Lloyds Register Quality Assurence CARES Certification
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 Specification for steel products of Moldova Steel Works.
Steel billets
Standard
Specification		 Steel grade LADLE ANALYSIS, % Deoxidation
C max Mn max Si P max S max N max
DIN 17100 RSt 37-2
St 44-2
St 50-2		 0,17
0,21
0,30		 -
-
-		 - 0,035 0,050 0,012 killed
DIN 488 BSt 500s 0,22 - - 0,050 0,050 0,012 killed
ASTM A615
ASTM
A615M		 40(300)
60(420)		 -
-		 -
-		 -
-		 0,060
0,060		 -
-		 -
-		 killed
Contract specification - 0,15-0,40 0,35-1,50 0,15-0,50 0,035 0,050 As agreed upon killed

Twist is not specified.
h = b = 125mm (+/- 3,0 mm)
L = 11700 +- 100 mm (8, 9, 10, 11, 12 m are acceptable)
Rhomboidity - up to 10 mm, max
Camber - up to 60 mm, max
Steel grades can be produced with a chemical analysis as specified by the Customer.

Reinforcing steel bars
PLAIN AND DEFORMED BARS IN CUT LENGTHS AND IN COILS
StandardSteel grade Sizes / nominal diameters, mm Heat analysis, % Mechanical properties
C maxMn SiP max S maxOthers Tensile strength, N/mm2 Yield strength, N/mm2 min Relative elongation %, min Bend / rebend test
**********
DIN 488-86 BSt 500S, deformed 8; 10; 12; 14; 16; 20; 25; 28; 0,22
(0,24)		 - - 0,050
(0,055)		0,050
(0,055)		 Nmax=0,012
(0,013)		550500 L=10Dn10 90º/23º
rebend
BS 4449-97 250, plain 6; 8; 10; 12; 16; 0,25
(0,27)		 -- 0,060
(0,065)		 0,060
(0,065)		 Nmax=0,012
(0,013)
C eq max=0,42**
(0,45)		 290 250 L=5Dn 22 180º
460 B deformed 8; 10; 12; 16; 20; 25; 32; {40};- -0,050
(0,055)		 0,050
(0,055)		 Nmax=0,012
(0,013)
C eq max=0,51**
(0,54)		 49546014 45º/23º
rebend
ISO 6935-2
********		 RB 400W deformed 8; 10; 12; 16; 20; 25; 32; {40}; 0,22
(0,24)		 1,60 max
(1,70)		 0,60 max
(0,65)		 0,050
(0,055)		 0,050
(0,055)		 Nmax=0,012
(0,013)
Cu max=0,50
(0,55)		 440400 L=5Dn 14160º-180º
RB 500W deformed550 500 14
EU 80-85
EU 82-79		 FeB400 deformed 8; 10; 12; 14; 16; 18; 20; 22; 25; 28; 32; {36}; {40}; 0,22
(0,24)		 -- 0,050
(0,055)		 0,050
(0,055)		 Nmax=0,012
(0,013)
Ceq max=0,51
(0,52)**		 440 400 L=5Dn 14 90º/20º
rebend
FeB500 deformed 550500 12
ASTM A615/A615M-95b
***
****
******		 40 (300) plain ¹¹ 3; 4; 5; 6; 7; 8; 9; 10; {11}; [10,0; 15,0; 20,0; 25,0; 30,0; {35,0}] ** *0,060
(0,075)		 *40(300)* 70000 Psi
(480)		 40000 Psi
(300)		 L=8"
200mm		 11...12180º
60 (420) deformed
ASTM A615/A615M-96a
*******		 40 (300) plain ¹¹ 3[10]; 4[13]; 5[16]; 6[18]; 7[22]; 8[25]; 9[29]; 10[32]; {11[36]}; ** *0,060
(0,075)		 *60(420) 90000 Psi
(620)		 60000 Psi
(420)		 L=8"
200mm		 7...9180º
60 (420) deformed
SFS
1215-1996		A500HW deformed 8; 10; 12; 14; 16; 20; 25; 32 0,20
(0,22)		1,6
(1,8)		 0,15
0,55
(0,13-0,60)		0,06
(0,07)		 0,05
(0,06)		 N2=0,012
(0,013) max
Ñeq max=0,50
(0,52) max**		 550500 L - 10d
L=200mm		 12
12		 180º
ASTM A706/A706M-90
*********		 60 (400) deformed ¹¹3; 4; 5; 6; 7; 8; 9; 10; {11} (10; 15; 20; 25; 30; {35}) 0,30
(0,33)		1,50
(1,56)		 0,50
(0,55)		0,035
(0,043)		 0,045
(0,053)		 Ñeq=0,55max
*****		80000 Psi
(550)		 Min 60000
Psi (400)
Max 78000
Psi (540)		 L=200mm12...14 180º
ÖNORM B 4200/7 Bst 550 8; 10; 12; 14; 16; 18; 20; 24; 26; 30; 32; 36; 40 0,22* * 0,050
(0,055)		0,050
(0,055)		 *620 550 L=5Dn17 90º/45º
LNEC E449-98 A400 NR 8; 10; 12; 16; 20; 25; 32; (40); 0,22
(0,24)		 ** 0,050
(0,055)		 0,050
(0,055)		 N=0,012
(0,013)
Ceq max=0,50
(0,52)		 460 400 L=5Dn 14 90º/20º
rebend
LNEC E449-98A500 NR 550500 14
CAN/CSA G.30.18-M92 300 R***10; 15 * ** 0,050
(0,060)		 ** 405300 L=8"
200mm		 11...12 180º
400 R*** 10; 15; 20; 25; 30; 35 ** * *540 40010...7
500 R*** 0,30
(0,33)		 1,60
(1,65)		 0,50
(0,55)		 0,035
(0,043)		 0,045
(0,053)		 Ceq=0,55 max
*****		 675500 9...6
400 W540 400...52513...12
500 W625 500...62512...10

