6.0051 VERSION RADIATE BASIC ERROR

Bolvadinim

New Member
6.0051 Version gives faulty reinforcement drawings in raft foundation drawings. Since I have upgraded to the new version, I am supposedly wishing that my projects will be faster and more practical, but I encounter meaningless problems. My projects that I need to train are running very slowly, I am trying to find faults in projects and drawings. The 6.0051 version cannot be transferred to the drawing as it calculates. As a concrete example, the project I modeled in the 5.511 version is drawn correctly in 5.511, while the 6.0051 version draws incorrectly. Below I am adding a simple sample project modeled with both versions. Another problem I encountered is; In the calculation outputs of the 6.0012......6.0051 versions, everything goes well in the project, but when I get the project report (account summary report), a red mark appears, especially in the line of beam shear, curtain shear safety error. not, it is not found in the search.. There is no error in the project, but there are conflicting error reports in the reports..
 
Hello. Your system does not fully comply with the rules of entering data. If your aim was to design a beamless raft; You will not constantly enter the base in the system. It is enough to turn around the building with the edge of the raft slab and then you will define a single raft slab. If you want to equip the raft with more than one reinforcement, you need to define the required number of calculation axes and adjust the working distances. If your aim was to design a rafter raft; You have to connect all your columns with the foundation at all times. For raft eyes, instead of top flat-bottom flat reinforcement design, as a rule of the program, you need to design flat+pile for now. It is difficult to say the reason for the difference between 6.0012 and 6.0051 without examining the project. In such cases, you can get technical support directly by sending your project to destek@ideyapi.com.tr. Good work...
 
I think you have considered modeling your project as a rafter raft. In this case, you should define a raft slab between all beams after the foundation model in your example is turned with the continuous foundation, including the outer columns. The modeled version of your example is attached. Good luck with.
 
Hello, Thank you for your attention.. In the project that I have added, I have created a (mixed foundation) model in a sense, with a flat reinforcement design at the top and bottom, by laying continuous beams and rafts in the middle of the building and semi-beamless rafts in the edges. I solved it with 5.511 in the old version, then I solved it in the new version 6.051. Although the basic model in the two versions was the same, the drawings were different, I wanted to emphasize this point first. I sent the project related to the subject to IdeYapı Technical Service.
 
IN ideCAD, REINFORCEMENT PLACEMENT CANNOT BE FLAT LOWER FLAT ON BEAM RADIES. YOU MUST CHOOSE FLAT PLUS PILLE. THIS RULE APPLIES TO BOTH 5 AND 6.
 
Change--->Object Edit----->Slab----->Reinforced Concrete Calculation Axis Edit can be selected by clicking on the calculation axis separately on the slab + flat+pile can be selected.
 
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