Figure 3.9 Drawing of Column 79 and girder A2001 seated beam connection shown in Figure 821 of the NIST report.
Figure 3.10 Figure 8-23 of the NIST report showing NIST’s finite element analysis of the Column 79 and girder A2001 seated beam connection. 3.2.3 Lateral Support Beams Prevent Beam Buckling Figures 3.11, 3.12, 3.13, and 3.14 show our evaluation of NIST’s preliminary hypothesis, which NIST used to determine whether the shear studs on the floor beams would fail when the 83