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structural steel mech

moraldino90

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Hello I am a student of architecture and would be very grateful if you would help me with this question: I would have a structural mesh of type 7m x 3.5 m and my intention would be to use a dry assembly (steel) for all floors of the residence
I wanted to know if in principle with such measures if it was possible to use for the soles a simple Greek plate without the use of collaborative masses in c.l.s,


I attach the image of the structural meshhttps://imageshack.com/i/pmkfzitejThank you.

_
 
the most obvious thing is to bow in the shortest direction of 3.5 meters.

the answer to your question is >>who<<<<from the technical sheet you can understand the courses and evaluate if it does to your case
 

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