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ASTM A1064/A1064M-12
Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
STANDARD published on 15.11.2012
The information about the standard:
Designation standards: ASTM A1064/A1064M-12
Note: WITHDRAWN
Publication date standards: 15.11.2012
SKU: NS-1273
The number of pages: 11
Approximate weight : 33 g (0.07 lbs)
Country: American technical standard
Category: Technical standards ASTM
Annotation of standard text ASTM A1064/A1064M-12 :
Keywords:
concrete reinforcement, deformations, deformed wire, reinforced concrete, reinforcing steels, steel wire, welded wire reinforcement, ICS Number Code 77.140.15 (Steels for reinforcement of concrete)
Additional information
| 1. Scope | ||
|
1.1 This specification covers carbon-steel wire and welded wire reinforcement produced from hot-rolled rod to be used for the reinforcement of concrete. The steel wire is cold-worked, drawn or rolled, plain (non-deformed, as-drawn or galvanized), or deformed. Welded wire reinforcement is made from plain or deformed wire, or a combination of plain and deformed wire. Common wire sizes and dimensions are given in Size NumberB , C, D |
Nominal Diameter |
Nominal Area |
|
W 0.5 |
0.080 [2.03] |
0.005 [3.23] |
|
W 1.2 |
0.124 [3.14] |
0.012 [7.74] |
|
W 1.4 |
0.134 [3.39] |
0.014 [9.03] |
|
W 2 |
0.160 [4.05] |
0.020 [12.9] |
|
W 2.5 |
0.178 [4.53] |
0.025 [16.1] |
|
W 2.9 |
0.192 [4.88] |
0.029 [18.7] |
|
W 3.5 |
0.211 [5.36] |
0.035 [22.6] |
|
W 4 |
0.226 [5.73] |
0.040 [25.8] |
|
W 4.5 |
0.239 [6.08] |
0.045 [29.0] |
|
W 5 |
0.252 [6.41] |
0.050 [32.3] |
|
W 5.5 |
0.265 [6.72] |
0.055 [35.5] |
|
W 6 |
0.276 [7.02] |
0.060 [38.7] |
|
W 8 |
0.319 [8.11] |
0.080 [51.6] |
|
W 10 |
0.357 [9.06] |
0.100 [64.5] |
|
W 11 |
0.374 [9.50] |
0.110 [71.0] |
|
W 12 |
0.391 [9.93] |
0.120 [77.4] |
|
W 14 |
0.422 [10.7] |
0.140 [90.3] |
|
W 16 |
0.451 [11.5] |
0.160 [103] |
|
W 18 |
0.479 [12.2] |
0.180 [116] |
|
W 20 |
0.505 [12.8] |
0.200 [129] |
|
W 22 |
0.529 [13.4] |
0.220 [142] |
|
W 24 |
0.553 [14.0] |
0.240 [155] |
|
W 26 |
0.575 [14.6] |
0.260 [168] |
|
W 28 |
0.597 [15.2] |
0.280 [181] |
|
W 30 |
0.618 [15.7] |
0.300 [194] |
|
W 31 |
0.628 [16.0] |
0.310 [200] |
|
W 45 |
0.757 [19.2] |
0.450 [290] |
Size NumberB , C, D
Nominal Diameter
mm [in.]E
Nominal Area
mm2 [in. 2]
MW 5
2.52 [0.099]
5 [0.008]
MW 10
3.57 [0.140]
10 [0.016]
MW 15
4.37 [0.172]
15 [0.023]
MW 20
5.05 [0.199]
20 [0.031]
MW 25
5.64 [0.222]
25 [0.039]
MW 30
6.18 [0.243]
30 [0.047]
MW 35
6.68 [0.263]
35 [0.054]
MW 40
7.14 [0.281]
40 [0.062]
MW 45
7.57 [0.298]
45 [0.070]
MW 50
7.98 [0.314]
50 [0.078]
MW 55
8.37 [0.329]
55 [0.085]
MW 60
8.74 [0.344]
60 [0.093]
MW 65
9.10 [0.358]
65 [0.101]
MW 70
9.44 [0.372]
70 [0.109]
MW 80
10.1 [0.397]
80 [0.124]
MW 90
10.7 [0.421]
90 [0.140]
MW 100
11.3 [0.444]
100 [0.155]
MW 120
12.4 [0.487]
120 [0.186]
MW 130
12.9 [0.507]
130 [0.202]
MW 200
16.0 [0.628]
200 [0.310]
MW 290
19.2 [0.757]
290 [0.450]
Nominal Dimensions
Deformation Requirements
