Earth
Anchor
Size
(Inches) |
Minimum Vertical
Depth (FT) |
Hard Pan
Soil
Holding
In
LBS
|
Class 1 Soil
Dense Sand &
Gravel
|
Class 2 Soil
Medium Sandy
Gravel
|
Class 3 Soil
Loose Medium To
Fine Sand
|
Class 4 Soil
Loose Fine
Uncompacted Sand
|
Above
Ground
|
Below
Water
|
|
2
Feet |
600
lbs |
300
lbs |
170
lbs |
100
lbs |
50
lbs |
30% |
15% |
|
2.5
Feet |
1,300
lbs |
700
lbs |
450
lbs |
240
lbs |
120
lbs |
25% |
15% |
|
2.5
Feet |
2,300
lbs |
1,200
lbs |
750
lbs |
400
lbs |
200
lbs |
25% |
15% |
|
3.5
Feet |
5,000
lbs |
3,000
lbs |
2,000
lbs |
1,200
lbs |
600
lbs |
20% |
10% |
|
4
Feet |
9,000
lbs |
6,500
lbs |
3,500
lbs |
2,200
lbs |
1,250
lbs |
20% |
10% |
|
5
Feet |
14,000
lbs |
11,000
lbs |
7,000
lbs |
4,000
lbs |
2,400
lbs |
15% |
8% |
|
6
Feet |
20,000
lbs |
17,000
lbs |
11,500
lbs |
7,000
lbs |
4,000
lbs |
15% |
8% |
NOTES:
- In determining vertical depth to the Ground Anchor
(Laconia Earth Anchor), the thickness of topsoil, peat, soft
clay and similar soft soils should not be included.
- The applicable class of soil is that present within a
zone from the Ground Anchor to a point from one to three
feet above the anchor, depending upon anchor size.
- For Ground Anchors at minimum depth in Soil Classes 1-4,
reduce ultimate pullout resistance by percentage given for
each foot ground water table is above anchor. No reduction
is required for hardpan.
- For Ground Anchors driven to depths greater than the
minimum Soil Classes 1-4, the ultimate pullout resistance
may be increased by the percentage given for each additional
foot below the specified minimum. The ultimate pullout
resistance shall not exceed twice the tabulated value,
however. No allowance for additional depth is made for
hardpan.
|