Hysteretic Behavior of Beam-to-Column Joints with Cast Steel Connectors

Table 2

Results of tensile coupon tests of steel components.

Component	Elastic modulus, E (10^5 N/mm^2)	Yield strength, (N/mm^2)	Ultimate strength, (N/mm^2)	Elongation (%)
Cast steel connector	1.92	363	602	15.5
Beam flange	2.08	355	524	32.5
Beam web	2.10	392	519	32.5
Column flange	2.07	315	505	30.7
Column web	2.04	330	527	32.7
Bolt	2.02	946	1044	—