"Piping is extremely stiff" - the assumption that a steel I-beam is "rigid" may not be valid when compared to an 8" pipe with a 2" wall. So you may need to go to the trouble of calculating a stiffness for every beam that supports your pipe.
Clamped supports are much better than welded ones for this sort of application.
My experience with corporate pipe support standards is that they are generally not worth the trouble above Class 300 or 600. Usually, the support loads for piping at Class 600 or 900 get to the point where you are above the rated load for "standard" supports. If your company's standards can handle more load, by all means use them.
Most of us design a couple of hundred pipe supports a year. Most support vendors can handle simple spring stanchions (cans) or spring hangers, but trapeze hangers with springs, axial line stops, riser supports, and the like usually are best done by the analyst. Capabilities of vendors vary from continent to continent, also. In North America, we are fortunate to have a lot of capable vendors. I wouldn't be so charmed about blindly using a local vendor's design in some other parts of the world.
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CraigB