|
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 and Shear Loads 1,2,3 for Threaded Rod
Installed in Solid Concrete |
THREADED
ROD DIA.
In. (mm) |
MAX.
CLAMPING FORCE AFTER PROPER CURE
Ft.-Lbs. (Nm) |
EMBEDMENT
IN CONCRETE
In. (mm) |
2000
PSI (13.8 MPa) Concrete |
4000
PSI (27.6 MPa) Concrete |
ULTIMATE
TENSION
Lbs. (kN) |
ULTIMATE
SHEAR
Lbs. (kN) |
ULTIMATE
TENSION
Lbs. (kN) |
ULTIMATE
SHEAR
Lbs. (kN) |
| 3/8
(9.5) |
13 - 18
(17.6-24.4) |
3-3/8 (85.7)
4-1/2 (114.3) |
5,060 (22.5)
6,465 (28.8) |
6,227 (27.7)
6,227 (27.7) |
8,396 (37.3)
10,490 (46.7) |
6,227 (27.7)
6,227 (27.7) |
| 1/2 (12.7) |
22 - 25
(29.8-33.9) |
4-1/2 (114.3)
6 (152.4)
7-1/2 (190.5) |
10,484 (46.6)
12,392 (55.1)
-- -- |
12,016 (53.5)
12,016 (53.5)
12,016 (53.5) |
13,476 (59.9)
19,166 (85.3)
20,572 (91.5) |
12,016 (53.5)
12,016 (53.5)
12,016 (53.5) |
| 5/8 (15.9) |
55 - 80
(74.6-108.5) |
5-5/8 (142.9)
7-1/2 (190.5)
9-3/8 (238.1) |
14,634 (65.1)
20,182 (89.8)
-- -- |
17,547 (78.1)
17,547 (78.1)
17,547 (78.1) |
20,880 (92.9)
27,939 (124.3)
32,249 (143.5) |
17,547 (78.1)
17,547 (78.1)
17,547 (78.1) |
| 3/4 (19.1) |
106 - 160
(143.7-216.9) |
6-3/4 (171.5)
9 (228.6)
11-1/4 (285.8) |
18,966 (84.4)
25,988 (115.6)
-- -- |
24,918 (110.8)
24,918 (110.8)
24,918 (110.8) |
29,019 (129.1)
43,812 (194.9)
47,927 (213.2) |
24,918 (110.8)
24,918 (110.8)
24,918 (110.8) |
| 1 (25.4) |
276 - 330
(374.2-447.4) |
9 (228.6)
12 (304.8)
15 (381.0) |
43,804 (194.9)
45,351 (201.6)
-- -- |
43,648 (194.2)
43,648 (194.2)
43,648 (194.2) |
53,531 (238.1)
64,022 (284.8)
82,547 (367.2) |
43,648 (194.2)
43,648 (194.2)
43,648 (194.2) |
1 Allowable working loads
for the single installations under static loading should not exceed 25%
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 high strength
threaded rod (ASTM A193 Gr. B7). The use of lower strength rods will result
in lower ultimate tension and shear loads.
3 Linear interpolation may be used for intermediate spacing and edge distances.
(see next page)
|
G5
Epoxy Adhesive
|
Allowable
Tension Loads 1,2 for Threaded Rod Installed in Solid
Concrete |
THREADED
ROD DIA.
In. (mm) |
MIN.
