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Standard Specification for Deformed and Plain, Low-carbon, Chromium, Steel Bars for Concrete Reinforcement
Automatische name übersetzung:
Standard-Spezifikation für verformt und Plain, Low-Carbon , Chrom, Steel Bars für die Betonbewehrungen
NORM herausgegeben am 1.4.2013
Bezeichnung normen: ASTM A1035/A1035M-13
Anmerkung: UNGÜLTIG
Ausgabedatum normen: 1.4.2013
SKU: NS-1159
Zahl der Seiten: 6
Gewicht ca.: 18 g (0.04 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
Keywords:
concrete reinforcement, deformations (protrusions), low-carbon, chromium steel bars, ICS Number Code 77.140.15 (Steels for reinforcement of concrete)
| 1. Scope | |||||||
|
1.1 This specification covers low-carbon, chromium, steel bars, deformed and plain for concrete reinforcement in cut lengths and coils. The standard sizes and dimensions of deformed bars and their number designations are given in Bar Designation |
Nominal Weight, lb/ft |
Nominal DimensionsA |
Deformation Requirements, in. [mm] |
||||
|
Diameter, |
Cross-Sectional |
Perimeter |
Maximum |
Minimum |
Maximum Gap |
||
|
3 [10] |
0.376 [ 0.560] |
0.375 [ 9.5] |
0.11 [ 71] |
1.178 [ 29.9] |
0.262 [ 6.7] |
0.015 [0.38] |
0.143 [ 3.6] |
|
4 [13] |
0.668 [ 0.994] |
0.500 [12.7] |
0.20 [ 129] |
1.571 [ 39.9] |
0.350 [ 8.9] |
0.020 [0.51] |
0.191 [ 4.9] |
|
5 [16] |
1.043 [ 1.552] |
0.625 [15.9] |
0.31 [ 199] |
1.963 [ 49.9] |
0.437 [11.1] |
0.028 [0.71] |
0.239 [ 6.1] |
|
6 [19] |
1.502 [ 2.235] |
0.750 [19.1] |
0.44 [ 284] |
2.356 [ 59.8] |
0.525 [13.3] |
0.038 [0.97] |
0.286 [ 7.3] |
|
7 [22] |
2.044 [ 3.042] |
0.875 [22.2] |
0.60 [ 387] |
2.749 [ 69.8] |
0.612 [15.5] |
0.044 [1.12] |
0.334 [ 8.5] |
|
8 [25] |
2.670 [ 3.973] |
1.000 [25.4] |
0.79 [ 510] |
3.142 [ 79.8] |
0.700 [17.8] |
0.050 [1.27] |
0.383 [ 9.7] |
|
9 [29] |
3.400 [ 5.060] |
1.128 [28.7] |
1.00 [ 645] |
3.544 [ 90.0] |
0.790 [20.1] |
0.056 [1.42] |
0.431 [10.9] |
|
10 [32] |
4.303 [ 6.404] |
1.270 [32.3] |
1.27 [ 819] |
3.990 [101.3] |
0.889 [22.6] |
0.064 [1.63] |
0.487 [12.4] |
|
11 [36] |
5.313 [ 7.907] |
1.410 [35.8] |
1.56 [1006] |
4.430 [112.5] |
0.987 [25.1] |
0.071 [1.80] |
0.540 [13.7] |
|
14 [43] |
7.65 [11.38 ] |
1.693 [43.0] |
2.25 [1452] |
5.32 [135.1] |
1.185 [30.1] |
0.085 [2.16] |
0.648 [16.5] |
|
18 [57] |
13.60 [20.24 ] |
2.257 [57.3] |
4.00 [2581] |
7.09 [180.1] |
1.58 [40.1] |
0.102 [2.59] |
0.864 [21.9] |
Grade 100 [690]
Grade 120 [830]
Tensile strength, min, psi [MPa]
150 000 [1030]
150 000 [1030]
Yield strength (0.2 % offset), min, psi [MPa]
100 000 [ 690]
120 000 [ 830]
Stress corresponding to an extension
under
load of 0.0035 in./in. [0.0035 mm/mm],
min, psi [MPa]
80 000 [ 550]
90 000 [ 620]
Elongation in 8 in. [200 mm], min, %:
Bar Designation No.
3 through 11 [10 through 36]
7
7
14, 18 [43, 57]
6
—
1.6 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.
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MIL-STD-129 |
Marking for Shipment and Storage |
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