NIST left out key words in a statement about shear studs so they could falsely claim that there were no studs on the key girder between columns 79 and 44.
This is critical to their collapse theory.

NIST L pg 6 [10 on pg counter]
Most of the beams and girders were made composite with the slabs through the use of shear studs. Typically, the shear studs were 0.75 in. in diameter by 5 in. long, spaced 1 ft to 2 ft on center. Studs were not indicated on the design drawings for many of the core girders.

NCSTAR 1-9 vol.1 pg 15 [59]
Most of the beams were made composite with the slabs through the use of shear studs. Typically, the shear studs were 0.75 in. in diameter by 5 in. long, spaced 2 ft on center. Studs were not indicated on the design drawings for the girders.

NCSTAR 1A pg 49 [87]
At Column 79, heating and expansion of the floor beams in the northeast corner caused the loss of connection between the column and the key girder. Additional factors that contributed to the failure of the critical north-south girder were (1) the absence of shear studs that would have provided lateral restraint and (2) the one-sided framing of the east floor beams that allowed the beams to push laterally on the girders, due to thermal expansion of the beams.