[kevin.li.rit]

Originally Posted by colin340

joe if it becomes a problem we i e (ross) could weld it on with sum reinforcements right at flr

I was concerened about that when I designed it, more so when the structure was slightly compromised. I was thinking about 3/8ths but I was also thinking about weight. Also I was not thinking much because I wanted to leave your school 2 hours ago when I was drawing that monstrosity.