* to be agreed upon with the Customer
** Ceq = C+Mn/6+(Cr+Mo+V)/5+(Ni+Cu)/15
*** Weldability is not specified
**** Sizes to be as per ASTM or as agreed upon with the Customer
***** Ceq = C+Mn/6+Cu/40+Ni/20+Cr/10-Mo/50-V/10
****** Grade 40 can be produced in the following sizes: ## 3, 4, 5, 6, [10; 15; 20]
******* Grade 40 can be produced in the following sizes: ## 3[10], 4[13], 5[16], 6[18]
******** if required, we can produce rebars of non-weldable quality RB300, RB400
*********if required, we can produce rebars to ASTM A706/A706M-96
********** Numerator is the angle of a bend and denominator is the angle of a rebend after mechanical ageing
We can also produce weldable quality steel reinforcing bars (with tensile strength of 400 and 500 N/mm2) as per Portuguese and Finnish standards.

Wire rod
Standard Steel grade Sizes / nominal diameters, mm Heat analysis, % Mechanical properties
CMn SiP max S maxOthers Tensile strength, N/mm2 Yield strength, N/mm2min Relative elongation %, min Bend test
DIN 17100-1980 drawing quality
***		 RST 37-2 5,5; 6,0; 6,5; 7,0; 7,5; 8,0; 8,5; 9,0; 9,5; 10,0; 10,5; 11,0; 11,5; 12,0; 12,5; 13,0; 13,5; 14,0 0,17
max		 * * 0,035 0,050 N=0,012
max		 340-470 235 26 D=3d
ASTM A510/A510M-96 drawing quality From 1005 5,5; 6,0; 6,5; 7,0; 7,5; 8,0; 8,5; 9,0; 9,5; 10,0; 10,5; 11,0; 11,5; 12,0; 12,5; 13,0; 13,5; 14,0 0,06
max		 0,35
max		 0,10
max		 0,050 0,050 Ni=0,30 max
Cu=0,30 max Cr=0,30 max
or *		 * * * *
From 1086 0,08-
093		 0,70-
1,00		 0,13-
0,45		 * * * *
EN 10016 part II Îò C4D 0,06
max		 0,30-
0,60		 0,30
max		 0,035 0,035 Ni=0,25 max
Cu=0,30 max
Cr=0,20 max
or *		 * * * *
Up to C88D 0,85-
0,90		 0,50-
0,80		 0,10-
0,30		 * * * *
EN 10016 part III C3D1 0,05
max		 0,20-
0,40		 0,10*
max		 0,025 0,025 * 390
max		 * * *
C4D1 0,06
max		 0,20-
0,45		 0,10
max		 * * * *
EN 10016 part IV From C3D2 0,05
max		 0,30-
0,50		 0,30
max		 0,020 0,025 * * * * *
Up to C88D2 0,86-
0,90		 0,50-
0,70		 0,10-
0,30		 * * * *
DIN 17145 welding wire quality 10MnSi5
(SG1)
11MnSi6
(SG2)
12MnSi7
(SG3)		 Excluding Ni, Cr, Mo * - alloyed steel
