Why am I getting this warning about beam deflection?

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semih5252

New Member
My attached project is a factory renovation project and in beam solutions, I get the marked warning as in the attached photo. This warning is not available in all of my beams, exactly why I get such a warning. Another issue is that the report does not give an error, but I am waiting for your opinions on the points I can improve.
 
Re: beam deflection problem
"semih5252":2mqiz9oz" said:
my attached project is a factory renovation project and in beam solutions I get the marked warning as in the attached photo. This warning is not available on all my beams, why exactly such a warning? Another issue is that I am waiting for your opinions on the points that I can improve even though the report does not give errors.
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If the calculated moment of calculation (Md) in the beam exceeds the cross section cracking strength (Mcr) of the beam at the support or the span, the deflection curve is found with the cracked moment of inertia. It gives you the information. The message that beam deflection calculation is not required is also related to the "height that does not require deflection calculation" control given in TS500. Since the height of your beam is greater than a certain height (h=70> ln/15) depending on the span, the deflection calculation could not be made. For more detailed information, you can refer to TS500.
 
Greetings, Mr. HakanŞahin. I have given the information about this project above. I am giving the latest version of the project in the attached link. I would like you to review the final version of the project, I wonder if I will have a problem with uploads or vibration.
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