So I'm looking at adding in a track beam for my shop building. I currently have a i-beam hoist that has a 3 ton chain hoist with a trolley on it. If I hang a 30' W6x16 I-beam from the trusses at the point where each truss has a 750 Lb weight point engineered in on top of normal load, with 45 degree bracing upward from beam and pole running to the floor on each end.. The beam would be mounted under each truss at 24" OC and poles are welded and braced. Floor is 4000 PSI, Fiber Reinforced and contact is via 18" square of 1/4" plate steel. What is my max load on mid point of beam given less than 5 degree off axis load? Understand that over all plan must approved and certified before installing, just wanting an idea of how much it will hold.
thanks for any rough estimated guess. Dennis
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