Thas vewy nice, I'd personally be a bit worries about those FOS for the vertical load, are you expecting the equiv of 1000kg force? Also, out of interest, are you doing this as a uni project with the uni's resources or just on the side?
Thas vewy nice, I'd personally be a bit worries about those FOS for the vertical load, are you expecting the equiv of 1000kg force? Also, out of interest, are you doing this as a uni project with the uni's resources or just on the side?
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