Keep in mind the structural load limitations of what you are hanging it from too.
That brings to mind a fiasco of an electrical contractor who was installing a new substation and buss work to MDP's located through out a plant I worked for back in the 70's (yes the same fiber plant mention in another thread)
Anyways, they were up on scissor lifts installing a 150 kva 480 to 208/120 transformer on a rack they suspended from perlings on the roof, the used 3/8" beam clamps and 3/8" all-thread, instead of instead of using the equipment in the drawings, they slid the transformer off the fork lift on to the rack and it held for just long enough for the fork lift to lower its forks and drive away, the beam clamps slowly opened and down it came, bouncing off a girder and right into the scissor lift knocking it over into a 4ka 480 volt buss duct, lucky it also stopped the men working in the lift from falling, but sparks went flying, and the whole plant went dead, production came to a halt for 4 days while they repaired the damage, the buss and the scissor lift was damaged and had to be replaced with another rental unit, transformer was toast. after looking at the engineering specs we saw that they were supposed to be using case harden 1/2" all-thread, and a special bolt on clamp to the main beams the perlings went to, these clamps had a small beam that ran between the main building beams that the all thread was to hang from, this cheating cost this contractor dearly, and could have got a couple of guys killed.
Our plant engineer could not believe they even tried to use soft malleable beam clamps for that heavy of a transformer