Advice about the project

Re: Error Hello. Since the relative storey drifts are high, add curtains to the X and Y directions. Unver ÖZCAN
 
I added a curtain and I still get the warning of ensure the rigidity Can you help me, I usually get a cutting warning. Although my column beam dimensions are correct, you can find the file from the link.
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Re: I added curtain and still get rigidity warning Hello; First of all, you should correct your incorrect data entries. These errors are the situations that should not be done unless the program warns or solves, unless it is statically forced. I will try to summarize below. 1- By dividing the eaves slabs with the slab edge, you have entered too many parts. In such a structure, all eaves max. You can define it with two tiles. 2- You broke the continuity of your beams on the same axis by giving 5 cm misalignment in each column. Make continuous data entry without misaligning the beams on the same axis. 3- You have a discontinuous cantilever from the corner columns in X and Y directions, continue at least one of the cantilever beams and connect the column to the frame, even in one direction. If you cannot do this, model the inner slab as a suitable thickness and bottom + top reinforcement to meet the conditions of laying without beams. 4- Try to set up simple and clear plans. Note the symmetry. 5- Transfer the two-dimensional drawings you have imported to the Sketch layer and close them while working so that the static elements can be seen more easily and you do not miss anything. If you still get similar errors in your model after doing these: You can increase the column and wall dimensions for the relative storey drift problem, you can increase the beam height, if you are making a building-based interactive solution, you can enlarge your foundation area. You can increase the column and beam widths, increase the concrete quality, and change the column misalignment for the shear safety of the column-beam junction. Best regards.
 
Re: I added a curtain and still get the rigidity warning
"AUGURD":29xflysu" said:
Hi.. When I did the same project in the demo version, I did a problem-free project, but I bought the original version and there are always problems ...
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-In the project you added, there are relative translation problems and column beam joint shear safety problems in Ver 10.14 demo version. Joint shear safety problems in Ver 10.14 were not given in the project error detection list Summary report Column beam joint shear safety report and Column reinforced concrete When the dialog is examined, it can be seen that there are Joint interrupt security problems. -Additional work done in Ver 10.17 and 10.20 versions released after Ver 10.14 are given in the link below.
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Good work
 
Column shear strength shear safety cannot be ensured, no matter what I do, I have already enlarged the sections as much as possible. You can find the project in the link
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Last mistakes Hello, I have come to the end of the project, there are 8 errors left and unfortunately I can't solve the last problems even though I tried everything, please can you help me, I checked item 9, you can make changes on the project. thank you in advance
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Radye Temel Hello, I have solved all the errors of the project, but the tiling still does not provide, I can not see any errors, all the aces are saved, but I could not understand where the error is, I would be glad if you could help me. Only the raft foundation has a problem, it does not improve when I increase the thickness, I get the error insufficient reinforcement
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Radye Foundation Reinforcement Insufficient Hello, the project is considered finished, but although all the reinforcements are provided, I get the error of insufficient reinforcement on the raft foundation, can you help me increase the thickness does not work, where is the error? Thanks in advance
 
Hello
"AUGURD":3mbywmhb" said:
Hello, I think I've reached the end of the project, there are 8 errors left and unfortunately I can't solve the last problems even though I tried everything, please can you help me, I reviewed item 9, you can make changes on the project, thank you in advance
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Click to expand...
Suggestion and project attached.In your last project, there will be no problem if you make raft reinforcement Q18/10 and this reinforcement Q20/10 Also, in your project, there is a column arrangement on top of each other, there is no beam between S10-P16 on the ceiling of the 1st floor, Ünver ÖZCAN
 
project help greetings. I made a semi-basement raft-based cafe project, but I can't fix the column deficiency. it also doesn't show raft drawings
 
Re: project help
"mehdiduman":1p1x8kvs" said:
greetings. I made a cafe project with a semi-basement raft-based cafe, but I can't fix the column deficiency. It also doesn't show the raft drawings
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Hello, -In the project you added There is a lack of reinforcement in the cantilever slab entered with the index S. The project is single storey and the foundation system is continuous foundation -D07 and the adjacent slab D01's reinforcement axis no. 2 are common Arrange additional reinforcements as fi8/15. AS(-) problem will be solved. - Version 8 is not compatible with TBDY2018.
 
Re: project help
"mehdiduman":u7tonfds" said:
I modeled the foundations in the form of rafts in the idecad surname I added, I did not use foundations all the time.
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Can you download the untitledproje.ide85 project file you added and check it again? as follows.
 
"mehdiduman":2meahylh" said:
hello. I made a semi-basement raft-based cafe project, but I can't fix the column deficiency. It also doesn't show the raft drawings
Click to expand...
I added
"mehdiduman":2meahylh" said:
with some changes and the same situation
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Click to expand...
-In the cafe.ide85 project you added; -There is a stapling problem in the columns on the basement floor. The solution to the problem can be increased raft thickness, higher-strength concrete can be used, if the punching problem is in the outer columns and there are no ampathes, ampathes can be made... -Foundation and reinforcements are drawn when the foundation application plan is taken both on the basement floor and on the ground floor. Project notes; -one. the D02 slab in the basement is incorrectly identified and the meshes are not formed correctly. Redefine the flooring. -one. There are no perimeter curtains in the basement. It would be appropriate not to accept the floor as rigid. You can review the item 35 of the frequently asked questions and answers document about B1 weak floor irregularity.
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"unver":1aburki5" said:
Hello
"AUGURD":1aburki5" said:
Hello, I've reached the end of the project, there are 8 errors left and unfortunately I can't solve the last problems even though I tried everything, please can you help me, I checked item 9, you can make changes on the project . Thank you in advance
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Click to expand...
The proposal project is attached. If you make the raft reinforcement Q18/10 and this reinforcement Q20/10 in your last project, there will be no problem. Also in your project, there is a column arrangement on top of each other, there is no beam between S10-P16 on the ceiling of the 1st floor, Ünver ÖZCAN
Click to expand...
Unver, could you please take a look at my post?
 
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