Supplementary Document

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ADHESIVES
REFERENCE DATA (ASD)
TECH MANUAL – ADHESIVES ©2016 POWERS VOLUME 1 – REV. M
Allowable Load Capacities for AC100+ Gold Installed into Normal-Weight Concrete with
Threaded Rod and Reinforcing Bar (Based on Steel Strength)
1,2,3
Nominal
Rod
Diameter
or Rebar
Size (in.
or #)
Steel Elements - Threaded Rod and Reinforcing Bar
A36 or F1554, Grade 36
A 193, Grade B7 or F1554,
Grade 105
F 593, CW (SS) Grade 60 Rebar Grade 40 Rebar
Tension
lbs
(kN)
Shear
lbs
(kN)
Tension
lbs
(kN)
Shear
lbs
(kN)
Tension
lbs
(kN)
Shear
lbs
(kN)
Tension
lbs
(kN)
Shear
lbs
(kN)
Tension
lbs
(kN)
Shear
lbs
(kN)
3/8 or #3
2,115
(9.4)
1,090
(4.8)
4,555
(20.3)
2,345
(10.4)
3,645
(16.2)
1,880
(8.4)
3,280
(14.6)
1,690
(7.5)
2,185
(9.7)
1,125
(5.0)
1/2 or #4
3,760
(16.7)
1,935
(8.6)
8,100
(36.0)
4,170
(18.5)
6,480
(28.8)
3,340
(14.9)
5,830
(25.9)
3,005
(13.4)
3,890
(17.3)
2,005
(8.9)
5/8 or #5
5,870
(26.1)
3,025
(13.5)
12,655
(56.3)
6,520
(29.0)
10,125
(45.0)
5,215
(23.2)
9,110
(40.5)
4,695
(20.9)
6,075
(27.0)
3,130
(13.9)
3/4 or #6
8,455
(37.6)
4,355
(19.4)
18,225
(81.1)
9,390
(41.8)
12,390
(55.1)
6,385
(28.4)
13,120
(58.4)
6,760
(30.1)
8,745
(38.9)
4,505
(20.0)
7/8 or #7
11,510
(51.2)
5,930
(26.4)
24,805
(110.3)
12,780
(56.8)
16,865
(75.0)
8,690
(38.7)
17,860
(79.4)
9,200
(40.9)
11,905
(53.0)
6,135
(27.3)
1 or #8
15,035
(66.9)
7,745
(34.5)
32,400
(144.1)
16,690
(74.2)
22,030
(98.0)
11,350
(50.5)
23,325
(103.8)
12,015
(53.4)
15,550
(69.2)
8,010
(35.6)
#9 - - - - - -
29,680
(132.0)
15,290
(68.0)
19,785
(88.0)
10,195
(45.3)
1-1/4
23,490
(104.5)
12,100
(53.8)
50,620
(225.2)
26,080
(116.0)
34,425
(153.1)
17,735
(78.9)
- - - -
#10 - - - - - -
37,625
(167.4)
19,380
(86.2)
25,080
(111.6)
12,920
(57.5)
AISC defined steel strength (ASD): Tensile = 0.33 • F
u
• A
nom
, Shear = 0.17 • F
u
• A
nom
1. Allowable load capacities listed are calculated for the steel element type. Consideration of applying additional safety factors may be necessary depending on the application, such as life
safety or overhead.
2. Allowable bond strength/concrete capacity must be checked against allowable steel strength to determine the controlling allowable load.
3. Allowable shear capacity is controlled by steel strength for the given conditions described on the previous page.
Load-Temperature Reduction Curve
Concrete Base Materials
Load-Temperature Reduction Curve
Masonry Units
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Base Material Temperature, ºF
% of Allow
able Load Bond Strength @ 70ºF
30ºF 45ºF 60ºF 75ºF
90ºF
105ºF
120ºF 135ºF 150ºF
165ºF
15ºF
180ºF
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Base Material Temperature, ºF
% of Allow
able Load Bond Strength @ 70ºF
30ºF 45ºF 60ºF 75ºF
90ºF
105ºF
120ºF 135ºF 150ºF
165ºF
15ºF
180ºF