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Strength of Reinforcement
Specified Designation Nominal Sizes Characteristic
Yield Strength mm N/mm2
Hot rolled mild steel All sizes 250 (BS 4449)
Hot rolled high yield All sizes 410 (BS 4449)
Cold worked high yield Up to and including 16 over 16 460 (BS 4461) 425
Hard Drawn steel wire Up to and including 12 485 (BS 4482)
Imperial Wire Section
SWG 1 2 3 4 5 6 10
dia.mm 7.62 7.01 6.40 5.89 5.38 4.88 3.25
ins 0.300 0.276 0.252 0.232 0.212 0.192 0.128
mass kg/m 0.358 0.303 0.252 0.214 0.179 0.146 0.065
lb/ft 0.240 0.203 0.170 0.144 0.120 0.98 0.044
area mm2 45.6 38.6 32.2 27.3 22.7 18.7 8.3
in2 0.0707 0.0598 0.0499 0.0422 0.0352 0.0290 0.0129
Fabric Comparison Chart
Metric Fabric A4 AS A6 A6.5 A7 AS A9 A10
Cross-sectional
area 54 123 149 179 211 253 299 (0.026) (0.058) (0.071) (0.085) (0.100) (0.120) (0.141)
mm2/m
(m2/ft)
Imperial Fabric 610 66 65 64 63 62 61
121
8.5.4483 Longitudinal Wires Cross Wires Cross-Sectional
Area Mass Per Ref. No. or
MS 145 Unit Area Size Spacing Size Spacing Long'L Cross kg/m2 Ret. No. mm mm mm mm mm2/m mm2/m
RA12 AS6S 12 200 12 200 S6S S6S 8.88 RA 10 A393 10 200 10 200 393 393 6.16 RA9 A318 9 200 9 200 318 318 4.99 RAB A2S2 8 200 8 200 2S2 2S2 3.9S
SQUARE RA? A193 7 200 7 200 193 193 3.02 MESH RA6.S A166 6.S 200 6.S 200 166 166 2.61
RA6 A142 6 200 6 200 142 142 2.22 RAS A98 s 200 s 200 98 98 1.S4 RA4 A63 4 400 4 200 63 63 0.99
RB12 B1131 12 100 8 200 1131 2S2 10.90 RB10 B 78S 10 100 8 200 78S 2S2 8.14 RB9 B 636 9 100 8 200 636 2S2 6.97
RECTANGULAR RB8 b S03 8 100 8 200 S03 2S2 S.93 MESH RB 7 B 38S 7 100 7 200 38S 193 4.S3
RB6 B 283 6 100 7 200 283 193 3.73 RBS B 196 s 100 7 200 196 193 3.0S
RC10 c 78S 10 100 6 400 78S 71 6.72 RC9 c 636 9 100 6 400 636 71 S.SS
LONG RC8 c S03 8 100 s 400 S03 49 4.34 RECTANGULAR RC? c 38S 7 100 s 400 38S 49 3.41
MESH RC6 c 283 6 100 s 400 283 49 2.61 RCS c 196 s 100 s 400 196 49 1.93
RD12 D 1131 12 100 12 100 1131 1131 17.?S RD10 D 78S 10 100 10 100 78S 78S 12.32 RD 9 D 636 9 100 9 100 636 636 9.98
SMALL RD 8 D S03 8 100 8 100 S03 S03 7.90 SQUARE RD 7 D 38S 7 100 7 100 38S 38S 6.04
MESH RD 6 D 283 6 100 6 100 283 283 4.44 RDS D 196 s 100 s 100 196 196 3.08 RD4 D 126 4 100 4 100 126 126 1.97
SPECIAL SQUARE/ 2-8 so 2-8 SO I 2S RECTANGULAR - - - - -
MESH
122
Std. Size (mm) Cross- Unit No. of Pcs. Weight Deviation over and under High Yield Mild Steel Sectional Weight 12m Length Per Bundle The nominal Mass Per Meta Run% Deformed Round Area (mm2 ) (kg/m) Per Bundle (MT)
D8 8 50.3 0.395 210 0.995 -
D9 9 63.6 0.499 168 1.006
D10 10 78.5 0.616 138 1.020 +6.5%
D12 12 113.1 0.888 96 1.023
D16 16 201.1 1.579 54 1.023
D20 20 314.2 2.466 34 1.006
D22 22 380.1 2.984 28 1.003
+4.5% D25 25 490.9 3.854 22 1.017
D28 28 615.8 4.834 18 1.044
D32 32 804.2 6.313 14 1.061
D40 - 1.256.6 9.864 9 1.065
High Yield Deformed Bar Standard Lenght: 12 metres straight
Mild Steel Round Bar Standard Length: 12 metres straight or 12 metres once folded
Special cut length can be produced from 6m to 15m on a certain min. quantity per size per order upon request.
