Advice about the project

[AUGURD]

Project Errors Hello After the project was finished, the ground report came and I made the ground class from zd to ze and there were 30-35 errors in the project, where is the problem? Is it normal for the floor class to affect this much? There are stubs in my project, what is your advice about them? Can I remove a 30 cm wide column in the attic on a 30 cm thick curtain, is it a problem? Project:

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[nurgulkaya]

Hello there; There may be serious differences between ZE and ZD in buildings whose periods are close to corner periods as per TBDY 2018. In your project, reinforced concrete columns and curtains on the top floor are not connected to each other by any structural element that will provide load flow and stability. If you have a missing model on the top floor, complete it. This will reduce the problem. You can go up the column on the curtain on the top floor. Also check for geometry errors in your project.

 

[emresezer]

Beamless flooring suggestions for a 2-storey villa I'm thinking of making the carrier system as beamless flooring for the b+z+1n-floor villa, whose design is my own. I would appreciate it if you would review the attached project and share my mistakes and any suggestions.

 

[unver]

Re: Beamless flooring suggestions for a 2-storey villa Hello Is there a special occasion? You calculate according to TDY2007. If there is no special situation, you should calculate according to TBDY2018. My suggestion is to do this project after reviewing the beamless flooring projects shared in the Forum. Unver ÖZCAN

 

[emresezer]

Re: Beamless flooring suggestions for a 2-storey villa No, no static calculations have been made in the project yet. I just placed static elements. I want a static evaluation. For example, is there an element that I need to define separately for the solution without beams? For example, a very weak area is formed above the entrance door due to the stairwell. Should I implement a solution there? many things are on my mind.

 

[musfur21]

Re: Beamless flooring suggestions for a 2-storey villa

Hello Are you in a special situation? You are making calculations according to TDY2007. Unver ÖZCAN

Unver, can you take a look at my project, please. He doesn't see the slabs after analyzing. Also, when analyzing, he says something like "network could not be created for those slabs."

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[musfur21]

Can anyone fix the errors in my project? Hello brothers and sisters. I can't fix the errors in my project. Can you help me?

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[musfur21]

Re: Can anyone fix the errors in my project?

Hello brothers and sisters. I can't fix the errors in my project. Can you help?

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[YasinTezel]

Hello - I think your first project, watch our reinforced concrete trainings published on Youtube from start to finish.

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-When creating the model, first start with the axles. Try to draw curtains, columns and beams based on axis intersections. This prevents you from making mistakes. -There are minor glitches because you have not used any axles in your project. Since your project is a large-scale project, it is also difficult to notice. It is more important to use axles in large projects. -Do not activate the advanced capture feature all the time. Use when necessary (activate by pressing the CTRL key). When advanced capture is active, you can capture a different point without realizing it. You may have problems with column and beam connections. -Because you are making a superstructure interactive solution, you must define the entire base system. I have identified the missing continuous bases. -You should also change the elevations of the continuous foundations under the curtains you give jeans to -150. I fixed the jeans. -Use the tile edge command when defining the landing. If there are large gaps, choose the tile edge. For chimney/shaft gaps in the middle of the floor, it would be more appropriate to use the floor space command. -I made the eaves a little bigger for the stapling problem in the flooring above the stairwell on the roof. It was a problem because the columns were left from the zero of the slab. -2.I defined a beam for the staircase in the basement, otherwise the floor works like a big console. I recommend that you continue this way. -There have been times when I deleted tiles and redefined them. Check the nomenclatures and payloads. You can see the minimum slab thickness you can use in the slab thickness control report.

 

[musfur21]

Hello -I think it's your first project, watch our reinforced concrete tutorials on Youtube

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-When creating the model, start with the axis first. Try to draw the curtains, columns and beams depending on the axis intersections. This prevents you from making mistakes. -There are minor deviations because you do not use any axles in your project. Your project is a large project It is also difficult to notice because it is difficult to notice. It is more important to use axles in large projects. -Do not activate the advanced snapping feature all the time. Use it when necessary (Activate it by pressing the CTRL key.) When the advanced capture is active, you can catch a different point without realizing it. You may have problems with column, beam connections -Since you are making an interactive solution for the superstructure, you must define the entire foundation system.I have defined the missing continuous foundations. You should change it to 50. I fixed the jeans. -Use the tile edge command when defining the landing. If there are large gaps, choose the tile edge. For chimney/shaft gaps in the middle of the floor, it would be more appropriate to use the floor space command. -I made the eaves a little bigger for the stapling problem in the flooring above the stairwell on the roof. It was a problem because the columns were left from the zero of the slab. -2.I defined a beam for the staircase in the basement, otherwise the floor works like a big console. I recommend that you continue this way. -There have been times when I deleted tiles and redefined them. Check the nomenclatures and payloads. You can see the minimum slab thickness you can use in the slab thickness control report.

Brother, first of all, thank you very much. Yes, it's my first project I watched the videos on Youtube before the project, but I guess I didn't learn enough. -Brother, I imported the axles from autocad because as you can see, the axles were curved and I couldn't make them. -The TK40 foundation does not merge with the TK36 foundation, but when viewed from the solid model, because the TK36 level is below. Will it cause any problems for the TK40 to be exposed? -Finally, where can I access the slab thickness control report, brother?

 

[YasinTezel]

-Brother, I imported the axles from autocad because as you can see, the axles were curved and I couldn't make them.

