pdf-doc
www.powers.com
3
aDhesiVe anchors
REFERENCE DATA (ASD)
TECH MANUAL – ADHESIVE ANCHORS ©2015 POWERS VOLUME 1 – 9/2015 – REV. G
Allowable Load Capacities for PE1000+ Installed into Uncracked Normal-Weight Concrete
with Threaded Rod and Reinforcing Bar (Based on Bond Strength/Concrete Capacity)
1,2,3,4,5,6
Nominal
Rod/Rebar
Size
(in. or #)
Minimum
Embedment
Depth
(in.)
Minimum Concrete Compressive Strength, (f’c)
3,000 psi 4,000 psi 5,000 psi 6,000 psi
Tension
(lbs)
3/8 or #3
2-3/8 1,195 1,235 1,270 1,300
3-1/2 1,760 1,825 1,875 1,915
4-1/2 2,265 2,345 2,410 2,460
1/2 or #4
2-3/4 1,770 1,835 1,885 1,925
4-3/8 2,820 2,915 2,995 3,065
6 3,865 4,000 4,110 4,200
5/8 or #5
3-1/8 2,420 2,505 2,575 2,630
5-1/4 4,145 4,290 4,405 4,505
7-1/2 5,970 6,180 6,345 6,485
3/4 or #6
3-1/2 2,870 2,970 3,050 3,120
6-1/4 5,715 5,915 6,075 6,210
9 8,560 8,860 9,100 9,300
7/8 or #7
3-1/2 2,870 2,970 3,050 3,120
7 7,285 7,540 7,745 7,915
10-1/2 11,700 12,110 12,440 12,715
1 or #8
4 3,505 3,630 3,725 3,810
8 9,570 9,905 10,175 10,400
12 15,635 16,185 16,625 16,990
1-1/8 or #9
4-1/2 4,185 4,330 4,445 4,545
9 12,025 12,445 12,785 13,065
13-1/2 19,865 20,560 21,120 21,585
1-1/4 or #10
5 4,900 5,070 5,210 5,325
10 15,030 15,560 15,980 16,335
15 25,165 26,045 26,755 27,345
1. Allowable load capacities listed are calculated using an applied safety factor of 4.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such
as life safety or overhead.
2. Linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths.
3. The tabulated load values are applicable to single anchors installed at critical edge and spacing distances and at the minimum member thickness.
4. The tabulated load values are for applicable for dry concrete. Holes must be drilled with a hammer drill and an ANSI carbide drill bit. Installations in wet concrete or in water-filled holes
may require a reduction in capacity. Contact Powers Fasteners for more information concerning these installation conditions.
5. Adhesives experience reductions in capacity at elevated temperatures. See the in-service temperature chart for allowable load capacity reduction factors.
6. Allowable bond strength/concrete capacity must be checked against allowable steel strength in tension to determine the controlling allowable load.










