node problem

Y

yılmaz polat

New Member
good work. I am waiting for urgent help from idecad officials and friends in the forum. Is there any mistake in the project according to you? There is no problem in geometry control, but I think that the nodes are not formed properly? Other than that, do I have anything missing? I am waiting for an urgent response especially from idecad officials.
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çelebi_16.03.rar.html
 
Hello, In general, there is no problem with object connections. In which element connections did you detect problems? Notes; Single console slab without continuity of D08 slab on normal floors. Therefore, in the static reinforced concrete tab of the properties of the K34 beam, where the calculation axis of the cantilever reinforcement no. 2 coincides, mark the line -This beam bears the console floor-. The heights of the P03-P04 and P05-P06 panels on the ground floor are different. You can put columns at the intersection points to solve together in the analysis model. After data entry, you can check in the document linked below in your project.
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Types A1 and B2 irregularities are irregularities related to the selection Reason of calculation method. When the dynamic analysis is made according to the Earthquake Code, these irregularities are not valid. TDY 2007 item 2.3.2.1 and Table 2.6
 
Sir, first of all, thank you very much. it does not create a 3D image after analysis for me. while recording, it records in about 20 seconds (I think it's related to the computer system). another is ladder deformation not visible in 3D image. For these reasons, I thought it was a problem.
 
"yilmaz polat":kx2afetb" said:
levent, first of all, thank you very much. I do not create a 3D image after the analysis. It also records in about 20 seconds while recording (I think it is related to the computer system). For these reasons, I thought it was a problem.
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Stair supports do not appear in general deformation because they are not arranged together with the structure according to solution conditions.For other cases
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