Deformed Wire SizeA, B, C, D
Unit Weight, lb/ft
Diameter, in.E
Cross-Sectional Area, in.2 F
Minimum Average Height of Deformations, in.G, H, I
D1
0.034
0.113
0.010
0.0045
D2
0.068
0.160
0.020
0.0063
D3
0.102
0.195
0.030
0.0078
D4
0.136
0.226
0.040
0.0101
D5
0.170
0.252
0.050
0.0113
D6
0.204
0.276
0.060
0.0124
D7
0.238
0.299
0.070
0.0134
D8
0.272
0.319
0.080
0.0143
D9
0.306
0.339
0.090
0.0152
D10
0.340
0.357
0.100
0.0160
D11
0.374
0.374
0.110
0.0187
D12
0.408
0.391
0.120
0.0195
D13
0.442
0.407
0.130
0.0203
D14
0.476
0.422
0.140
0.0211
D15
0.510
0.437
0.150
0.0218
D16
0.544
0.451
0.160
0.0225
D17
0.578
0.465
0.170
0.0232
D18
0.612
0.479
0.180
0.0239
D19
0.646
0.492
0.190
0.0245
D20
0.680
0.505
0.200
0.0252
D21
0.714
0.517
0.210
0.0259
D22
0.748
0.529
0.220
0.0265
D23
0.782
0.541
0.230
0.0271
D24
0.816
0.553
0.240
0.0277
D25
0.850
0.564
0.250
0.0282
D26
0.884
0.575
0.260
0.0288
D27
0.918
0.586
0.270
0.0293
D28
0.952
0.597
0.280
0.0299
D29
0.986
0.608
0.290
0.0304
D30
1.02
0.618
0.300
0.0309
D31
1.05
0.628
0.310
0.0314
D45
1.53
0.757
0.450
0.0379
Nominal Dimensions
Deformation Requirements
Deformed Wire SizeA, B, C, D
D [in.2 × 100]
Unit Mass, kg/m
Diameter, mmE
Cross-Sectional Area, mm2 F
Minimum Average Height of Deformations, mmG, H, I
MD 25
[D 3.9]
0.196
5.64
25
0.252
MD 30
[D 4.7]
0.235
6.18
30
0.279
MD 35
[D 5.4]
0.275
6.68
35
0.302
MD 40
[D 6.2]
0.314
7.14
40
0.320
MD 45
[D 7.0]
0.353
7.57
45
0.342
MD 50
[D 7.8]
0.392
7.98
50
0.360
MD 55
[D 8.5]
0.432
8.37
55
0.378
MD 60
[D 9.3]
0.471
8.74
60
0.392
MD 65
[D 10.1]
0.510
9.10
65
0.455
MD 70
[D 10.9]
0.549
9.44
70
0.470
MD 80
[D 12.4]
0.628
10.1
80
0.505
MD 90
[D 14.0]
0.706
10.7
90
0.535
MD 100
[D 15.5]
0.785
11.3
100
0.565
MD 120
[D 18.6]
0.942
12.4
120
0.620
MD 130
[D 20.2]
1.02
12.9
130
0.645
MD 200
[D 31.0]
1.57
16.0
200
0.800
MD 290
[D 45.0]
2.28
19.2
290
0.961
1.2 Supplementary Requirements
describe high-strength wire, which manufacturers furnish when
specifically ordered. Manufacturers furnish high-strength wire in
place of regular wire if mutually agreed to by the purchaser and
the manufacturer.
1.3 The values stated in either inch-pound or SI units are to be regarded separately as standard. Within the text the SI units are shown in brackets (except in 1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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Standard Practice for Calibration, Verification, and Classification of Extensometer Systems |
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Standard Test Methods and Definitions for Mechanical Testing of Steel Products |
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MIL-STD-129 |
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Available from ASTM International Headquarters. Order Adjunct No. . Original adjunct produced in 1967. |
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Standard Specification for Zinc–Coated (Galvanized) Carbon Steel Wire |
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