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Holding capacity chart for SS5 (Square-Shaft) anchors
Catalog No. | Length | Helix | Std. Pkg. | Holding Capacity - (lb. (kN)) vs. Soil Class | |||||
|---|---|---|---|---|---|---|---|---|---|
Class 7 | Class 6 | Class 5 | Class 4 | Class 3 | Class 2 | ||||
012642AE* |
3 (.9) |
8 (203) - 10 (254) |
1/20 |
19,000 (84.5) |
23,000 (102.3) |
27,000 (120.1) |
32,000 (142.3) |
36,000 (160.1) |
41,000 (182.4) |
012642EJ |
3.5 (1.1) |
10 (254) - 12 (305) |
1/20 |
21,000 (93.4) |
26,000 (115.7) |
31,000 (137.9) |
36,000 (160.1) |
41,000 (182.4) |
46,000 (204.6) |
012642AEJ* |
5.5 (1.7) |
8 (203) - 10 (254) - 12 (305) |
1/20 |
26,000 (115.7) |
32,000 (142.3) |
39,000 (173.5) |
46,000 (204.6) |
51,000 (226.9) |
58,000 (258.0) |
012642EJN* |
7 (2.1) |
10 (254) - 12 (305) - 14 (356) |
1/20 |
29,000 (129.0) |
37,000 (164.6) |
45,000 (200.2) |
53,000 (235.8) |
61,000 (271.3) |
69,000 (306.9) |
012642AEJN |
10.5 (3.2) |
8 (203) - 10 (254) - 12 (305) - 14 (356) |
1/20 |
31,000 (137.9) |
40,000 (177.9) |
49,000 (218.0) |
58,000 (258.0) |
67,000 (298.0) |
N/A |
012642EJNS* |
10.5 (3.2) |
10 (254) - 12 (305) - 14 (356) - 14 (356) |
1/20 |
40,000 (177.9) |
51,000 (226.9) |
62,000 (275.8) |
70,000 (311.4) |
N/A |
N/A |
*RUS Accepted.
Note: Holding capacites are based on average test data and are offered as an application guide only.
†Packaging note: Lead sections are banded to wood blocks to facilitate forklift handling.
| Helix Combinations In. (mm) | Installation Torque ft-lb (kN-m) | ||||||||
|---|---|---|---|---|---|---|---|---|---|
| 1,500 (2.0) | 2,000 (2.7) | 2,500 (3.4) | 3,000 (4.1) | 3,500 (4.7) | 4,000 (5.4) | 4,500 (6.1) | 5,000 (6.8) | 5,500 (7.5) | |
| 8 (203) - 10 (254) | 17,000 (75.6) | 23,000 (102.3) | 29,000 (129.0) | 34,000 (151.2) | 40,000 (177.9) | 46,000 (204.6) | 52,000 (231.3) | 58,000 (258.0) | 63,000 (280.2) |
| 10 (254) - 12 (305) | 18,000 (80.1) | 24,000 (106.8) | 30,000 (133.4) | 36,000 (160.1) | 42,000 (186.8) | 48,000 (213.5) | 54,000 (240.2) | 60,000 (266.9) | 66,000 (293.6) |
| 8 (203) - 10 (254) - 12 (305) | 19,000 (84.5) | 25,000 (111.2) | 31,000 (137.9) | 38,000 (169.0) | 44,000 (195.7) | 50,000 (222.4) | 56,000 (249.1) | 62,000 (275.8) | 68,000 (302.5) |
| 10 (254) - 12 (305) - 14 (356) | 20,000 (89.0) | 26,000 (115.7) | 32,000 (142.3) | 39,000 (173.5) | 46,000 (204.6) | 52,000 (231.3) | 58,000 (258.0) | 65,000 (289.1) | 70,000 (311.4) |
| 8 (203) - 10 (254) - 12 (305) - 14 (356) | 20,000 (89.0) | 27,000 (120.1) | 34,000 (151.2) | 40,000 (177.9) | 47,000 (209.1) | 54,000 (240.2) | 61,000 (271.3) | 68,000 (302.5) | 70,000 (311.4) |
| 10 (254) - 12 (305) - 14 (356) - 14 (356) | 21,000 (93.4) | 28,000 (124.6) | 35,000 (155.7) | 42,000 (186.8) | 49,000 (218.0) | 56,000 (249.1) | 63,000 (280.2) | 70,000 (311.4) | 70,000 (311.4) |
1Load capacities listed above are ultimate values based on average test data and are offered as an application guide. Typical deflection at ultimate load ranges between 2 and 4 inches. The listed values should be reduced by an appropriate factor of safety. More specific data on soils and anchor performance in any site condition can be obtained by contacting Hubbell Power Systems.
2The torque values shown are steady values in homogeneous soils soils. The torque values shown are obtained by averaging the readings from the last 2 feet of anchor penetration.
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