213 / 365
© 2014 Foundation Supportworks
®
,
Inc.
All Rights Reserved
p 213
APPENDIX 2H
DOCUMENTATION
Chapter 2
Helical Foundation Systems
ESR-3074
|
Most Widely Accepted and Trusted
Page 9 of 9
TABLE 5—HP288 LEAD AND EXTENSION ASD TENSION AND COMPRESSION CAPACITIES
1,6
Lead/Extension
Part No.
Net
Shaft
Length
"L" (in)
Helix Diameter (in)
(P2)
2
Shaft
Comp.
(kips)
(P2)
Shaft
Ten.
(kips)
(P3)
3
Helix
(kips)
K
t
(ft
-1
)
Shaft
Torsion
Rating
4
(lbf-ft)
(P4)
5
Torque
Correlated Soil
Capacity (kips)
A
B
C
D
Com.
Ten.
HP288L5H8-3850
60
8
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L5H0-3850
60
10
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L5H2-3850
60
12
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L5H4-3850
60
14
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L5H80-3850
60
8
10
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L5H02-3850
60
10
12
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L5H24-3850
60
12
14
--
60
34.1
55
9
7898
35.5
27.6
HP288L7H8-3850
84
8
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L7H0-3850
84
10
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L7H2-3850
84
12
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L7H4-3850
84
14
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L7H80-3850
84
8
10
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L7H02-3850
84
10
12
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L7H24-3850
84
12
14
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L7H802-3850
84
8
10
12
--
60
34.1
55
9
7898
35.5
27.6
HP288L7H024-3850
84
10
12
14
--
60
34.1
55
9
7898
35.5
27.6
HP288L0H80-3850
120
8
10
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L0H02-3850
120
10
12
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L0H24-3850
120
12
14
--
--
60
34.1
55
9
7898
35.5
27.6
HP288L0H802-3850
120
8
10
12
--
60
34.1
55
9
7898
35.5
27.6
HP288L0H024-3850
120
10
12
14
--
60
34.1
55
9
7898
35.5
27.6
HP288L0H8024-3850
120
8
10
12
14
60
34.1
55
9
7898
35.5
27.6
HP288E3H4-3850
30
14
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288E4H4-3850
42
14
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288E5H4-3850
54
14
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288E7H4-3850
78
14
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288E0H4-3850
114
14
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288E7H44-3850
78
14
14
--
--
60
34.1
55
9
7898
35.5
27.6
HP288E0H44-3850
114
14
14
--
--
60
34.1
55
9
7898
35.5
27.6
HP288E3
30
--
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288E5
54
--
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288E7
78
--
--
--
--
60
34.1
55
9
7898
35.5
27.6
HP288E0
114
--
--
--
--
60
34.1
55
9
7898
35.5
27.6
For
SI:
I inch = 25.4 mm, 1 kip = 1000 lbf = 4.448 kN, 1lbf-ft = 1.356 N-m.
1
Part numbers with “G” suffix indicate hot-dip galvanized coating. Part numbers without a “G” suffix indicate plain steel.
2
Shaft compression capacity (P2) is based on that the foundation system is fully braced as described in Section 4.1.3.
3
Helix capacity (P3) is applicable to both tension and compression loading and is based on a single helix plate with outer diameter of 8, 10, 12
or 14 inches (203, 254, 305 or 356 mm).
4
Shaft torsion rating is the maximum torsion that can be applied to the shaft during the helical pile installation.
5
Torque correlated soil capacity (P4) is applicable to both tension and compression loading and is based on torque correlation per Section
4.1.5, with piles installed at the maximum torsion rating.
6
For piles with extension(s), shaft coupling(s) must be installed in accordance with Sections 3.2.1 and 4.2.2 of this report.
FIGURE 3—TYPICAL HP288 SHAFT LEAD AND EXTENSION SECTIONS AND HELIX PLATES