Experimental Investigation on Out-of-Plane Flexural and Shear Performance of Half Steel-Concrete Slabs

Table 2

Material properties of concrete and steel (N/mm², mean value).

Specimen	fcu	Ec/10^4	fyp	fup	Ep/10^5	fy,stud	fu,stud	fy	fu	Es/10^5
HSC1-1∼HSC1-4	61.77	3.15	431.32	558.86	2.16	340	450	324.09	456.77	2.08
HSC1-5	61.77	3.15	322.51	423.12	2.12	345	455	324.09	456.77	2.08
HSC2-1∼HSC2-4	61.77	3.15	366.40	535.54	2.12	345	455	295.88	403.48	2.16
HSC2-5	61.77	3.15	431.32	558.86	2.16	340	450	295.88	403.48	2.16
HSC2-6∼HSC2-10	61.77	3.15	366.40	535.54	2.12	345	455	295.88	403.48	2.16