I saw an ironworker walk out on a bar joist and fall off (too much distance 5' to next joist to grab it) 15' to the concrete slab because another young nutjob welded the joist tail to a length of channel iron that couldn't keep from twisting, and that joist twisted over because the channel iron can't prevent a twist of any reasonable force. If you use enough channel iron for the required rigid structure, fine, just dramatically increase the horsepower to carry it, say, 13 hp. intead of 6.5 hp., and wear a helmet. And pads. And a 5-point harness (with a rollbar NOT made of channel iron).