Hi, sr. my name is Gustavo and I am a Structural Engineer with 6 years of experience in this field. I noticed that your project requires the design and detail drawings. I´ve worked with many kinds of projects and many of them weren´t detailed as yours, so I am excited to work on this project because of that. I´ve also noted that you have a 6,00m cantilever and this is the chalenge of the work, optimize the rafter that works well in this situation. As the right foot, I think that is not a problem, but I will run wind loads situation, as BS code requires.
For a clean project, I think that the columns should be fixed to the foundation, not rotaed, so we wont need bracings for the columns, what do you think about that idea?
If you hire me for this project I will deliver the calculation report with inputs and results. And deliver as well, the detailing drawing for construction site with assemblies, and any other drawing required to build a safe Canopy.
I´ve worked with BS code projects before, so it´s not a problem for me. And steel constructions like that, are my expertise.
Kind Regards;
Almir Gustavo
PROTEC