What it actually decides.
A bridle is used when the place a load needs to hang is not where the building provides a point. Two legs run down from two separate attachments and meet at an apex, from which the motor or the load hangs.
The instinct is that two legs each carry half the weight. They do only when the legs are vertical. As the legs open out, each one carries more, and the increase is not gentle. Measuring the angle from vertical: at forty-five degrees each leg carries about seven tenths of the whole load, so the two together are handling nearly half again as much as the load weighs. At sixty degrees each leg carries the entire load on its own. Past that it climbs without limit.
The second consequence is the one buildings object to. A splayed leg pulls sideways as well as down, and that horizontal force lands on a structural member that may have been designed only for vertical load. At sixty degrees the sideways pull on each point is more than eight tenths of the load.
So a bridle is calculated, drawn and checked rather than rigged by eye, and a wide bridle is the arrangement most likely to need engineering review. The practical rule is that a bridle buys position and pays for it in tension, and the shallower it can be kept, the less it costs.
We own this equipment.
Staging and rigging — owned inventory, our own crew, and a site survey before anything is specified.