Hot Rolled Steel Bars for The Reinforcement of Concrete Specification
MS146 :2000
BS 4449 : 1997
SS2 PART2 : 1999
SS2 PART 1 : 1999
ASINZS 46571 : 2001
Note:
Grade
High Yield Deformed Bar G460
High Yield Deformed Bar G500
Mild Yield Round Bar G250
High Yield Deformed Bar G460
Mild Steel Round Bar G250
High Yield Deformed Bar G500
Mild Steel Round Bar GJOO
High Yield Deformed Bar GSOON
Mild Steel Round Bar G250N
High Yield Deformed Bar GSOOE
Mild Steel Round Bar G300E
CE
GL
so D
0
Torsid Bars
C%Max
0.25
0.30
0.25
0.25
0.25
0.22
0.22
0.22
0.22
0.22
Chemical Comoosition
51%Max Mn%Max P%Max S%Max
0.050 0.050
0.050 0.050
0.060 0.060
0.050 0.050
0.060 0.060
0.60 1.70 0.050 0.050
0.060 0.060
0.050 0.050
0.050 0.050
- 0.050 0.050 0.050 0.050
Carbon Equivalent c
Gauge length
Original Cross Section Area of Test Piece
Niminal Size of Bar
Diameter
Min Size
Ce%Max (mm) Yield
(N/mmi)
0.51 All Size 460
0.51 All Size 500
0.42 All Size 250
0.51 All Size 500
0.42 All Size 250
0.50 All Size 500
Nil 6-20 300
0.44 12-36 500-650
0.43 12-36 250
0.49 6-40 500-800
0.43 6-25 300-380
Mn
Min Min Tensile Strees {N/mm2) Ratio
1.05
1.05
1.05
1.08
1.15
550 1.05
330 1.10
1.08
1.08
1.15-1.40
1.15-1.50
Cr+Mo+V 5
Min Elongation
GL=5.65 SO (%)
12
12
22
14
22
14
16
Ni +Cu 15
Former0i Former0 Total EL of for180" for45 Max Load Bend Test RebendTest
Min Anti%\ Imm\ fmml
30 50
30 50
20 20
016=70
20
2.5 20-250
12.50-63
5 0>20=40
5 0>20=40
10 0>20=40
15 0>20=40
TORSID bars are produced from low carbon steel by a special heat treatment process during rolling giving the bar an exceptional combination of strength, tougnness, ductility and weldability and has the exact properties ofTEMPCORE bars. It complies with all the test requirement of BS 4449: 1997. Ms 146: 2000, SS2 PART 1 & 2 : 1999 AND AS/NZS 4671 : 2001 pertaining to yield stess, tensile strength, elongation, bending, rebending and weldability.
123
Former0 for90"
RebendTest fmml
32-400
0>16=40
0>16=40
0>16=40
0>16=40
Cold Finished Carbon Steel Bars
Specification (JIS G 3108)
Classification Notation c
Class 2 SGD-2 0.10-0.15
Class 3 SGD-3 0.15-0.20
Cold Finished Carbon Steel Bars
Specification (JIS G 3108)
Notation c
S10C 0.08 -0.13
S12C 0.10 -0.15
S15C 0.13 -0.18
S17C 0.15-0.20
SZOC 0.18 - 0.23
S22C 0.20 - 0.25
S25C 0.22 - 0.28
S28C 0.25 - 0.31
S30C 0.27 - 0.33
S33C 0.30 - 0.36
S35C 0.32 - 0.38
S38C 0.35 - 0.41
S40C 0.37 - 0.43
S43C 0.37 - 0.43
S48C 0.42 - 0.48
S48C 0.45 - 0.51
S50C 0.47 - 0.53
S53C 0.50 - 0.56
S55C 0.52 - 0.58
S58C 0.55 - 0.61
Chemical Composition(%)
Si Mn
0.40 max 0.30 - 0.60
0.40 max 0.30 - 0.60
Chemical Composition(%)
Si Mn
0.15 - 0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15- 0.35 0.30- 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
0.15-0.35 0.30 - 0.60
Note: In addition we can manufacture products in conformity to other foreign standards such as AISI, SAB.
124
p s 0.045 max 0.045 max
0.045 max 0.045 max
p s 0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
0.030 max 0.035 max
Common to Steel Bars for General Structure, Cold Finished Carbon Steel Bars, Carbon Steel Bars for Machine Structural Use, and Steel Rod for Chains.
Dimensions and Weight
Rated diameter Unit weight (mm) (kg/m)
42 10.9
44 11.9
46 13.0
48 14.2
50 15.4
56 18.7
60 22.2
65 26.0
70 30.2
75 34.7
80 39.5
85 44.5
90 49.9
95 55.6
100 61.7
105 68.0
110 74.6
120 88.8
130 104
140 121
150 139
160 158
170 178
180 200
190 223
200 247
125
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