Analysis of the Seismic Performance of Site-Bolted Beam to Column Connections in Modularized Prefabricated Steel Structures

Table 2

Material properties of the test specimens.

Beam		Column		S10.9 bolt
Stress/MPa	Strain	Stress/MPa	Strain	Stress/MPa	Strain
285.4	0.00139	374.8	0.00171	995	0.0048
309.7	0.01575	400.3	0.01514	1160	0.1375
389	0.04291	448.2	0.05252	1160	0.1998
420.4	0.07082	469.5	0.08688
435.5	0.10091	479.4	0.12272
441.2	0.12876	483.2	0.1601
442.1	0.17911	484	0.19972