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Static Analysis Vs Area Method Transfer Design

Static Analysis Vs Area Method Transfer Design

Static Analysis Vs Area Method Transfer Design

(OP)
I understand this must be pretty rudimentary but....
What is the appropriate/industry standard method for design of transfer slabs regarding load run down? Should the loads on the transfer be taken from a static analysis (utilizing superstructure stiffness) or by a tributary area method (similar to hand calc-no redistribution) – if both sets of reactions are readily available?

I have concerns that the tributary area method is too conservative and that the static analysis is not conservative enough!

Any input is much appreciated.
 

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