There is under-section, excessive values or reinforcement

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omeragar04

New Member
The project that I solved in ide 8.5 gives a lot of errors in v10. No matter what I did I couldn't save it. I didn't know where I was doing wrong. Can you help me please.
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"omeragar04":9lc2b0w0" said:
The project I solved in 8.5 gives too many errors in v10. I couldn't save it no matter what I did. I didn't know where I was making a mistake. Could you please help.
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Hello, -Your project is being analyzed according to TBDY 2018. The errors in the analysis are normal. Ver 8.62 version is compatible with TBDY 2007. The results of two different regulations In addition, many possibilities have been added and many improvements have been made compared to version 8, except for the regulation change in version 10. Important Warnings -In the project you added, the building height class BYS= 1. Structures with BYS=1 in TBDY 2018 are subject to "Design supervision and control" service. You need to consult with a design supervisor who has a certificate of authority. -Prevention of migration and Controlled Damage Performance Targets in high-rise buildings, which are included in TBDY 13.6 Design phase III in the program. Evaluate by shapeshift for me and design" is not implemented in ideCAD Static IDS v10. Some determinations and suggestions for data entry in the project are as follows; - In the TBDY wizard, it would be appropriate to select the carrier system type A15 in both directions. -Model the curtains as shells. -The cross section shape is UTL etc. It would be appropriate to model the carrier system curtains as group curtains.
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-Soil Class ZE type is a very weak ground. Even the preliminary design of a building with BYS=1 in this soil type is very difficult to analyze. -Review the warnings in the geometry control. -We recommend modeling the elevator shaft as flat.
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Good work
 
First of all, thank you for checking and replying. We do not have any problems with the ground, as the ground has already been strengthened. Two years ago, the plaque was dissolved and the license was obtained, they want the building to be resolved as cork flooring with beams and the license to be renewed. Since I worked at the construction site during this period, I did not solve any projects according to the new regulation. That being the case, I wanted to control what kind of change would happen in the sections. I guess I need to get help from somewhere. Thank you for your interest.
 
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