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

Table 2

Material properties of the beam and column.

	E (GPa)	fy (MPa)	fu (MPa)	εu
Beam flange	206	294	492	0.203
Beam web	206	254	416	0.222
Column flange	206	244	383	0.2
Column web	206	262	424	0.21
Butt weld	206	293	453	0.131

Note: E is the elastic modulus; f_y is the yield stress; f_u and ε_u are the ultimate stress and strain, respectively.