Well, as I previoulsly said, you can change the design procedure of those beams from "composite beams" to " steel design", and the problem is solved. I realize that my suggestion of steel deck without stud ( with a very low tensile strengh) was well consider in my model, because after I run the analysis and design, when using the tables that shows the different material and cuantities used in the model, it said cero studs
Please check my model
Please check my model
Code:
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