The subject has been broached, but I haven't really heard a definitive answer. Would pocket hole joinery be as good as the screw/nail strips? It seems to me it would, since in either scheme the screws aren't bearing any load. Any thoughts/comments? Also, I like the idea Duane had of using 1x lumber instead of 2x. I'm building a stand for a 75, standard dimensions. What do you engineer types think of using 1x8 Maple for the front panels, 1x4 pine abutted to the maple for the sides, with 1/4" maple skin for the sides, and 1x4 or 1x6 pine for the back. Back open with corner braces? I will either use 1x4 Maple or Pine for the cross beam in the front. Can it be built, safely? did any of that make any sense to anyone?