LD1
Epic Contributor
I ran some of the #'s through beam boy using the proposed 25' spam with 2 w12 x 30 I-beams. There are still some unknown variables but assuming the decking boards you propose weigh in @ ~120 lbs each, that will give a distributed load of 60lbs per foot per beam. @ a 25' span using L/360 deflection limits (25' would allow you to flex .8" and still be safe) the max point load on the beam right in the middle is 10,000lbs per beam. Assuming the footers are solid. So it should work for you.
But be careful about the span. Just by going from 25 to 30 feet reduces the capacity to only 6000lbs per beam. So double check all your measurements. It may be worth the time to download beamboy and play with the numbers yourself. It is a very simple program to run.
But be careful about the span. Just by going from 25 to 30 feet reduces the capacity to only 6000lbs per beam. So double check all your measurements. It may be worth the time to download beamboy and play with the numbers yourself. It is a very simple program to run.