Analysis vs. geometric conformity

felamurr

New Member
When I analyze the structure, it does not give any errors, but errors appear in the geometry control, which one should I consider?
 
"felamurr":3djhhy28" said:
When I analyze the structure, it does not give any errors, but there are errors in the geometry control, which should I consider?
You need to consider the errors in the geometry control. Some errors are important for compliance with the regulation, some indicate geometric problems and it is for warning purposes only.You need to examine why the error occurred and take action accordingly.
 
"HakanŞahin":194qpsgn" said:
"felamurr":194qpsgn" said:
When I analyze the structure, it does not give any errors, but there are errors in the geometry control, which one should I consider?
You need to consider the errors in the geometry control. Some errors are important for regulatory compliance, some indicate geometric problems and are for warning purposes only. You need to examine why the error occurred and take action accordingly.
Mr. Hakan, thank you, I had one more question, where do we find the information that gives the stirrup intervals in the program, and when the geometric control is clicked, the window does not appear on the screen, I would appreciate it if you could help me.
 
"felamurr":316jripx" said:
where do we find the information that gives the stirrup ranges in the program,
I didn't quite understand what you want to learn when you said "information that gives the stirrup ranges". It doesn't display on the screen, I'd appreciate it if you could help[/quote] I don't quite understand your question either... When you say "the window does not appear on the screen", explain the problem you want to explain step by step, if necessary, show it by adding a screenshot...
 
I'm talking about the window that shows the error and/or warnings that appear on the screen after clicking the OK button after clicking the geometric control link.
 
Could the window be off-screen or moved off-screen? 1. Exit the program. 2. Hold down the left shift + ctrl keys simultaneously while running the program. 3. When the message "Registry settings cleared" appears, release the keys that you have been holding. 4. Click the OK button. 4. Look at the problem, is it solved?
 
Thanks problem solved. A detail stuck in my mind, let me ask him. Normally, the program assigns the floor loads in the building itself, do I need to make any changes in the G and Q loads on the balconies and/or floors close to the outside?
 
"felamurr":3j8fgiu7" said:
... One detail stuck in my mind, let me ask him. Normally, the program assigns the slab loads in the building itself, do I need to make any changes in the G and Q loads on balconies and/or floors near the outside?
Hello, While defining the floor and beam in the program, the default load values assigned to the load-bearing elements come in. The engineer has to determine the structural loads himself according to the structure he made and the material he used. Good work
 
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