Error during Analysis and Some deficiencies

[civilman]

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When I delete the place where I got the short phrase error, I cannot assign a french balcony. When the analysis is done according to semi-rigid, it does not give an error. My own deficiencies and mistakes that I can correct: First of all, I did not complete the load and ladder entries. As 20-30 beams, I entered 20-30 beams to the place where they will return, albeit incorrectly

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[Levent Özpak]

Hello, The reason for the problem you encounter in the analysis according to the semi-rigid diaphragm option is that the nodal point of the right slab edge of the D42 slab does not occur at the point where it connects to the K47 beam. (The short object warning is given for the 4 mm long tile edge drawn to form the D19 tile and does not affect the analysis.) Other Notes: ST9-TK258-TK 256 continuous foundations are not connected at the node point of P9-P22-P23. There is a slab edge piece under the basement P20 panel. The lower left edge of the D28 slab coincides with the K14 e beam. Good work

 

[ahmet09]

Hi, The reason for the problem you encounter in the analysis according to the semi-rigid diaphragm option is that the joint point of the right slab edge of the D42 tile does not occur at the point where it connects to the K47 beam. Other Notes: ST9-TK258-TK 256 continuous foundations are not connected at the joint of P9-P22-P23. There is a slab edge piece under the basement floor P20 panel. The lower left edge of the D28 slab coincides with the K14 e beam. Good work

Hello Mr. Levent I am a new user of İdecad, I am following the forum and we are trying to have a better knowledge of the program with you, our dear experienced engineer brothers. Sometimes we also encounter the same problems, my question is how can we see these problems right away? Where can we see it right away?

 

[Levent Özpak]

Hi, According to the semi-rigid diaphragm option, the reason for the problem you encountered in the analysis is that the node of the right slab edge of the D42 slab does not occur at the note where it connects to the K47 beam. (The short object warning is given for the 4 mm long tile edge drawn to form the D19 tile and does not affect the analysis.) Other Notes: ST9-TK258-TK 256 continuous foundations are not connected at the node point of P9-P22-P23. There is a slab edge piece under the basement P20 panel. The lower left edge of the D28 slab coincides with the K14 e beam. Good work

Hello, Mr. Levent, I am a new user of İdecad, and we are trying to follow the forum and have a better command of the program with you, our valuable experienced engineer brothers. We face the same problems, sometimes my question is, how can we see these problems right away? For example, where can we immediately see that there is a floor edge piece under the basement floor P20 panel?

Hello, the overlap of the P20 panel and the floor edge can be detected in the geometry control. The system cannot be resolved warnings encountered during the analysis can also be detected from the coordinates of the problematic joint number given in the Analysis Status window. The document whose link is given below contains information on how to control the project during and after data entry in the program.

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Good work