Study on the Component-Based Model of an All-Welded Beam-Column Connection for Progressive Collapse Analysis

Table 7

The cases of different column pressures.

	Pc1 (kN)	Pc2 (kN)
Case 1	0.5 Pyc	0.5 Pyc
Case 2	0.7 Pyc	0.7 Pyc
Case 3	0.2 Pyc	0.5 Pyc
Case 4	0.2 Pyc	0.7 Pyc