Methodology for calculating load capacity reduction and slip relationship of clustered group nail connectors

Advances in Bridge Engineering

Table 1 Push-out test models

Concrete	No	Models	Concrete	No	Models	Concrete	No	Models	Concrete	No	Models
C30	1	3R4DC30	C40	26	3R4DC40	C50	51	3R4DC50	C60	76	3R4DC60
	2	3R5DC30		27	3R5DC40		52	3R5DC50		77	3R5DC60
	3	3R6DC30		28	3R6DC40		53	3R6DC50		78	3R6DC60
	4	3R7DC30		29	3R7DC40		54	3R7DC50		79	3R7DC60
	5	3R8DC30		30	3R8DC40		55	3R8DC50		80	3R8DC60
	6	4R4DC30		31	4R4DC40		56	4R4DC50		81	4R4DC60
	7	4R5DC30		32	4R5DC40		57	4R5DC50		82	4R5DC60
	8	4R6DC30		33	4R6DC40		58	4R6DC50		83	4R6DC60
	9	4R7DC30		34	4R7DC40		59	4R7DC50		84	4R7DC60
	10	4R8DC30		35	4R8DC40		60	4R8DC50		85	4R8DC60
	11	5R4DC30		36	5R4DC40		61	5R4DC50		86	5R4DC60
	12	5R5DC30		37	5R5DC40		62	5R5DC50		87	5R5DC60
	13	5R6DC30		38	5R6DC40		63	5R6DC50		88	5R6DC60
	14	5R7DC30		39	5R7DC40		64	5R7DC50		89	5R7DC60
	15	5R8DC30		30	5R8DC40		65	5R8DC50		90	5R8DC60
	16	6R4DC30		41	6R4DC40		66	6R4DC50		91	6R4DC60
	17	6R5DC30		42	6R5DC40		67	6R5DC50		92	6R5DC60
	18	6R6DC30		43	6R6DC40		68	6R6DC50		93	6R6DC60
	19	6R7DC30		44	6R7DC40		69	6R7DC50		94	6R7DC60
	20	6R8DC30		45	6R8DC40		70	6R8DC50		95	6R8DC60
	21	7R4DC30		46	7R4DC40		71	7R4DC50		96	7R4DC60
	22	7R5DC30		47	7R5DC40		72	7R5DC50		97	7R5DC60
	23	7R6DC30		48	7R6DC40		73	7R6DC50		98	7R6DC60
	24	7R7DC30		49	7R7DC40		74	7R7DC50		99	7R7DC60
	25	7R8DC30		50	7R8DC40		75	7R8DC50		100	7R8DC60