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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 mm 2 45.6 38.6 32.2 27.3 22.7 18.7 8.3 in 2 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

Wire Mesh Steel Reinforcement Bars

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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

  • en CW ...I

    ...I en D:: !::::!