• ASTM A615/A615M-13

ASTM A615/A615M-13

Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM International, 10/01/2013

Publisher: ASTM

File Format: PDF

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Published:01/10/2013

Pages:7

File Size:1 file , 100 KB

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1.1 This specification covers deformed and plain carbon-steel bars for concrete reinforcement in cut lengths and coils. Steel bars containing alloy additions, such as with the American Iron and Steel Institute and the Society of Automotive Engineers series of alloy steels, are permitted if the resulting product meets all the other requirements of this specification. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables) shall not be considered as requirements of the specification.

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

Bar Designation No.

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

Nominal DimensionsA

Deformation Requirements, in. [mm]

Diameter,
in. [mm]

Cross-Sectional Area,
in. 2  [mm²]

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]

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