How to fix user-generated analytics errors

Re: HOW TO FIX USER ACCURATED ANALYSIS ERRORS yes I am new to idecad. I did not receive education. You're right, I mixed up the reinforcement part. It's about the reinforced concrete part. As you said here, the soil tension is checked. I think there are no other programs to teach in Ankara. I think there are other programs, but I like this program. I couldn't look at the 6 version of it. Of course, we have shortcomings, we ask you about them, thank you for helping. I learn as I ask questions, I hope I do not bore you. It is very enjoyable for me, believe me.. I hope I am not giving you a headache. '' if there is 17 t / m2 tension in the ground tension distribution of these 16 points, 1 of them can be 35 t / m2. You examine it in the soil stress distribution and take the initiative and say calculate according to the average soil stress. There are other ways to eliminate these splashes. You can calculate the superstructure and substructure together, or you can define your curtains as shell elements. Or you can define regional arcs in the raft. And you can even make changes in the superstructure.'' In short, when we make calculations, we can interpret that it is more than 17t/m2 in total, but a close value and that it does not exceed the maximum stress, and we can interpret according to the average stress? You can calculate the superstructure and substructure together, or you can define your curtains as shell elements. How do we examine the soil stress distribution? Can you open the threads? define regional arcs in a raft
 
Re: HOW TO CORRECT USER-SOURCED ANALYSIS ERRORS I downloaded the demo version of idecad 6.oo51 from your site, I wanted to open a project installed in this forum, there is no problem when opening it in the architecture, even when I click on it, the architecture also opens, I would be glad if you could help me.
 
Re: HOW TO CORRECT USER-SOURCED ANALYSIS ERRORS I don't think a report is received, or I am saying that I uploaded it incorrectly, but the result is the same, how many times I uploaded it
 
Re: HOW TO FIX USER-MADE ANALYSIS ERRORS -Try to run the program first and then open the project with the open project command, not by double-clicking on the project. There may be problems if you installed v5 in the -v5 installation directory without uninstalling it. Try uninstalling both versions and installing them in a completely different directory (such as c:\idecad). If the problem still persists, call our technical service, they will help you more easily over the phone.
 
Re: HOW TO CORRECT USER-SOURCED ANALYSIS ERRORS As you said, I removed the programs related to idecad, but it still gave an error, opening the propram like this. kata) When we switch 3-5 times, the program says a problem has been encountered and shuts itself down.. I don't have an open gl video card, it must be ati or asus, I don't know if it could be caused by this... also, why does the version 5.14 demo show only one reinforcement on the raft flooring? Why doesn't the reinforcement (bottom and top) show, is there a setting for it? Also, will the project, which was solved in version 5, open at 6.0051. Also, do more sections come out and save in version 6, thanks to version 5
 
Re: HOW TO CORRECT USER SOURCED ANALYSIS ERRORS
"musamusa":7c4mio3a" said:
as you said, I removed the programs related to idecad, but it still gave an error. The propram is opening, for example, in a 4-storey or 5-storey building, between floors When we pass 3-5 times during the transition (from the ground floor to the 3rd floor), the program says a problem has been encountered and closes itself.. I don't have an open gl video card, it must be ati or asus, I don't know if it's caused by this... also a version In the 5.14 demo, why does the single reinforcement show in the raft slab, why does it not show the double reinforcement (bottom and top), is there a setting for this? Also, will the project, which was solved in version 5, open in 6.0051, also, do the sections come out more in version 6? ] Update your graphics card to the latest version and also disable the OpenGL accelerator in the Settings/General Settings dialog if necessary. The matte tile definition logic in version 5.14 is different. It does not have a setting. If you call our office and leave your contact information, we may have a chance to answer your questions in more detail. You can also attend one of the training programs organized in our Istanbul office...
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Re: HOW TO CORRECT USER-SOURCED ANALYSIS ERRORS Columns whose nodal points do not overlap are evaluated differently in the post-analysis and reinforced concrete menu. For example, s101, s201 and s301 are given one after the other, while s 401 and s501 are in different places. Do the nodes have to be the same on the whole floor for columns? Also, is there such a case in beams?
 
Re: HOW TO CORRECT USER ACCURATED ANALYSIS ERRORS Nodes do not have to be on top of each other. If the elevations of the columns and their areas on the plan coincide, the program automatically establishes a connection. The same applies to beams, if the end of the beam overlaps the arm, the connection is established.
 
