SpringHollow
Elite Member
A 40' span is huge. You might consider beefing up the trusses and suspending a beam in the middle, doing either a 20' span covering half the barn or using 3 rollers and I-beams to support a 40' beam. I did a 22' span rolling gantry crane - I had to gusset and weld on 4' to my 20' long 10" deep I-beams. I have lifted 3000 lbs or so in the middle of that span. I would have preferred stronger I-beams but I used what i had gotten cheap.
My calculations showed 4000 lbs in the middle would deflect my I-beams beam by 3/4". The same beams would deflect by over 1" with 1000 lbs in the middle of a 40 foot span. If i were using 20' beams for that, i would be tempted to put the full 20' length in the middle and gusset/weld 10' onto each end where the stresses are less.
Ken
My calculations showed 4000 lbs in the middle would deflect my I-beams beam by 3/4". The same beams would deflect by over 1" with 1000 lbs in the middle of a 40 foot span. If i were using 20' beams for that, i would be tempted to put the full 20' length in the middle and gusset/weld 10' onto each end where the stresses are less.
Ken