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]