Still putting together a plan for a generic Benroy. I guess if I'm going to plan it I need to start at the bottom.
Would the ultralight frame (either bolted or welded) be sufficient for a 5x8 Benroy?
The ultalight plans call for 2"x2"x1/8" angle . . . what is the trade off for going 2"x2"x3/16"? I've read the thread about angle iron strengths and it's all swahilli to me I have to be told or shown something to comprehend it when it comes to math. My initial thought is that the extra thickness will guarantee that it will hold up to the stresses. However for the extra 1/16" thickness am I totally defeating the purpose of the ultralight?
Also, what its the weight difference between the generic bolt toghether 5x8 trailer vs the ultralight?