After entering the axle command, use the space bar or "Change axis drawing type" command in the Ax toolbar. You can switch between Horizontal, Vertical and Inclined axis types by clicking on them. When you switch to the inclined axis type, you can define an inclined axis at the same angle by clicking the 1st and 2nd end of the inclined axis line on the base you get from Autocad.

- The TK40 foundation does not merge with the TK36 foundation, but when viewed from the solid model because the TK36 level is below. Will it cause any problems for the TK40 to be exposed? -Finally, where can I access the slab thickness control report, brother?

-The TK40 continuous foundation is stuck in the P05 Curtain. The TK36 will be under it as it is the base of the P5 perk. This way there is no problem right. Switch to the Reports tab and click on the Tile report. Click on Index and when you click on the report title you want, you will switch to that report.

 

[mühendix]

SCHOOL PROJECT HELP GOOD STUDIES I WILL SOLVE THE SCHOOL PROJECT FOR THE FIRST TIME. DO I HAVE ERRORS IN DATA ENTRY? DO YOU HAVE ANY SUGGESTIONS ON HOW TO FIX PROJECT ERRORS? THANKS FOR YOUR HELP

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[Emrah YILDIZ]

Re: SCHOOL PROJECT HELP Hello, you have arranged the Analysis settings wizard according to DD=1. Since your structure is in DTS1a category but BYS=6, you can make an account with DD=2 according to Table 3.4. Also, based on TBDY 2018 Article 3.3.1.1, you should not accept the basement as rigid. Good work.

 

[musfur21]

-Brother, I imported the axles from autocad because as you can see, the axles were curved and I couldn't make them.

After entering the axis command, you can switch between Horizontal, Vertical and Inclined axis types, respectively, with the space bar or by clicking the "Change axis drawing type" command in the Ax toolbar. When you switch to the inclined axis type, you can define an inclined axis at the same angle by clicking the 1st and 2nd end of the inclined axis line on the base you received from Autocad.

-When the TK40 foundation does not merge with the TK36 foundation, when viewed from the solid model because the TK36 level is below. Will it cause any problems for the TK40 to be exposed? -Finally, where can I access the slab thickness control report, brother?

-TK40 continuous base is stuck in P05 Curtain. TK36 will be under P5 as it is base on perch. That's right. No problem. Switch to Reports tab and click Tile report. Click Index and when you click on the report title you want, you will switch to that report.

Thank you I do

 

[unver]

Re: SCHOOL PROJECT HELP Hello Additionally; Make the stair support and take the finite element widths of the curtains to 0.25 m and make a SEMI-RIGID solution since there is A3 irregularity in the building. Unver ÖZCAN

 

[cvlngnr]

Hello, in my project, while the column reinforcements on the ground and 1st floor were normal, the vertical reinforcements on the basement floor were almost doubled, I would appreciate if you could help me about the reason.

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[Emrah YILDIZ]

Hello, in my project, while the column reinforcements on the ground and 1st floor were normal, the vertical reinforcements on the basement floor were more than doubled, I would appreciate if you could help me explain why. tl/t-ect3TkLHCC]https://we.tl/t-ect3TkLHCC[/url]

Hello, Hello, Your basement floor column effects are increasing due to the internal force increases applied in transition floors with TBDY 2018. Some notes about the project : -It would be appropriate not to accept the flooded solid as diaphragm formation in the project. For example 25 cm) Good work.

 

[HakanŞahin]

Due to the rigid basement effect in the basement, there is an increase in the column design moments compared to the upper floor. We can see this if we examine the moment diagrams for column S1: Possible solutions: 1. If you want to reduce the column pursantages, you can increase the column dimensions. 2. Since there is no diaphragm in the basement where the basement walls are, it would be appropriate not to define it as a rigid basement anyway. (Floor In general, you can uncheck RijitX and RijitY.) 3. Alternatively, you can separate the basement walls with joints instead of joining them to columns. Provided that they are built with joints in place, you may not enter the walls connected to the columns, that is, to the structure. Thus, the floor where the basement curtains are located will not be a rigid basement floor.

 

[cvlngnr]

Hi, in my project, while the column reinforcements on the ground and first floors were normal, the vertical reinforcements on the basement floor were almost doubled, if you can help me about the cause. I'm glad.

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Hello, Hello, With TBDY 2018, due to the internal force increases applied in the transition floors, the basement floor your colonic effects are increasing. Some notes about the project: -Because there is no diaphragm formation in the flooded solid in the project, it would be appropriate not to accept it as rigid. - Apply 4/5R for X direction is marked in the analysis settings. It doesn't need to be marked. -In the final analysis, we recommend that the slab, curtain and raft finite element widths be reduced and analyzed. (For example, 25 cm) Good work.

Emrah YILDIZ First of all, thank you for your attention, when I took action in line with your suggestions, the problem was solved. I wish you good work.

 

[cvlngnr]

There is an increase in the column design moments in the basement floor compared to the upper floor due to the rigid basement effect. If we examine the moment diagrams for the S1 column, we can see this: Possible solutions: 1. If you want to reduce the column margins, you can increase the column dimensions. 2. Since there is no diaphragm in the basement where the basement walls are located, it would be appropriate not to define it as a rigid basement anyway (You can remove the RigidX and RigidY ticks for the floor.) 3. Alternatively, you can separate the basement walls with joints instead of joining them to the columns. Thus, the floor where the basement curtains are located will not be a rigid basement floor.