• ASTM A706/A706M-14

ASTM A706/A706M-14

Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement

ASTM International, 04/01/2014

Publisher: ASTM

File Format: PDF

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Published:01/04/2014

Pages:7

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1.1 General-This specification covers deformed and plain low-alloy steel bars in cut lengths and coils for concrete reinforcement intended for applications where restrictive mechanical properties and chemical composition are required for compatibility with controlled tensile property applications or to enhance weldability. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1.

TABLE 1 Deformed Bar Designation Numbers, Nominal Weights [Masses], Nominal Dimensions, and Deformation Requirements

Bar
Desig-
nation
No.

Nominal Weight, lb/ft [Nominal Mass, kg/m]

Nominal DimensionsA

Deformation Requirements, in. [mm]

Diameter,
in. [mm]

Cross-Sectional Area in. 2 [mm 2]

Perimeter,
in. [mm]

Maximum Average Spacing

Minimum Average Height

Maximum Gap (Chord of 12.5 % of Nominal Perimeter)

 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]

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