Moving the center of mass and stiffness to the lower left

[Levent Özpak]

You can refer to the attached link about the typical floor beam. I think it will solve your problem.

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thanks for your interest, but I don't have a problem with typical beam detection. In the idecad geometric check, it says that the typical beam definition of rib slab is incorrect, but it does not show which slab the error is. I've already defined typical beams for all slabs, all with the same continuity.

The N49 slab seems to be a faulty formation. Select the relevant line in the dialog in the geometry control and click the "select object" button in the lower left corner. Delete the object by pressing the delete key on the keyboard. Some other findings; K071 beam on normal floors is not connected to S031 column. -The plate thickness of some ribbed floors is 20 cm. Good work

 

[statikçim]

You can refer to the attached link about tiling typical beam. I think it will solve your problem.

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thanks for your attention, but I don't have a problem with typical beam determination. In idecad geometric control it says Rib slab typical beam definition is wrong but it doesn't show which slab the error is. I have already defined typical beams for all slabs and they are all the same continuity.

The N49 tile seems to be a faulty formation. Select the relevant line in the dialog in the geometry control and click the "select object" button in the lower left corner. From the keyboard Delete the object by pressing the delete key Some other determinations: K071 beam on normal floors does not connect to S031 column. -Plate thickness of some ribbed floors I entered 20 cm. Good work

Thank you very much Mr. Levent. As a result of your advice, "Rib slab typical beam identification error" has disappeared. but my big problem still stands. I could not find a solution to the fault of weak floor and lack of reinforcement. I looked at the texts in the address line you mentioned, but I couldn't find a solution. I need your help on this as well. Thanks, the latest version of the project is below

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[Levent Özpak]

Mr. Levent, thank you very much. As a result of your advice, "Rib slab typical beam definition error" has been eliminated. But my big problem is still there. I couldn't find a solution to weak floor error and lack of reinforcement. I searched the address line, but I couldn't find a solution. I need your help in this regard. Thank you

-There are columns and curtains that are not connected to rigid diaphragms on the shop floor. In order to include these elements in the effective shear area, by calculating the element cross-sectional areas, Analysis/Floor parameters/ In the Irregularities tab, additional values can be entered in the relevant columns. -For the stapling problem in the columns, the thickness of the raft slab can be increased, the concrete strength can be increased, etc. -For the deflection problem in the ribbed floors, the direction of the rib can be changed, the rib beam height can be increased b..(For some floors, rib plate thickness can be 20 cm entered.) - AS(-) problem in K092 beam is insufficiency of stirrups n originates. In the Kiriş Betonerme dialog, the confinement zone increases the stirrup spacing to 10 cm. the problem is solved if you edit it as ) -The problem of KAS(-) on the screen is due to the lack of stirrups. If analysis is made by selecting larger stirrup diameters for shear horizontal reinforcements from the reinforcement selection dialog, the problem is solved. Good work

 

[statikçim]

Thank you very much for your answers, Mr. Levent. Thanks to you, I have increased the number of errors to a very small number by applying what I understand. but I could not do it even though you mentioned the following problems

-There are columns and curtains on the shop floor that are not connected to rigid diaphragms. In order to include these elements in the effective cutting area, the element cross-sectional areas can be calculated and entered as additional values in the relevant columns in the Analysis / Floor parameters / Irregularities tab.

You said that there are columns and curtains on the shop floor that cannot be attached to the rigid diaphragm (ie the floor?). which ones are these? Is it sufficient to connect it to the rigid diaphragm only from one side? Could you please tell me the Awx and Agx values of only one place in this cross-sectional area calculation?

-The AS(-) problem in the beam K092 is due to the lack of stirrups. If you set the stirrup spacing as 10 cm in the Beam Reinforced Concrete dialog, the problem is solved)

here only the reinforcement settings of the relevant beam and the wrapping Where do I change the range of the region?

-The problem of KAS(-) on the screen is due to the lack of stirrups. If analysis is made by selecting larger stirrup diameters for shear wall reinforcements from the reinforcement selection dialog, the problem is solved.

Here again, how do I change the reinforcement settings of the faulty shear wall? Sorry I asked for a lot...

 

[Levent Özpak]

you said that there are columns and curtains on the shop floor that cannot be attached to the rigid diaphragm (ie the floor?), which ones are they?

Elements that are not attached to the rigid diaphragm can be seen in the Element Information Static Results reports.

could you please tell me the Awx and Agx values of only one place in this cross-sectional area calculation?

Please examine the notations in the Symbols page and item 2.3.2.3 given at the beginning of the Earthquake Regulation Chapter 2. Also, by pressing the F1 key in the Analysis / Floor Parameters dialog When you open the help dialog, you can find detailed information on the subject

where can I change only the reinforcement settings of the relevant beam and the spacing of the confinement zone?

It can be changed from the transverse tab of the Reinforced Concrete Design/Beam dialog.

again, how do I change the reinforcement settings of the only faulty shear here?

You can mark larger reinforcement diameters for horizontal reinforcements and perform analysis in the Shear Tab of the Reinforced Concrete Design / Rebar Selection Dialog.