Analysis error

H

hatice.mert

New Member
You do not have permission to view link Log in or register now.
Constant error while performing semi-rigid analysis on the project I uploaded Normally, when I press f9 for analysis, although the analysis starts automatically after the yes no option, a different analysis dialog comes up in this project. And it gives too many column errors. Where does this problem come from?
 
Re: URGENT! ANALYSIS ERROR
"hatice.mert":kzg17d06" said:
http://dosya.co/gumw54tultzu/213-30.ide7.html Constant error while performing semi-rigid analysis in the project I uploaded Normally, when I press f9 for analysis, although the analysis starts automatically after the yes or no option, a different analysis dialog comes up in this project. And it gives too many column errors. Where does this problem come from?
Click to expand...
-In the project you sent, our computers use semi-rigid diaphragm method. Analysis can be performed. The reason why analysis cannot be performed on your computer may be due to lack of memory. At least 8 GB of ram is recommended for semi-rigid solution. Depending on the size of the project, 16 GB of ram may be required. when the number of elements exceeds the number of elements). You need to have analysis by ticking the options. Note:1. I suggest that you reconsider the status of the basement as being considered rigid.
 
Hello, My Suggestions -- Solve the building with a semi-rigid diaphragm, (In this case, it gives 40 errors.) --You may not accept the basement as rigid, --CREATE A FRAME ON THE EXTERIOR. If you don't want the rooms to sag, turn into a hollow block, - -Increase the raft thickness, -The narrow sides of the column should not be less than 30 cm, increase it if necessary, -Model the ladder and solve it together, -Make the concrete value at least C25, -You can reduce the floor loads in the attic floor, and remove the wall loads, There are many more, --You'd better make a floor to put the elevator machine, --There is a console from the column, it should be fixed. Unver ÖZCAN
 
You must log in or register to reply here.
Back
Top