Performance of Shear Connector in Composite Slab and Steel Beam with Reentrant and Open Trough Profiled Steel Sheeting

Table 1

Geometric dimensions and concrete strength as parametric study.

Group	Specimen	Dimension					Concrete strength (MPa)
		Profiled steel sheeting			Stud
		Figure	bo (mm)	hp (mm)	d (mm)	h (mm)
G1	SP-01	1(a)	157.15	50	19	110	40
	SP-02	1(a)	157.15	50	19	110	50
	SP-03	1(a)	157.15	50	19	110	60
G2	SP-04	1(a)	157.15	50	22	110	40
	SP-05	1(a)	157.15	50	22	110	50
	SP-06	1(a)	157.15	50	22	110	60
G3	SP-07	1(b)	146.15	64	19	110	40
	SP-08	1(b)	146.15	64	19	110	50
	SP-09	1(b)	146.15	64	19	110	60
G4	SP-10	1(b)	146.15	64	22	110	40
	SP-11	1(b)	146.15	64	22	110	50
	SP-12	1(b)	146.15	64	22	110	60
G5	SP-13	2(a)	120	50	19	110	40
	SP-14	2(a)	120	50	19	110	50
	SP-15	2(a)	120	50	19	110	60
G6	SP-16	2(a)	120	50	22	110	40
	SP-17	2(a)	120	50	22	110	50
	SP-18	2(a)	120	50	22	110	60
G7	SP-19	2(b)	140	64	19	110	40
	SP-20	2(b)	140	64	19	110	50
	SP-21	2(b)	140	64	19	110	60
G8	SP-22	2(b)	140	64	22	110	40
	SP-23	2(b)	140	64	22	110	50
	SP-24	2(b)	140	64	22	110	60