All-Thread Bar Data

Williams All-Thread-Bars are used with the Ultrabond adhesive for unmatched anchoring versatility and capacities.  The Ultrabond adhesive provides a molecular bond to the substrate while coating and protecting the embedded dowel.  Epoxy Adhesive concrete anchors should be designed utilizing methods in Chapter 17 of the latest edition of ACI 318. Bars can be ordered cut to length or in stock lengths up to 50 feet for job-site cutting.  Williams offers hex nuts, plates and washers with each anchor bar.  Williams recommends epoxy anchors to only be specified as passive (non-prestressed) anchors. 

Williams bars should never be torch cut.

R61 Grade 75 and Grade 80 All-Thread Rebar – ASTM A615

Bar
Diameter
Minimum
Ultimate
Strength
Grade 75
Minimum
Yield Strength
Grade 80
Minimum
Yield Strength
Approximate
Thread
Major
Diameter
Recommended
Hole
Diameter
Maximum
Recommended
Embedment
Depth (1)
Quantity of
Ultrabond
per
Hole (2)
#6 – 3/4”
(19 mm)
44 kips
(196 kN)
33 kips
(147 kN)
35 kips
(156 kN)
7/8”
(22 mm)
1”
(25 mm)
15”
(381 mm)
2.9 oz
(5.2 in³)
#7 – 7/8”
(22 mm)
60 kips
(267 kN)
45 kips
(200 kN)
48 kips
(214 kN)
1”
(25 mm)
1-1/8”
(28 mm)
17-1/2”
(445 mm)
3.8 oz
(6.9 in³)
#8 – 1”
(25 mm)
79 kips
(351 kN)
59 kips
(264 kN)
63 kips
(280 kN)
1-1/8”
(28 mm)
1-1/4”
(32 mm)
20”
(508 mm)
4.9 oz
(8.8 in³)
#9 – 1-1/8”
(28 mm)
100 kips
(445 kN)
75 kips
(334 kN)
80 kips
(356 kN)
1-1/4”
(32 mm)
1-3/8”
(35 mm)
22-1/2”
(572 mm)
6.1 oz
(11 in³)
#10 – 1-1/4”
(32 mm)
127 kips
(565 kN)
95 kips
(424 kN)
102 kips
(454 kN)
1-3/8”
(35 mm)
1-5/8”
(41 mm)
25”
(635 mm)
11.8 oz
(21.2 in³)
#11 – 1-3/8”
(35 mm)
156 kips
(694 kN)
117 kips
(521 kN)
125 kips
(556 kN)
1-1/2”
(38 mm)
1-3/4”
(45 mm)
27-1/2”
(699 mm)
14 oz
(25.3 in³)
#14 – 1-3/4”
(45 mm)
225 kips
(1001 kN)
169 kips
(750 kN)
180 kips
(801 kN)
1-7/8”
(48 mm)
2-1/8”
(55 mm)
35”
(889 mm)
22.2 oz
(40 in³)
#18 – 2-1/4”
(55 mm)
400 kips
(1780 kN)
300 kips
(1335 kN)
320 kips
(1423 kN)
2-7/16”
(62 mm)
2-3/4”
(70 mm)
45”
(1143 mm)
49 oz
(88.4 in³)

 

B8V High Impact Bar – Grade B7 – ASTM A193

Bar
Diameter
Minimum
Net Area
Thru Threads
Yield
Strength
Ultimate
Tensile
Strength
Approximate
Thread
Major
Diameter
Recommended
Hole
Diameter
Maximum
Recommended
Embedment
Depth (1)
Quantity of
Ultrabond
per
Hole (2)
1/2” – 13 UNC
(13 mm)
0.14 in2
(91.6 mm2)
14.9 kips
(66 kN)
17.7 kips
(79 kN)
1/2”
(13 mm)
9/16”
(14.3 mm)
10”
(254 mm)
0.3 oz
(0.5 in³)
5/8” – 11 UNC
(16 mm)
0.23 in2
(146 mm2)
23.7 kips
(105 kN)
28.3 kips
(126 kN)
5/8”
(16 mm)
3/4”
(19 mm)
12-1/2”
(318 mm)
0.9 oz
(1.7 in³)
3/4” – 10 UNC
(19 mm)
0.33 in2
(215 mm2)
35.1 kips
(156 kN)
41.8 kips
(186 kN)
3/4”
(19 mm)
7/8”
(22 mm)
15”
(381 mm)
1.3 oz
(2.4 in³)
7/8” – 9 UNC
(22 mm)
0.46 in2
(298 mm2)
48.5 kips
(216 kN)
57.8 kips
(257 kN)
7/8”
(22 mm)
1”
(25 mm)
17-1/2”
(445 mm)
1.8 oz
(3.2 in³)
1” – 8 UNC
(25 mm)
0.61 in2
(391 mm2)
63.6 kips
(283 kN)
75.8 kips
(337 kN)
1”
(25 mm)
1-1/8”
(29 mm)
20”
(508 mm)
2.3 oz
(4.2 in³)
1-1/8” – 7 UNC
(29 mm)
0.76 in2
(492 mm2)
80.1 kips
(356 kN)
95.4 kips
(424 kN)
1-1/8”
(28 mm)
1-1/4”
(32 mm)
22-1/2”
(572 mm)
2.9 oz
(5.3 in³)
1-1/4” – 7 UNC
(32 mm)
0.97 in2
(625 mm2)
102 kips
(452 kN)
121 kips
(538 kN)
1-1/4”
(32 mm)
1-3/8”
(35 mm)
25”
(635 mm)
3.6 oz
(6.5 in³)
1-3/8” – 8 UN
(35 mm)
1.23 in2
(794 mm2)
129 kips
(574 kN)
154 kips
(683 kN)
1-3/8”
(35 mm)
1-5/8”
(41 mm)
27-1/2”
(699 mm)
9 oz
(16.2 in³)
1-1/2” – 6 UNC
(38 mm)
1.41 in2
(909 mm2)
148 kips
(658 kN)
176 kips
(783 kN)
1-1/2”
(38 mm)
1-3/4”
(45 mm)
30”
(762 mm)
10.6 oz
(19.2 in³)
1-3/4” – 5 UNC
(45 mm)
1.90 in2
(1226 mm2)
200 kips
(887 kN)
238 kips
(1056 kN)
1-3/4”
(45 mm)
2”
(51 mm)
35”
(889 mm)
14.3 oz
(25.8 in³)
2” – 6 UN
(51 mm)
2.65 in2
(1710 mm2)
278 kips
(1237 kN)
331 kips
(1467 kN)
2”
(51 mm)
2-1/4”
(57 mm)
40”
(1016 mm)
18.5 oz
(33.4 in³)
  1. Recommend embedment depths are based on ACI 318-14, Section 17.3.2.3 with Maximum embedment depth not to exceed 20 bar diameters.  Greater embedments depths may be considered provided each anchor is tested to verify adequate bond strength.

  2. Volumes are based on the Maximum Recommended Embedment Depth and the recommended drill hole diameter.

    For different embdment depths, the volume can be estimated by linear interpolation

    * Bars larger than 1-1/4” are not included within ESR-4094 for Ultrabond HS-1CC or ESR-4535 for Ultrabond HYB-2CC.

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