend making joists with walls underneath like a deep joist 30/60. If you can't do deep beams, min. Make 60/32, you can try modeling it like 40/32 on stud beams. You have studded the beam to make K40 , K41 , K43 and K44 beams perpendicular. Since it stays in the slab, you can connect it diagonally to the column, this will be more convenient. Check the attached document for B errors (column beam joint safety). These errors will decrease when you increase the beam widths. We recommend that you make a semi-rigid solution in rib slabs, this will become mandatory with the new regulation.
 
Re: the project does not save.. Hello, my additional suggestions; -- Add an earthquake curtain, which has a very high floor offset on the ground, 1, 2, 3 floors as a result of the calculation, -- K34-35 beams connected to the P1 and P2 curtains come in the middle of the stairs, you cannot go upstairs, check it out, (my suggestion is that the K05, K30 beam is attached to the staircase) make it inclined properly, remove the beams K34, K35) -- Brace the ladder and solve it together, -- Where will the ribs of the D59-D70 slabs be supported? If it is as in the formwork plan, the floors will be demolished. Turn These Ribs, Unver ÖZCAN
 
Re: the project does not save.. Thanks a lot for the answers..I fixed almost all the mistakes..but when I crossed the upper beam for the basement, the raft failed because of that area..how can we fix it? And there was only one column B error in the basement, and I couldn't fix it... Also, are the beam and floor loads generally correct? In the extra ground floor plan, there is the architectural normal floor plan on the left. Can we model the area where the column giving B error is different? I have a question, would it be worse if we turn the ribs of the tiles on the right in the Y direction? Also, when I sent the project last time, the rar state was 17 gb, this time it was 70-odd gb, I'm sorry, I don't understand why this happened. .file.tc/server/n0pqw0/sahmuz ... 2.rar.html[/url]
 
I was very surprised when the project you sent said 76 mb Gb in a 101 megabyte zip file. At first, I opened the project with ide 8.62. I said compress it and save it as 1.27 megabytes. I guess it has something to do with the version. When the ide recorded with 8.62, it became 29.8 megabytes. - my advice is to reduce the architectural bases to the minimum size. so the size of the model file will be less as well. Also, the program will slow down less. in this you have to scan, furnish, even clean the axles. Finally, use the purge command. I enter the axles separately at once. I then trim all columns according to the axle. I'm uploading a sample base to the attachments, I made an analysis on idecad 8.62 and got another BBG error. When we look at the architecture, I think we cannot enlarge the s17 column in the y direction. d32, d77 tiles, that is... you will look at the trial and error analysis results. this time, there may be a bbg error in the s17 column in the x direction. Try replacing tiles one by one.
 
Thanks.. I just typed it wrong mb. Are the loads consistent? When I get the extra quantity, it gives rib and cassette quantities, but it does not give the slab quantity? Can we have a look at this?
 
Can I get an answer from the admin, please? I don't understand why I didn't get an answer... there is nothing strange in the question I asked..
 
Good evening guys. I would like to ask a question independent of the subject: I want to draw a static project in another city other than the city I live in. Can I have the static project review phase reviewed by the municipality and imo of my city and get approval? I have never done a project drawing outside the city before. Thank you in advance for your valuable reply.
 
"altnhsn":2yhjjrrz" said:
Good evening guys. I want to ask a question independent of the subject: I want to draw a static project in another city other than my city, can I have the static project review phase reviewed by the municipality and imo of my city and get approval. I didn't draw a project outside the city before. Thank you in advance for your valuable answer.
Click to expand...
You need to ask the municipality directly... If you don't have to go, I guess they will give you the necessary information over the phone if you call and talk properly.
 
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