Re: HOW TO CORRECT USER-SOURCED ANALYSIS ERRORS, that is, the columns are perceived differently on different floors and it does not cause any trouble in the calculations? 1-Is there any procedure to correct errors such as M, B, E AND OK (weak column control), M, K, B INSUFFICIENT SECTION OR AS (-) appearing in the reinforced concrete menu after the analysis? For example, I first start with MKEs and correcting the errors with the arrow (weak column) sign (by increasing the cross section in general) and finally I try to compensate for the B errors (by giving offset to the column, placing it in the middle (to the extent allowed by the architecture) should it be corrected sequentially? 2-When do we use shell calculations and alternative mesh algorithm option? for what? (m,f,v,) use alternative mesh algorithm 3-After changing the dimensions of the column, the capture points of the beams can change, not from the end, but from the middle, etc. When the size increases, it is removed from the analysis. Is it necessary to review and adjust the connection of the beam and the column so that it regains its original position first?What does it mean to consider 4-p delta effects in the analysis?why do we use the option to consider?
 
Re: HOW TO CORRECT USER MADE ANALYSIS ERRORS 1-To correct errors such as M,B,E AND OK (weak column control) M,K,B INSUFFICIENT SECTION OR AS(-) that appear in the reinforced concrete menu after performing the analysis Is there any order of operations? For example, I first start with MKEs and correcting the errors with the arrow (weak column) sign (by increasing the cross section in general) and finally I try to compensate for the B errors (by giving offset to the column, placing it in the middle (to the extent allowed by the architecture) should it be corrected sequentially? 2-When do we use shell calculations and alternative mesh algorithm option? for what? (m,f,v,) use alternative mesh algorithm 3-After changing the dimensions of the column, the capture points of the beams can change, not from the end, but from the middle, etc. When the size increases, it is removed from the analysis. Is it necessary to review and adjust the connection of the beam and the column so that it regains its original position first?What does it mean to consider 4-p delta effects in the analysis?why do we use the option to consider?
 
Re: HOW TO CORRECT USER GENERATED ANALYSIS ERRORS
"musamusa":1ediscfa" said:
1-M,B,E AND OK(weak column control) M,K,B that appears in the reinforced concrete menu after analyzing Is there any order of operations in correcting errors such as INSUFFICIENT SECTION OR AS(-)? NO For example, I first start with MKEs and correcting the errors with the arrow (weak column) sign (by increasing the cross section in general) and the last B errors I'm trying to compensate. (by offsetting the column, placing the center (as far as the architecture allows) should it be corrected sequentially like this? NO When do we use 2-shell calculations and the alternative mesh algorithm option? for what?( m,f,v,) use alternative mesh algorithm ALWAYS After changing the dimensions of the 3-column, the capture points of the beams can change in the column capture points, not from the end, but from the middle, etc. When the size increases, the beam and column must be repositioned before the analysis. review link Is it necessary to pass and edit? NO What does considering 4-p delta effects mean in the analysis? Why do we use the consider option? Always
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Re: HOW TO CORRECT USER ACCURATED ANALYSIS ERRORS A file I prepared before does not open. what is the reason? the file opens, the windows closes after the full hint note appears. but I open the same file in idewrep, no problem. I am attaching the file.
 
Re: HOW TO CORRECT USER-SOURCED ANALYSIS ERRORS When my friends opened the file I just sent in idewrep, I thought I'd open it in architecture, and after saving, I opened it in static without any problem. I'm sending it anyway in case it sheds light on the program. respects
 
Re: HOW TO CORRECT USER MADE ANALYSIS ERRORS Is the tile edge removed in idecad 6.0050, I can't find it, then why?
 
Re: HOW TO FIX USER ACCURATED ANALYSIS ERRORS The version currently in use is 6.0051. Upgrade your version first. The tile edge was never removed I guess the picture helps.
 
Re: HOW TO CORRECT USER SOURCED ANALYSIS ERRORS When I open a project that saved in idecad 5.14 in 6.0051, some beams seem not to be connected at all. Also, it is necessary to increase the section, I think, for the system to recover, the one who saves at 5 does not save at 6.0051. I will send you a study, there are different errors, there may be connection errors. Can you identify my mistakes and help, thank you
 
Re: HOW TO CORRECT USER SOURCED ANALYSIS ERRORS Please put 5 data of this project to Mr. Musamusa. Fortunately, these errors occur only with you. I have never come across such errors. Version 5.14 is not the final version of version 5. As far as I know the last 5 versions, make 5.511 with this version, if you are going to use 5. There is no difference between version 5 and version 6, whoever saves in 5 also saves in 6. There are dozens of new possibilities such as deflection control and torsion control added in 6 versions. New controls not available in version 5 have arrived. So your project may not be recovering because of these new controls.
 
Re: HOW TO CORRECT USER GENERATED ANALYSIS ERRORS look at this, I didn't send it either, yes I am opening it in 5.14 6 demo, this is how
 
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