wedding point error

If you look at the excerpt below and the subject in the attached link, I think your problem will be solved. The solution was chosen together with the structure of your stairs, but a fully rigid diaphragm was chosen. Also, if you look at their supports, you'll see that some of them don't step on an element. (I haven't reviewed all of them) Take it easy...
"Levent Özpak":1n4g7id6" said:
"freegenc35":1n4g7id6" said:
The SYSTEM CANNOT SOLVE IT, IT GIVES A LADDER TO THE SYSTEM, GEOMETRY IS IN CONTROL... WHY THIS HAPPENED I CAN'T SOLVE IT IF YOU HELP ME I'D LOVE IT....ACILLL..:(
Click to expand...
Hello, Stair supports are arranged according to the solution conditions together with the building. The beginning and the end of the stairs on the left side on the ground floor are not connected to any elements. The stair supports are not connected to the solution conditions independent of the structure. Analyzing can be done when arranging it according to the structure.In addition, when the stairs are arranged according to the decomposition conditions, it is appropriate to analyze according to the Semi-rigid diaphragm option.Good work
Click to expand...
You do not have permission to view link Log in or register now.
 
maybe I'll look, but when I say semi-rigid, it doesn't produce a solution even though I waited for 18 hours, it doesn't give an error, it just stays in the modal analysis. Now the number of iterations is 45 and I've been closing the same for 7 hours. I may have changed the stairs. I will do a check 15 days ago, I had solved the semi-rigid. It didn't happen now, I thought of other places, I looked and found it.. good work ...
 
"saridurmus":25oi22q1" said:
hi guys I have a node error in my project, but I couldn't find the given node. I couldn't see the given node number. Could you please have a look.
You do not have permission to view link Log in or register now.
Click to expand...
"saridurmus":25oi22q1" said:
when I say semi-rigid, it does not produce a solution even though I waited 18 hours It doesn't give an error, it just stays in the modal analysis. Now the number of iterations is 45 and I've been closing the same for 7 hours. I may have changed the stairs. I will do a check 15 days ago, I had solved the semi-rigid. Not now, I thought of other places, I looked and found it.. good
Click to expand...
This type of result is usually related to data error. If you deform the structure excessively by choosing vertical loading, it will be easier to see the data entry errors related to the connection: SP101 and SP100 columns are floating in the air. Also, there is no point in describing the stairs unless a semi-diaphragm solution is to be made. You can make a semi-rigid diaphragm solution by connecting the stair edges to the system correctly (by checking from 3D). Good work
 
You must log in or register to reply here.
Back
Top