I would suggest refer the support standard for the allowable loads for secondary supports (Brackets, tee post, etc),
u cannot keep on going designing every secondary support each time.
For auxiliary steel structure in civil/structural scope, contact them and ask them, what are the laods concern to them, generally they do not need
smaller loads, u have to get the cutoff fig from them.
For pipe racks u have to pass all weights to them for design of pipe racks.
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Puru Sathe