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EPCON G5 Epoxy Adhesive
Product Information and Advantages
: Suggested Specifications
Applications, Features and Installation Instructions
Performance Data (2 pages) : Approval
and Listings
Ordering Information and Estimating Tables:
22 oz.
|
G5
Epoxy Adhesive
|
Average Ultimate
Tension Loads
1,2,3
for Reinforcing Bar Installed in Solid Concrete
|
REINFORCING
BAR
In. (mm) |
EMBEDMENT
IN CONCRETE
In. (mm) |
2000
PSI (13.8 MPa)
CONCRETE
ULTIMATE TENSION
Lbs. (kN) |
4000
PSI (27.6 MPa)
CONCRETE
ULTIMATE TENSION
Lbs. (kN) |
ULTIMATE
TENSILE AND YIELD STRENGTH
GRADE 60 REBAR |
MINIMUM
YIELD
STRENGTH
Lbs. (kN) |
MINIMUM
ULTIMATE
TENSILE STRENGTH
Lbs. (kN) |
| #
3 (9.5) |
3-3/8
(85.7)
4-1/2 (114.3) |
7,480
(33.3)
-- -- |
8,090
(35.9)
10,488 (46.6) |
6,600
(29.4)
6,600 (29.4) |
9,900
(44.0)
9,900 (44.0) |
| #
4 (12.7) |
4-1/2
(114.3)
6 (152.4) |
--
--
11,235 (50.0) |
14,471
(64.4)
20,396 (90.7) |
12,000
(53.4)
12,000 (53.4) |
18,000
(80.1)
18,000 (80.1) |
| #
5 (15.9) |
5-5/8
(142.9)
7-1/2 (190.5) |
--
--
18,108 (80.6) |
21,273
(94.6)
31,863 (141.7) |
18,600
(82.7)
18,600 (82.7) |
27,900
(124.1)
27,900 (124.1) |
| #
6 (19.1) |
6-3/4
(171.5)
9 (228.6) |
--
--
29,338 (130.5) |
27,677
(123.1)
47,879 (212.9) |
26,400
(117.4)
26,400 (117.4) |
39,600
(176.2)
39,600 (176.2) |
| #
7 (22.2) |
7-7/8
(200.0)
10-1/2 (266.7) |
--
--
-- -- |
43,905
(195.3)
52,046 (231.5) |
36,000
(160.1)
36,000 (160.1) |
54,000
(240.2)
54,000 (240.2) |
| #
8 (25.4) |
9
(228.6)
12 (304.8) |
--
--
48,000 (213.5) |
55,676
(247.7)
77,358 (344.1) |
47,400
(210.9)
47,400 (210.9) |
71,100
(316.3)
71,100 (316.3) |
| #
9 (28.6) |
10-1/8
(257.2)
13-1/2 (342.9) |
--
--
-- -- |
62,443
(277.8)
71,959 (320.1) |
60,000
(266.9)
60,000 (266.9) |
90,000
(400.4)
90,000 (400.4) |
| #10
(31.8) |
11-1/4
(285.5)
15 (381.0) |
--
--
-- -- |
70,165
(312.1)
78,545 (349.4) |
76,200
(339.0)
76,200 (339.0) |
114,300
(508.5)
114,300 (508.5) |
1 Allowable working
loads for the single installations under static loading should not exceed
25% ultimate capacity or the allowable load of the anchor rod.
2 Ultimate load values in 2000 and 4000 psi stone aggregate concrete.
Ultimate loads are indicated for the embedment shown in the Embedment
in Concrete column. Performance values are based on the use of minimum
Grade 60 reinforcing bar. The use of lower strength rods will result in
lower ultimate tension and shear loads.
3 SHEAR DATA: Provided the distance from the rebar to the edge of the
concrete member exceeds 1.25 times the embedment depth of the rebar, calculate
the ultimate shear load for the rebar anchorage as 60% of the ultimate
tensile strength of the rebar.
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Combined
Tension and Shear Loading — for G5 Adhesive Anchors
Allowable loads
for anchors under tension and shear loading at the same time (combined
loading) will be lower than the allowable loads for anchors subjected
to 100% tension or 100% shear. Use the following equation to evaluate
anchors in combined loading conditions:
|
 |
Na = Applied
Service Tension Load
Ns = Allowable Tension Load |
Va = Applied
Service Shear Load
Vs = Allowable Shear Load |
| 1 |
Use linear interpolation for load
factors at edge distances or spacing distances between critical
and minimum. |
| 2 |
Anchors are affected by multiple combination of spacing and/or edge distance loading and direction of the loading. Use the product of tension and shear loading factors in design. |
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Performance Data: Page
2 of 2
Back
G5 Epoxy Adhesive
Product Information and Advantages
: Suggested Specifications
Applications, Features and Installation Instructions
Performance Data (2 pages) : Approval
and Listings
Ordering Information and Estimating Tables:
22 oz.
|
