Civil Engineering Association

Full Version: cold formed column according to EC3 - Semi-Manual design
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As I received no comments in my previous thread (
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) ... here you can find my first attempt of creating an excel sheet to assist my calculations for the design of a cold formed column according to EC3.
The analysis has been done with SAP2000, and the Section Designer has been used for the design of the cross section.
I would appreciate your comments, remarks and suggestions.

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