Advice about the project

Re: INSUFFICIENT RAFT REINFORCEMENT IN 2 STOREY BUILDING If you solve the superstructure interactively, there is no problem, but are you sure about the bed coefficient? It was too much according to the general formula.
 
Re: INSUFFICIENT RAFT REINFORCEMENT IN 2 STOREY BUILDING BED COEFFICIENT IS NOT CORRECT FLOOR VALUES ARE ENTERED APPROXIMATELY. ADDITIONAL REINFORCEMENTS WHEN I MAKE 32 SIZE 5 CM GAP BY HANDS IN 4 PLACES, IT CORRECTS WHEN I ENTER AND IT DOESN'T COMPLY WITH THE REGULATIONS. SUPERSTRUCTURE INTERACTIVE EXPERIENCE . WELL, NEARLY 50 TONS OF REINFORCEMENT D-Isn't it MORE, THE FLOOR IS BAD FOR THIS 2-STOREY BUILDING AND BKS 1 OK BUT IT SHOULD BE VERY MUCH TO ME. AM I WRONG ?
 
Re: INSUFFICIENT RAFT REINFORCEMENT IN 2 STOREY BUILDING
"@HRS0571":rki5pp4d" said:
I MADE THE BASIC HEIGHT EVEN 80 CM IN THIS 2-STORY BUILDING, EVEN INSUFFICIENT REINFORCEMENT ERROR CONTINUES. IS NOT THAT MUCH REINFORCEMENT IN SUCH A BUILDING?
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[/url]IZ.ide10. In your project -Evaluate the "Superstructure interactive" solution option in the Analysis Settings / Foundation-Soil tab. -Evaluate the analysis results according to the "Enlarge the connection area" option in the Analysis Settings / Foundation Ground Tab. -When the General Report of the Earthquake Regulation is examined, "4" in the Analysis Settings / TDY Options tab. It seems that there is no need to mark the line "Apply /5R". When a solution is made according to the above-mentioned suggestions, the problem of insufficient reinforcement on the raft foundation is solved. The main reinforcements are working at minimum.
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Friends, I will need your comments too, basement+z+3 corner columns 30*35 project Dts2 basement curtain has 2 sides room windows all columns are almost unconnected can we accept this project as beamed floor the program did not give any errors solved with C30 concrete
 
"rcp52":1upblk38" said:
Friends, I will need your comments, a project that I added a picture for came to me as approval. Can we accept it as a beamed slab, the program did not give any errors, it was solved with C30 concrete
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Where and when did this project get approval? What do you want to do? Ünver ÖZCAN
 
"rcp52":2gmur2s8" said:
Friends, I will need your comments, a project that I added a picture came to me as a confirmation. Bodrum+z+3 corner columns 30*35 project Dts2 basement curtain has 2 sides, room windows, all columns are almost unconnected to each other. Can we accept it as a beamed slab, the program did not give any errors, it was solved with C30 concrete
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Hello, -If the slabs are connected directly to the columns, it would be appropriate to choose the slab type as beamless slab.In this case, as stated in TBDY 2018 article 4.3.4.4, the earthquake forces must be met. There must be carrier system curtains that continue on all floors in both directions. -The choice of flooring type is under the control of the user in the TBDY 2018 wizard in the program. "Beamed or Cassette Slabs" may be selected by the user. -Additionally, TBDY 2018 7.11.5 in non-beam flooring systems, 7.11.6, 7.11.7, 7.11.8, 7.11.9, 7.11.10, 7.11.11, 7.11.12, 7.11.13 staple on non-beamed slabs and slab foundations clamping control and stapling equipment application are under user control. You can review the program's regulation compliance document.
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Thank you for your comment, Mr. Levent, since the frame is not formed, we solve the system as without beams and control the overturning moment of the curtains, I thought with the same logic, since the project designer made the frame from the outside, he solved the system as semi-rigid with beams.
 
Project advice Hello, I would like to share with you the first simple project I drew with IdeCAD, and I am waiting for your advice on the missing points. The Idecad version I use is the v10 demo version. When I leave the foundation at 40 cm, I get a stapling error and this error is eliminated at 60 cm. What is the relation of the punching effect with the foundation?
 
Edit the TBDY 2018 wizard according to your project. For example; You have defined unidirectional gear flooring in the project. In the TBDY wizard, slab type 'beamed and cassette slabs are selected' Ductility level is mixed, but there is no structural system curtain in the structure. To solve the unidirectional threaded floor type, please review TBDY 2018 item 4.3.4.3 item 4.3.4.6 Table 4.1 and other regulations. Please review the TBDY 2018 regulation in general. You can also benefit from training videos on this subject.
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Stapling when raft height increases Increases circumference and endurance. You can find detailed information about the subject in reinforced concrete books.
 
Good day to take it easy. I could not solve the column-beam cutting safety problem on the balconies in the corners, I turned it into a curtain, but can you help me solve it as a column. Thanks
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"batuhann28522":330wpnga" said:
Have a nice day.I couldn't solve the column-beam cutting safety problem on the balconies on the corners, I turned it into a curtain, but can you help with the solution as a column. Thank you
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Hi, TBDY 30/100 rectangular curtains (P11-12-13) do not provide the 1/6 aspect ratio It must be entered as a column according to 2018. For the solution of the column beam joint shear safety problem, you can review the frequently asked questions document item 9.
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Good work
 
"Levent Özpak":3n0z1etp" said:
Hello, since 30/100 size rectangular curtains (P11-12-13) do not provide 1/6 aspect ratio, they must be entered as columns according to TBDY 2018. Solving the column beam connection shear safety problem For frequently asked questions document, you can review item 9.
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Good work
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Thanks for your interest. security problem solving options, but I was not successful, could you please take a look at the attached project
 
PROJECT DUCTILITY LEVEL HOW CAN I FIX THE DEFAULTS IN THE PROJECT? IT GIVES HIGH DUCTILITY LEVEL ERROR IF YOU CAN HELP ME I UPLOAD THE FILE, THANK YOU NOW
 
Re: PROJECT DUCTILITY LEVEL Hello In your project, the upper floors are modeled as rib slabs. In these floors, you have made the beam height 55 cm and the rib floor tooth height 35 cm. If you can make the rafters 55 cm. You can turn floors into slabs. Rib tiled Ductility level In mixed structural systems, you must meet the condition Total Mdev >= 0.75 Mo. In your project, this ratio is around 0.24. It is difficult to obtain this ratio. You cannot solve the project as a rib. My advice is to plate the floors. Select High ductility level A15 in X and Y direction in TBDY 2018 Analysis settings. Column beam joint shear safety problems will arise. (B) For the solution of their problems, see item 9 explained in the link below.
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project errors I want to ask a question there is an emergency but the file is very large, the maximum allowed size is 4 MiB. this error appears, it does not accept zip, what can I do?
 
Re: project errors
"pelinagcan":w8us3u3x" said:
I want to ask a question, there is an emergency, but the file is too big, the maximum allowed size is 4 MiB. This error is not accepted in the zip. I can
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Could you upload the project file to a site such as
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etc. and give detailed information about the problem? (In the pdf file you attached, only the ground have values)
 
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