® |
SET HIGH STRENGTH EPOXY
|
Request our Anchoring Systems Catalog
for complete information.
Epoxy-Tie SET epoxy is a two-component, low odor, 1:1 ratio, 100%
solids epoxy-based adhesive for use as a high strength, non-shrink anchor grouting
material. Resin and hardener are dispensed and mixed simultaneously through the mixing
nozzle. SET meets the ASTMC-881-90 specification for Type I, II, IV and V, Grade 3, Class
B, C and D.
SET is the first material to meet ICBO AC58 standards.
APPLICATION:
- Surfaces to receive epoxy must be clean and dry surfaces.
- Epoxy should not be installed in or through standing water.
- The base material temperature must be 40° F or above at the time of
installation. For best results, material should be 70° - 80° F at the time of
application.
- Cartridges should not be immersed in water to facilitate warming. To
warm cold material, the cartridges should be stored in a warm, uniformly heated area or
storage container for a sufficient time to allow epoxy to warm completely.
- Mixed material in nozzle will harden in 7 to 10 minutes at a
temperature of 40° F or above.
INSTALLATION:
- Drill hole to the specified diameter and depth.
- Remove dust from hole with oil-free compressed air. Clean with nylon
brush and blow out remaining dust. Dust left in hole will reduce the epoxy's holding
capacity.
- Dispense a bead of Epoxy-Tie off to the side to check for proper
mixture, shown by a uniform gray color before using. Fill hole halfway, starting from the
bottom of the hole to avoid air pockets. Withdraw nozzle as hole fills up.
- Anchors must be clean and oil free. Insert anchor, turning slowly
until anchor hits the bottom of the hole. Do not disturb while setting.
CODES: ICBO ER 5279; SBCCI 9706; City of L.A.
RR25279; Caltrans BCMI 45-5.1.
| Stud
Dia |
Drill
Bit Dia |
Embed
Depth |
Spacing
|
Edge
Dist |
Tension
Loads (lbs) |
Shear
Loads (lbs) |
| Based
on Bond Strength |
Based
on Steel Strength |
Based
on Steel Strength f'c >_ 2000
psi |
| f'c
=2000 psi |
A307
(SAE 1018) |
A307
(SAE 1018) |
| Ultimate
Load |
Allowable
Load5 |
Allowable
Load (133) |
Allowable
Load |
Allowable
Load |
| 3/8 |
1/2 |
1-3/4 |
6-1/8 |
5-1/4 |
1900 |
475 |
635 |
2105 |
1085 |
| 2-1/2 |
-- |
1365 |
1820 |
| 3-1/2 |
10200 |
2550 |
3400 |
| 1/2
|
5/8 |
2-1/8 |
7-1/2
|
6-3/8
|
7216 |
1805 |
2405 |
3750
|
1930
|
| 2-3/4 |
-- |
2575 |
3435 |
| 3-1/2 |
-- |
3500 |
4665 |
| 4-1/4 |
17700 |
4425 |
5900 |
| 5/8 |
3/4 |
2-1/2 |
8-3/4 |
7-1/2 |
6780 |
1695 |
2260 |
5875 |
3025 |
| 3-1/2 |
-- |
3690 |
4920 |
| 4-1/4 |
-- |
5185 |
6915 |
| 5 |
26700 |
6680 |
8905 |
| 3/4
|
7/8
|
3-3/8 |
12
|
10-1/8
|
15456 |
3865 |
5155 |
8460
|
4360
|
| 4-1/2 |
-- |
6085 |
8115 |
| 5-3/4 |
-- |
8550 |
11400 |
| 6-1/4 |
-- |
9540 |
12720 |
| 6-3/4 |
42100 |
10525 |
14035 |
| 7/8 |
1 |
3-7/8 |
13-5/8 |
11-5/8 |
19120 |
4780 |
6375 |
11500 |
5925 |
| 5 |
-- |
6960 |
9280 |
| 6-1/4 |
-- |
9380 |
12505 |
| 7 |
-- |
10840 |
14455 |
| 7-3/4 |
49160 |
12290 |
16345 |
| 1
|
1-1/8
|
4-1/2 |
15-3/4
|
13-1/2
|
20076 |
5020 |
6695 |
15025
|
7740
|
| 5-3/4 |
-- |
7795 |
10395 |
| 7 |
-- |
10570 |
14095 |
| 8 |
-- |
12795 |
17060 |
| 9 |
60060 |
15015 |
20020 |
- Allowable loads are based on a safety factor of 4.
- Allowable load is the lesser of the load based on bond strength or
steel strength.
- Allowable loads have been increased 33% for earthquake or wind
loading, no further increase allowed.
- The anchors cannot be used to resist pullout forces in overhead and
wall installations, unless proper consideration is given to fire conditions.
Tension Loads for Threaded Rod Anchors in Concrete
Foundation Stemwall Installation
| Stud Dia |
Drill Bit Dia |
Min Embed |
Min Wall Thickness |
Min Edge Dist |
Min End Dist |
Avg Ult Tension Load |
Allowable Tension Load f'c ³ 2000 psi |
| (100)
|
(133)
|
| 5/8 |
3/4 |
10 |
6 |
1-3/4 |
5 |
23000 |
5750 |
7665 |
| 7/8 |
1 |
15 |
8 |
1-3/4 |
5 |
33600 |
8400 |
11200 |
Sill Plate Shear Loads
| Stud
Dia |
Drill
Bit Dia |
Min
Embed |
Edge
Dist |
End
Dist |
Avg.
Ult Shear Load |
Allow.
Shear Load f'c >_ 2000 psi |
| Parallel
to Plate |
| 1/2, |
5/8 |
4-1/4 |
1-3/4 |
6-3/8 |
8000 |
2000 |
| 5/8 |
3/4 |
5 |
1-3/4 |
7-1/2 |
8000 |
2000 |
| Perpendicular
to Plate |
| 1/2 |
5/8 |
4-1/4 |
1-3/4 |
6-3/8 |
2240 |
560 |
| 5/8 |
3/4 |
5 |
1-3/4 |
7-1/2 |
2360 |
590 |
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