From: Progressive Collapse of Exterior Reinforced Concrete Beam–Column Sub-assemblages: Considering the Effects of a Transverse Frame
Model
CAA strength (kN)
CA strength (kN)
Gravity load (GN) (kN)
CAA/GN
CA/GN
N2
393
747
254
1.54
2.94
N3
490
924
507
0.97
1.82