Roger - I think I had meant tributary width of 14', 28' building width. Frame to span 24'. The loads I show on the drawing are factored (Limit States Design) and should reflect 14' trib (approx).
JOINT A - 26,500 lbs T
JOINT B - 30,500 lbs C
JOINT D - 3000 lbs T
I wanted to show these loads to show magnitude. I can post more accurate numbers tomorrow if you want more detail. Mike came up with a few great strategies using steel connections for my high tensile loads.
