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FIGURE 31 Deformations on Steel Reinforcing Bars
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(Manual of Standard Practice, Concrete Reinforcing Steel Institute, 1973)
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There are some differences between the three standards in terms of the bar sizes and grades that are included One significant difference is that ASTM A 706 is the only standard of the three that limits the chemical composition and carbon equivalent of the steel that is used to make the bar so that weldability is enhanced The physical requirements for steel reinforcing bars are shown in Table 34 When reinforcing bars must be spliced, several alternative methods are available When the steel material permits it (as in ASTM A 706), the bar ends may be welded Welded connections must be capable of resisting 125 percent of the bar s specified yield strength Bar ends may also be overlapped, either in contact or not in contact Requirements for lap splicing are discussed in 7 Alternatively, bar ends may be connected by a mechanical coupler, as illustrated in Figure 33 Mechanical couplers must be capable of resisting 125 percent of the bar s specified yield strength
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TABLE 32 Overall Diameters of Steel Reinforcing Bars Approximate Diameter to Outside of Deformations (in) 7/16 9/16 11/16 7/8 1 1-1/8 1-1/4 1-7/16 1-5/8
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Bar Designation No 3 4 5 6 7 8 9 10 11
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(Manual of Standard Practice, Concrete Reinforcing Steel Institute, 1973)
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TABLE 33
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Section Properties of Deformed Steel Reinforcing Bars Nominal Dimensions* Deformation Requirements Perimeter (in) 1178 1571 1963 2356 2749 3142 3544 3990 4430 Nominal Weight (plf) 0376 0668 1043 1502 2044 2670 3400 4303 5313 Maximum Average Spacing (in) 0262 0350 0437 0525 0612 0700 0790 0889 0987 Minimum Average Height (in) 0015 0020 0028 0038 0044 0050 0056 0064 0071 Max Gap (Chord of 125% of Nominal Perimeter) 0143 0191 0239 0286 0334 0383 0431 0487 0540 CrossSectional Area (sqin) 011 020 031 044 060 079 100 127 156
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Bar No 3 4 5 6 7 8 9 10 11
Diameter (in) 0375 0500 0625 0750 0875 1000 1128 1270 1410
* Nominal dimensions of deformed bars are the same as a round bars having the same weight per foot as the deformed bar (Extracted, with permission, from ASTM A 615 Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement, ASTM A 706 Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement, and ASTM A 996 Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete
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main ribs main ribs letter or symbol for producing mill bar size #6 single line = grade 60, double line = grade 75 type of steel N = new billet S = per SI line system grade marks letter symbol for producing mill bar size #11 type of steel N = new billet A = axle W = low alloy S = per SI I = rail grade mark or minimum yield designation number system grade marks
FIGURE 32 Identifying Designations on Steel Reinforcing Bars
(Beall & Jaffe, Concrete and Masonry Databook, McGraw-Hill, 2003)
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Reinforcing bars are fabricated with a standardized marking system to identify the mill that produced the bar, the bar size, the steel type, and the yield of the steel
coupler for thread-deformed reinforcing bars
splice sleeve tap hole
filler material reinforcing bar steel-filled tension-compression coupling sleeve FIGURE 33 Reinforcing Bar Coupler
(ACI 4393R-91, Mechanical Connections of Reinforcing Bars, American Concrete Institute International)
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TABLE 34 ASTM A615 Billet Steel
Physical Requirements for Steel Reinforcing Bars Bar Sizes No 3 through No 6 No 3 through No 11, 14 and 18 No 6 through 11, 14 and 18 No 3 11, 14 and 18 No 3 through No 8 No 3 through No 8 No 3 through No 8 Grade 40 60 75 60 40 50 60 Min Yield Strength (psi) 40,000 60,000 75,000 60,000 40,000 50,000 60,000 Min Tensile Strength (psi) 60,000 90,000 100,000 80,000 70,000 80,000 90,000
A706 Low-Alloy Steel* A 996 Rail-Steel and Axle-Steel
* ASTM A706 requires a maximum yield strength of 78,000 psi and tensile strength at least 125 times the actual yield strength (Extracted, with permission, from ASTM A 615 Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement, ASTM A 706 Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement, and ASTM A 996 Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement, copyright ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428 Copies of the complete standards may be obtained from ASTM, phone: 610-832-9585, email: service@astmorg, website: wwwastmorg)
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