How will the 295 cm console exit solution be?

[bunyam_43]

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with bund Have you done the console beam deflection calculations correctly in the file?

 

[bunyam_43]

friends urgently a project please helpmmmm

 

[Levent Özpak]

Hi, Deflection control can always be made for beams by marking the -Always check deflection condition- line in the Cracked Section/Corrosion Tab, which is one of the features of the beams that you see as risky in your projects. In addition, the deflection and limit values of the beam can be examined in detail in the Deflection / Crack Tab in the Beam Reinforced Concrete dialog. Detection Since the embroidery direction of the K86 beam with its names on the ground floor has changed, it is not always accepted with the K85 beam. (K86 beam is not entered at 920 degrees) The same situation applies to beams K81-K80, K63-K63, K44-K43. Recommendations -Since there is a small angle difference between some cantilever beams and the following beams, these beams are not accepted as continuous. From the Reinforced Concrete/Parameters/General Reinforced Concrete Parameters Dialogue -Accept beams with a small angle difference as continuous- line, by entering an angle value (for example, 5 degrees) these beams can be provided to be continuous. - Since there is no beam in the continuity of the K12 beam, it is recommended to mark the -Always check deflection condition- line in the Cracked Section/Corrosion Tab of the object properties. Good work

 

[bunyam_43]

Thanks for your suggestions, I made the necessary deflection conditions and there was no problem, but for example, does it cause a problem in the k33 beam on the ground floor?

 

[Levent Özpak]

thanks for your suggestions, I made the necessary deflection conditions. There was no problem, but for example, would it cause a problem in the k33 beam on the ground floor? Does the distance there cause a problem in the span or ribs? Is there any deflection calculation on the ribs

If there is no problem when deflection control is performed This data means that there is no problem.Deflection control is performed in ribbed slabs.Information about deflection control can be found in the Ribbed Report.Also, the deflection condition can always be checked for ribbed slabs from the slab properties.

 

[bunyam_43]

Is there a limit on the cantilever beams or does this 280 cm long beam pose a danger, frankly, I have some reservations about this beam and the ribs therein.

 

[Levent Özpak]

Is there a limit on the cantilever beams or does this 280 cm long beam pose a danger? Frankly, I have some reservations about this beam and the ribs there

It is not in the Earthquake Code. .

 

[bunyam_43]

It is suitable for the conditions of leaving closed in the region I am in, ok thank you very much for that time

 

[bunyam_43]

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I fixed those issues but now it gives nd error in the basement. the basement looks delicate even though it is curtained

 

[Levent Özpak]

https://hotfile.com/dl/162895842/d8f7d59/raifiper402072012.ide7.html I solved those problems but now it gives nd error in the basement. The basement looks delicate despite having curtains

There is no problem in the columns in the project you added.

 

[bunyam_43]

It gives an nd error in the basement in the x and y directions while receiving the report.

 

[bunyam_43]

There is no problem in the columns, it just gives an nd error in the x and y directions when getting the report

 

[Levent Özpak]

there is no problem with the columns, it just gives an nd error in the x and y directions when getting the report.

 

[2m proje]

Hello there; I downloaded and analyzed your project and I did not encounter any negative or error messages. Although I received a report using the optional report option, the program did not give any errors. Best regards.

 

[bunyam_43]

thanks, but after i fixed it, it gave an error, basement floor error, i put it as a new link.

 

[bunyam_43]

Hi, I downloaded and analyzed your project and I did not encounter any negative or error messages. Even though I received a report using the optional report option, the program did not show any errors. Regards.

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the system in it also gives an error

 

[bunyam_43]

Hi, I downloaded and analyzed your project and I did not encounter any negative or error messages. Even though I received a report using the optional report option, the program did not show any errors. Regards.

 

[Levent Özpak]

thanks, but after I fixed it, it gave an error, basement floor error, I put it as a new link. I'll add it in my 8th message, now let me add one more thanks

We won't be able to solve your problem like this. Contact us by phone. Phone No= 0(224)220 67 17

 

[2m proje]

Hello there; I downloaded the last project you added. When you want to get a report without analysis, the program gives the error you mentioned, but this error disappears when you analyze it. This means that after you finished the calculation of your project, you made changes in the project that affected the static system, but you did not make analysis+reinforced concrete again. It is not correct to use the program in this way. You should definitely do the analysis again after making changes to the carrier system. Best regards.

 

[bunyam_43]

Thank you very much, yes, the problem was because I did not analyze after making changes.