Eccentric Loads on precast overhead panel?

[UpsideDown]

As shown below, Do I need to consider the moment induced by the eccentric loads from RC slab and thus check the pull out capacity of cast-in plate for panel-overhead panel? Or can I assume the load will be central loaded by the use of EA plus ferrules? I have reviewed comps by others but haven't seen consideration being given to this.

 

[r13]

Now we need to know the sequence of the construction. Please modify the sketch below to reflect your set-ups.

1. This is an existing condition with wall and slab built integrally, the gaps are
a. pre-made openings as in the original design, PC panel was/was not included in the design.
b. to be cut out, and add PC panel as shown.

2. This is a new design/construction. The PC panel was/wasn't included in the design.