PT. Ispat Indo - PT. Ispat Panca Putera Product Specification

These specifications are described for reinforcement steel as per SNI 07-2052-2014 and equivalent to JIS G 3112
Plain Rounds (in mm)	:	6,8,10,12,14,16,19,22,25,28 and 32
Deformed Bars (in mm)	:	D6,D8,D10,D13,D14,D16,D19,D22,D25,D29 and D32 and D40

Mechanical Properties as per SNI 07-2052-2014

Note :

These specifications are described for reinforcement steel as per AS/NZS 4671:2001
Preferred diameter 500E	:	6,10,12,16,20,25,32 and 40 ; Preferred diameter 300E : 6,10,12,16,20 and 25
Preferred diameter 500N	:	12,16,20,24,28,32 and 36

COMPOSITION OF REINFORCING STEELS
Type of analysis	Chemical composition, % max.			Carbon equivalent value (Ceq) for standard grades
	All grades			Carbon equivalent value (Ceq) for standard grades
	C	P	S	250N	500L	500N	300E	500E
Cast analysis	0.22	0.050	0.050	0.43	0.39	0.44	0.43	0.49
Product analysis	0.24	0.055	0.055	0.45	0.41	0.46	0.45	0.51

CHARACTERISTIC MECHANICAL PROPERTIES OF REINFORCING STEELS
Property	250N	500L	500N	300E	500E	Type of specified value
	(Note 1)	(Note 2)		(Seismic)	(Seismic)
Yield stress (MPa) R _ek.L R _ek.U	≥ 250 -	≥ 500 ≤ 750	≥ 500 ≤ 650	≥ 300 ≤ 380	≥ 500 ≤ 600	CvL: p = 0.95
						CvU: p = 0.05
Ratio , R_m/R_e	≥ 1.08 -	≥ 1.03 -	≥ 1.08 -	≥ 1.15 ≥ 1.50	≥ 1.15 ≥ 1.4 0	CvL: p = 0.90
						CvU: p = 0.10
Uniform elongation A _gt(%)	≥ 5.0	≥ 1.5	≥ 5.0	≥ 15.0	≥ 10.0	CvL: p = 0.90

NOTES: :
Grade 250N may be supplied as plain round reinforcing steel complying with AS 3679.1, except that the tolerance on the diameter and roundness does not apply. For 500L steels, the only requirement for d < 5.0 mm is Rek.L ? 500 MPa.

These specifications are described for reinforcement steel as per SIRIM MS 146:2006

Preferred diameter all grade : 10,12,16,20,25,32 and 40

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