Since no one actually answered Karl's question I'll play what-if. For fun using your 3000 lbs and a beam simply supported at the ends with a span of
10', I used a load of 9000 lbs concentrated at the center (using the x3 factor for a live load to take into account when it bounces up and down as it comes off the mounts :-)). With 4" square tubing 0.5" wall the max deflection is 1" and the peak stress is 48 ksi which is getting right close to (or over) a typical yield strength for structural steel, so if you use square tubing it better be 5" and heavy wall, or bigger. There are two types of I beams, S and W, looking at S beams a 5x10 which is 5" tall and 10 lbs/ft (and the flanges are 3" wide) standing so it is 5" tall and 3" wide is a tad weaker, and the lightest 6" beam, S 6x12 is more than enough (assuming no additional safety factor and a yield strength of over 40 ksi), deflection .51" and max stress 37 ksi. In the W series the 5x16 is about as strong as the S 6x12. So any 6" I beam or a W 5x16 would just do it. Make sure you have the beam tall and narrow and clamp it so it can't twist and all fall down :-). I like the shareware program engineering power tools available at----- Regards, Carl Ijames
You guys are all forgetting about the tranny that comes out with the engine. Marine engines blocks are far larger allowing for raw water cooling. I think 3,000 is still a good guess.
Karl