JIS G 3505 From SWPM 6K 5,5; 6,0; 6,4; 7,0; 8,0; 9,0; 9,5; 10,0; 11,0; 12,0; (13,0-14,0) 0,08
max		 0,60
max		 * 0,045 0,045 * * * * *
Up to SWPM 22K 0,20-
0,25		 0,30-
0,60		 * * * *
JIS G 3506 Îò SWRH 27 0,24-
0,31		 0,30-
0,60		 0,15-
0,35		 0,040 0,040 * * * * *
Up to SWRH 37 0,34-
0,41		 * * * *
From SWRH 42A/42B 0,39-
0,46		 0,30-
0,60/
0,60-
0,90		 0,15-
0,35		 0,030 0,030 * * * *
Up to SWRH 82A/82B 0,79-
0,85/
0,79-
0,86		 0,30-
0,60/
0,60-
0,90		 * * * *
JIS G 3503 SWRY 11 5,5; 6,0; 7,0; 8,0; 9,0; 9,5 0,9
max		 0,35-
0,65		 0,10* 0,020
max		 0,023
max		 Cu=0,20
max
or *		 * * * *
SWRY 21   0,06-
0,10		   0,10*       * * * *

* to be agreed upon with the Customer
** (......) less preferable size is indicated in brackets
*** DIN 17100 was substituted with EN 10025; inquiries for DIN 17100 are still actual

Equal angles and channels
Standard Steel grade Sizes, mm Heat analysis, % Mechanical properties Notes
C max Mn P max S max Others Tensile strength, N/mm2 Yield strength, N/mm2 Relative elongation 5,65 V So min Bend test 180
Din 17100  RSt 37-2 25x25x4; 5; 6
32x32x4; 5; 6
35x35x4; 5; 6
40x40x4; 5; 6
45x45x4; 5; 6
50x50x4; 5; 6 Channel #5 		0,17 max - 0,035 (0,045) 0,050 (0,060) N max - = 0,012 (0,014) Cu max - = 0,35 340-470 235 26 D=h KSVmin=27 J
In accordance with the customer's requirements
Channel #5 can be produced as per CIS standards
St 44-2 0,21 max (0,23) -   410-540 275 22 -
St 50-2 0,30 max* -   470-610 295 20 D=2,5h
EN 10025
requirements to sizes as per DIN 1028 		S235JRG2
(1.0038) 		25x25x4; 5; 6
32x32x4; 5; 6
35x35x4; 5; 6
40x40x4; 5; 6
45x45x4; 5; 6
50x50x4; 5; 6
 0,17
(0.19) 		1.40
(1.50) 		0,035 0,045 N max - = 0,012
Ceq max = 0,35%
max** 		340-470 235 26 - KSVmin=27 J
S275JR
(1.0044) 		0,21
(0,24)		 1,50
(1,70)		 0,035
(0,045)		 0,045
(0,055)		 N max=0.012
Ceq=0.40%
max** 		410-560 275 22 -
E295
(1.0050) 		- - - - Nmax=0.012 470-610 295 20 -

* to be agreed upon with the customer
** Ceq = C+Mn/6+(Cr+Mo+V)/5+(Ni+Cu)/15

 
 
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