Grade 60 All-Thread Rebar

Grade 60 All-Thread Rebar

Bar Designation
Nominal Diameter
& Pitch
Minimum
Net Area
Thru Threads
Minimum
Ultimate
Strength
Minimum
Yield
Strength
Nominal
Weight
Approx.
Thread
Major Dia.
Part
Number
#4 – 1/2”
(13 mm)
0.2 in2
(129 mm2)
16 kips
(71.2 kN)
12.0 kips
(53.4 kN)
0.68 lbs/ft
(1.0 kg/m)
5/8”
(16 mm)
R51-04
#5 – 5/8”
(16 mm)
0.32 in2
(206 mm2)
25.6 kips
(114 kN)
19.2 kips
(85.4 kN)
1.09 lbs/ft
(1.6 kg/m)
3/4”
(19 mm)
R51-05
#6 – 3/4” – 5
(19 mm)
0.44 in2
(284 mm2)
35.2 kips
(157 kN)
26.4 kips
(117 kN)
1.5 lbs/ft
(2.4 kg/m)
7/8”
(22 mm)
R51-06
#7 – 7/8” – 5
(22 mm)
0.60 in2
(387 mm2)
48.0 kips
(214 kN)
36.0 kips
(160 kN)
2.0 lbs/ft
(3.0 kg/m)
1”
(25 mm)
R51-07
#8 – 1” – 3-1/2
(25 mm)
0.79 in2
(510 mm2)
63.2 kips
(281 kN)
47.4 kips
(211 kN)
2.7 lbs/ft
(3.9 kg/m)
1-1/8”
(29 mm)
R51-08

Structural Properties

Minimum
Yield
Ultimate
Tensile
Typical Elongation
in 8″ bar
60 KSI
(413 MPa)
80 KSI
(552 MPa)
7% min

Williams All-Thread Grade 60 Rebar is a continuously threaded bendable alternative to traditional rebar. All-Thread-Rebar can be spliced with a mechanical coupling which is capable of developing 100% of the bars tensile capacity.

System Advantages

The Williams All-thread Rebar Splice System allows you to field produce RebarDowel Connections from stock inventory. The ease of producing your own splices simplifies the forming operation and helps meet scheduling deadlines.

  • No waiting for custom sizes or lengths
  • Easy field assembly
  • No special tools required
  • Eliminates Protruding Dowels
  • No torque requirements
  • Stop type coupling ensures proper engagement
  • Reduces forming and stripping cost
  • Full Strength Splice

System Compliance

The Grade 60 All-Thread Rebar Splice System complies with the following standards and specifications.

  • IAPMO Evaluation Report # 0205
  • American Concrete Institute (ACI Standard 318)
  • 2009 International Building Code (IBC)
  • 2009 International Residential Code (IRC)
  • State Departments of Transportation

 

Accessories

R52 Stop-Type Couplings

Grade 60 All-Thread Rebar

Bar Desig. &
Nominal Dia.
Outside
Diameter
Overall
Length
Part
Number
#4 – 1/2”
(13 mm)
15/16”
(24 mm)
2-1/8”
(54 mm)
R52-04
#5 – 5/8”
(16 mm)
1-1/16”
(27 mm)
2-3/8”
(60 mm)
R52-05
#6 – 3/4”
(19 mm)
1-1/4”
(32 mm)
2-3/4”
(70 mm)
R52-06
#7 – 7/8”
(22 mm)
1-3/8”
(35 mm)
3-1/4”
(83 mm)
R52-07
#8 – 1”
(25 mm)
1-5/8”
(41 mm)
3-7/8”
(98 mm)
R52-08

C2DD Flange Coupling

Grade 60 All-Thread Rebar

Bar Desig. &
Nominal Dia.
Outside
Diameter
Coupling
Length
Flange
Depth
Flange
Width
Part
Number
#4 – 1/2”
(13 mm)
15/16”
(24 mm)
2-1/8”
(54 mm)
0.06”
(1.6 mm)
2”
(51 mm)
C2DD-04
#5 – 5/8”
(16 mm)
1-1/16”
(27 mm)
2-3/8”
(60 mm)
0.06”
(1.6 mm)
2”
(51 mm)
C2DD-05
#6 – 3/4”
(19 mm)
1-1/4”
(32 mm)
2-3/4”
(70 mm)
0.06”
(1.6 mm)
2”
(51 mm)
C2DD-06
#7 – 7/8”
(22 mm)
1-3/8”
(35 mm)
3-1/4”
(83 mm)
0.06”
(1.6 mm)
3”
(76 mm)
C2DD-07
#8 – 1”
(25 mm)
1-5/8”
(41 mm)
3-7/8”
(98 mm)
0.06”
(1.6 mm)
3”
(76 mm)
C2DD-08

 

R53 Hex Nuts

Grade 60 All-Thread Rebar

Bar Desig. &
Nominal Dia.
Across
Flats
Across
Corners
Thickness Part
Number
#4 – 1/2”
(13 mm)
15/16”
(24 mm)
1.08”
(28 mm)
5/8”
(16m)
R53-04
#5 – 5/8”
(16 mm)
1-1/16”
(27 mm)
1.23”
(31 mm)
3/4”
(19 mm)
R53-05
#6 – 3/4”
(19 mm)
1-1/4”
(32 mm)
1.44”
(37 mm)
7/8”
(22 mm)
R53-06
#7 – 7/8”
(22 mm)
1-7/16”
(37 mm)
1.66”
(42 mm)
1”
(25 mm)
R53-07
#8 – 1”
(25 mm)
1-5/8”
(41 mm)
1.88”
(48 mm)
1-1/8”
(29 mm)
R53-08

R9F Hardened Washers

Grade 60 All-Thread Rebar

Bar Desig. &
Nominal Dia.
Outside
Diameter
Inside
Diameter
Thickness Part
Number
#4 – 1/2”
(13 mm)
1-5/16”
(33 mm)
11/16”
(18mm)
9/64”
(3.6 mm)
R9F-05-436
#5 – 5/8”
(16 mm)
1-7/16”
(37 mm)
13/16”
(21 mm)
9/64”
(3.6 mm)
R9F-06-436
#6 – 3/4”
(19 mm)
1-3/4”
(45 mm)
15/16”
(24 mm)
5/32”
(4 mm)
R9F-07-436
#7 – 7/8”
(22 mm)
2”
(51 mm)
1-1/16”
(29 mm)
5/32”
(4 mm)
R9F-08-436
#8 – 1”
(25 mm)
2-1/4”
(57 mm)
1-3/16”
(30 mm)
5/32”
(4 mm)
R9F-09-436

 

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