EMBEDMENT
DEPTH
In. (mm) |
ALLOWABLE
TENSION LOAD BASED
ON CONCRETE STRENGTH |
ALLOWABLE
TENSION LOAD BASED
ON STEEL STRENGTH |
2000
PSI (13.8 MPa) Concrete
Lbs. (kN) |
4000
PSI (27.6 MPa)
Concrete
Lbs. (kN) |
ASTM
A307
(SAE 1018)
Lbs. (kN) |
ASTM
A193 GR. B7
(SAE 4140)
Lbs. (kN) |
ASTM F593
Lbs. (kN) |
| 3/8
(9.5) |
3-3/8 (85.7)
4-1/2 (114.3) |
1,265 (5.6)
1,616 (7.2) |
2,092 (9.3)
2,622 (11.7) |
2.080 (9.3)
2.080 (9.3) |
4,340 (19.3)
4,340 (19.3) |
3,995 (17.8)
3,995 (17.8) |
| 1/2 (12.7) |
4-1/2 (114.3)
6 (152.4) |
3,004 (13.4)
3,098 (13.8) |
3,369 (15.0)
4,791 (21.3) |
3,730 (16.6)
3,730 (16.6) |
7,780 (34.6)
7,780 (34.6) |
7,155 (31.8)
7,155 (31.8) |
| 5/8 (15.9) |
5-5/8 (142.9)
7-1/2 (190.5) |
3,659 (16.3)
5,046 (22.4) |
5,220 (23.2)
6,985 (31.1) |
5,870 (26.1)
5,870 (26.1) |
12,230 (54.4)
12,230 (54.4) |
11,250 (50.0)
11,250 (50.0) |
| 3/4 (19.1) |
6-3/4 (171.5)
9 (228.6) |
4,742 (21.1)
6,497 (28.9) |
7,255 (32.3)
10,057 (44.7) |
8,490 (37.8)
8,490 (37.8) |
17,690 (78.7)
17,690 (78.7) |
14,860 (66.1)
14,860 (66.1) |
| 1 (25.4) |
9 (228.6)
12 (304.8) |
10,951 (48.7)
11,338 (50.4) |
11,209 (49.9)
15,923 (70.8) |
15,180 (67.5)
15,180 (67.5) |
31,620 (140.6)
31,620 (140.6) |
26,560 (118.1)
26,560 (118.1) |
1 Use lower value of either concrete or steel
strength for allowable Tension load.
2 Linear interpolation may be used for intermediate
spacing and edge distances. (see next page)
|
G5
Epoxy Adhesive
|
Allowable
Shear Loads 1,2 for Threaded Rod Installed in Solid
Concrete |
THREADED
ROD DIA.
In. (mm) |
MIN.
EMBEDMENT
DEPTH
In. (mm) |
ALLOWABLE
SHEAR LOAD BASED
ON CONCRETE STRENGTH |
ALLOWABLE
SHEAR LOAD BASED
ON STEEL STRENGTH |
2000
PSI (13.8 MPa)
Concrete
Lbs. (kN) |
4000
PSI (27.6 MPa)
Concrete
Lbs. (kN) |
ASTM
A307
(SAE 1018)
Lbs. (kN) |
ASTM
A193 GR. B7
(SAE 4140)
Lbs. (kN) |
ASTM F593
Lbs. (kN) |
| 3/8
(9.5) |
3-3/8
(85.7) |
1,557
(6.9) |
1,557
(6.9) |
1.040
(4.6) |
2,170
(9.7) |
1.995 (8.9) |
| 1/2
(12.7) |
4-1/2
(114.3) |
3,004
(13.4) |
3,004
(13.4) |
1,870
(8.3) |
3,895
(17.3) |
3,585 (15.9) |
| 5/8
(15.9) |
5-5/8
(142.9) |
4,387
(19.5) |
4,387
(19.5) |
2,940
(13.1) |
6,125
(27.2) |
5,635 (25.1) |
| 3/4
(19.1) |
6-3/4
(171.5) |
6,230
(27.7) |
6,230
(27.7) |
4,250
(18.9) |
8,855
(39.4) |
7,440 (33.1) |
| 1
(25.4) |
9
(228.6) |
10,912
(48.5) |
10,912
(48.5) |
7,590
(33.8) |
15,810
(70.3) |
13,285 (59.1) |
1 Use lower value of either concrete or steel
strength for allowable Shear load.
2 Linear interpolation may be used for intermediate spacing and edge distances.
(see next page)
Performance Data: Page 1 of 2
Next
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.
|
