Tell you what.
Go read section 8.7.4 of NCSTAR 1-9, starting on page 346, which is titled Absence of Shear Studs on Girders. Then come back here and tell me with a straight face that NIST OMITTED shear studs in their calculations.
Furthermore, compare your "engineer's" calculations leading you to believe that the shear studs on the floor beams would have resisted ANY thermal expansion and then compare them to the calculations and explanation in the above sited section. Please explain why NIST is wrong and your "engineer" is right.
They never considered the properties of the floor slab correctly, therefor the studs did not perform in their model as they would in reality. ie there was an exaggerated differential in their model. Also, i will say it AGAIN, with no studs and NO resistance the beam cannot walk far enough to cause the girder to fail. Do you think the girder has to walk further than 3/4" to fail? If so, how much further?