Sharing mismatch message

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ibrahimgokdemir

New Member
Hello friends. In the steel design in the attached file, it always closes as a sharing incompatibility or does not open the same file as a sharing incompatibility. Or it shuts down while analyzing, or it closes by itself. Does anyone have any ideas what I am doing wrong or missing? Greetings everyone.
 
Re: sharing incompatibility
"ibrahimgokdemir":1zgdmu7r" said:
Hi friends. In the steel design in the attached file, it always closes it as a sharing incompatibility or does not open the same file as a sharing incompatibility. Or it closes it while analyzing or even closes it automatically. Does anyone have an idea what I'm doing wrong or missing. Greetings everyone.
Click to expand...
Check the geometry on the ground floor, based on the message on the screen; Open the closed and locked "scan" layer on the ground floor. Delete everything except the data. The problem will disappear.
 
Re: sharing mismatch Hello again guys. I found that scan layer and removed it afterwards. It had no effect. When I removed the crane, all the errors were gone and the problem was gone. However, how can I add the cream, that's a problem for me now. Whenever I add the cren, the program closes itself. Greetings...
 
Re: sharing mismatch Hello; While the layers are not deleted, we have edited your crane definition, you can examine the results after the analysis, there is no model closure problem. We deleted the beams you are trying to fit the crane, this is not a correct way of description. After completing the analysis, design and report parts in this project, save the model differently, just in case, and use the crane combination to connect the crane to the columns. Good work.
 
Hello friends, as soon as I save the ide10 file obtained by changing the attached file bak extension, it does not open again with a sharing incompatibility error. I also get the error "Increase system rigidity with high relative floor drift". Is there anyone who can help with this?
 
Hello there; No sharing incompatibility is detected when the operation is performed with the Save and Save As options. If you still get an error, please write the step-by-step process. Regarding the relative story drift, you need to strengthen the column and beam system. Just because you don't get a PMM deficiency doesn't mean the slices don't need to be increased in size. You have to provide the relative floor offset. Please increase cross section or use braced options. But most importantly, the upper columns are not continuous vertically, you do not comply with the earthquake code irregularity rules. Make the vertical carrier elements continuous. Good work.
 
Concrete with a strength lower than c-25 cannot be used error Hello friends, Although I used c-30 concrete in the attached project, it gives a concrete usage error less than c-25, how can I fix this situation.
 
Hello there; The problem is caused by the steel ladder. You can delete the stairs and create the same geometry with the column and beam commands. Also, steel metal flooring is visible in a very small square area on the base level, there was an incorrect modeling, we deleted this part for your information. Good work.
 
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