For a W10X33 (33Lbs per foot, 660 pounds total, 9.73" tall, 7.96" flange width, .435" thick web) over a 20' span, simple end support, 1500 point load in center of beam the deflection would be about 3/8" and the stress would be 9,790 PSI - this would be a safe situation.
For a W8X48 (48Lbs per foot, 960 pounds total, 8.5" tall beam, 8.1" flange width, .685" thick web, ) over a 20' span, simple end support, 1500 point load in center of beam the deflection would be about 3/16" and the stress would be 4,930 PSI - this would be a safe situation.
For a W8X35 (35Lbs per foot, 700 pounds total, 8.12" tall beam, 8.0" flange width, .495" thick web, ) over a 20' span, simple end support, 1500 point load in center of beam the deflection would be about 3/8" and the stress would be 8470 PSI - this would be a safe situation.
For a W8X31 (31Lbs per foot, 620 pounds total, 8.00" tall beam, 8.0" flange width, .435" thick web, ) over a 20' span, simple end support, 1500 point load in center of beam the deflection would be about 3/8" and the stress would be 9700 PSI - this would be a safe situation.
It looks like the W8X31 would be lightest beam you could get away with comfortably for a 1500 pound load on a 20' span. This beam will cost you about $350-$375.
Anyone care to look over the numbers real quick???
Scott