I'm getting tile stress check error

myıldız25

New Member
I'm getting a slab tension problem. You will notice the irrelevance in the attached pictures. Now, when we give this to the municipality and this error is seen there, we will say is it a program error? Besides, municipal controllers are generally wary of idecad, at least the municipalities I work for, and you can only talk to these people in one sentence, now my question is how can I describe my problem in one sentence?
 
Re: FLOOR STRESS CONTROL PROBLEM Hello, Share your model, maybe it's a modeling error that can be fixed.
 
Re: FLOOR STRESS CONTROL PROBLEM
"myıldız25":6f91u7p9" said:
I'm getting a slab stress problem, you will notice the irrelevance in the attached pictures. Now, when we give this to the municipality and this error is seen there, we will say that it is a program error. controllers are wary of idecad, at least the municipalities I work with and you can only talk to these people in one sentence, now my question is how can I describe my problem in one sentence?
It seems that this error will appear a lot with the new regulation. ; --You can increase the thickness of the slab, --You can increase the additional reinforcement in whichever direction the slab reinforcement fails (at the intersection with the shear wall) --You can increase the slab reinforcement support addition at the intersection, ... I solved my problem by adding an additional addition to the slab.
 
"myıldız25":1uf0y1yy" said:
I'm getting slab stretching problem, you will notice the irrelevance in the attached pictures. Now when we give this to the municipality and when this error is seen there, we will say it's a program error. Besides, in general, municipal controllers are wary of idecad, at least the municipalities I work for and this You can only talk to people in one sentence, now my question is, how can I explain this problem in one sentence?
The floor tension control will require, what reason is there in this project? The floor tension control is only done in situations that require you to solve a semi-rigid diaphragm. Why semi-rigid diaphragm did you solve this project? If you add your project, we can suggest how to fix it.
 
"myıldız25":1nkoncug" said:
I'm getting slab stretching problem, you will notice the irrelevance in the attached pictures. Now, when we give this to the municipality and when this error is seen there, we will say is it a program error. Besides, in general, municipal controllers are wary of idecad, at least the municipalities I work with You can talk to people with only one sentence, now my question is, how can I describe this problem in one sentence?
Why are they cautious about ideCAD? I want them to show their results. We will be informed. I have examined some researches done on the internet. The situation did not seem like that.
 
"ofmorbel":25k5p3yk" said:
"myıldız25":25k5p3yk" said:
I'm getting tiling tension problem, you will notice the irrelevance in the attached pictures. Now when we give this to the municipality and this error is seen there, we will say is it a program error? Besides, in general, municipal controllers are wary of idecad, at least the municipalities I work with, and you can only talk to these people in one sentence, now my question is, how can I describe my problem in one sentence?
Why are they cautious towards ideCAD? Have they examined all the programs thoroughly or have they examined, they found other programs more secure. If there is such a thing, I would like them to show the results of the examination. We will be informed. I reviewed some research done on the internet. It didn't seem like that. For example, if you give ETABS, they do not accept it anyway. Because they have seen software for as long as they can, they do not spend time understanding the report results of another software. In the control units I have encountered so far, I have encountered more rote engineers who are not proficient in the profession. I met a very rare engineer who was well-equipped and knew what he wanted. And those engineers are advised not to prolong the work by their superiors and keep their numbers limited :) There are also those who bring up a subject that they do not know but hear by ear, just because of their egos, and drives your business uphill. You can be good friends when you be patient and kindly tell him that you don't know anything :D
 
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