SHEET PILING
PILING
“L” SERIES
NOTE: METRIC VALUES IN BRACKETS
Thickness
T
in (mm)
Height
H
in
(mm)
Nominal
Width
W
in
(mm)
.134 (3.4)
Thickness
.164
(4.1)
T
.177
(4.5)
in
mm
.197 (5.0)
4.10 (104)
Height
4.12
(105)
H
4.13
(105)
in
mm
4.15 (106)
19.7
(500)
Nominal
Width
19.7
(500)
W
19.7
(500)
in
mm
19.7 (500)
.236 (6.0)
4.18 (106)
Thickness
.256
(6.5)
T
in
mm
Height
4.20
(107)
H
in
mm
19.7 (500)
Nominal
Width
19.7
(500)
W
in
mm
Thickness
T
in
mm
Height
H
in
mm
Section
Thickness
T
in (mm)
S64
S80
Section
L34
L41
L45
Section
L50
L34
L60
L41
L65
L45
L50
Section
L60
L34
Section Modulus
3
in /wall ft
3
(cm /wall m)
Section
Area
in²
(cm)²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
4
in /wall ft
4
(cm /wall m)
3.58 (23.1)
12.5 (18.6)
Weight
15.0
(22.4)
lbs/lin ft.
16.2
(24.1)
(kg/lin
m)
18.9 (28.2)
7.62 (37.2)
Weight
9.17
(44.7)
lbs/ft²
9.90
(48.1)
(kg/m²)
11.5 (56.3)
5.89 (806)
Moment of Inertia
7.02 (961)
in /wall ft
7.69
(1050)
cm wall
m
9.82 (1340)
6.90
(44.5)
Section
Area
in²
cm ²
22.3 (33.1)
Weight
24.1
(35.8)
lbs/lin ft.
(kg/lin m)
13.6 (66.1)
Weight
14.7
(71.6)
lbs/ft²
(kg/m²)
11.8 (1610)
Moment
of Inertia
12.8 (1750)
in /wall ft
cm wall m
1.74
(44.2)
Radius
of
Gyration
in
mm
4.97 (268)
Section
5.38 Modulus
(290)
in /wall ft
cm wall m
Nominal
Width
W
in
mm
Section
Area
in²
cm ²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
in /wall ft
cm wall m
Radius of
Gyration
in
mm
Section Modulus
in /wall ft
cm wall m
Height
H
in
(mm)
Nominal
Width
W
in
(mm)
Section
Area
in²
(cm)²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
4
in /wall ft
4
(cm /wall m)
Radius of
Gyration
in
(mm)
Section Modulus
3
in /wall ft
3
(cm /wall m)
.250 (6.35)
5.91 (150)
27.75 (705)
9.97 (64.4)
33.9 (50.4)
14.7 (71.7)
24.0 (3280)
2.36 (59.9)
7.89 (424)
.313 (8.00)
Thickness
Thickness
T
in T mm
in
mm
5.97 (152)
Height
Height
H
in H mm
in
mm
27.75
(705)
Nominal
Nominal
Width
Width
W
in W mm
in
mm
12.36 (79.7)
Section
Section
Area
in² Areacm ²
in²
cm ²
42.1 (62.6)
Weight
Weightft.
lbs/lin
lbs/lin m)
ft.
(kg/lin
(kg/lin m)
18.2 (88.8)
Weight
Weight
lbs/ft²
lbs/ft²
(kg/m²)
(kg/m²)
30.0 (4100)
Moment of Inertia
Moment
of Inertia
in /wall
ft
in /wall
cm
wall ftm
cm wall m
2.37 (60.0)
Radius of
Radius
of
Gyration
inGyration
mm
in
mm
9.82 (528)
Section Modulus
Section
Modulus
in /wall
ft
in /wall
cm
wall ftm
cm wall m
Thickness
T
in
mm
Height
H
in
mm
Nominal
Width
W
in
mm
Section
Area
in²
cm ²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
in /wall ft
cm wall m
Radius of
Gyration
in
mm
Section Modulus
in /wall ft
cm wall m
Thickness
T
in (mm)
Height
H
in
(mm)
Nominal
Width
W
(mm)
in
Section
Area
in²
(cm)²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
4
in /wall ft
4
(cm /wall m)
Radius of
Gyration
in
(mm)
Section Modulus
3
in /wall ft
3
(cm /wall m)
.217 (5.50)
8.64 (219)
7.57 (48.8)
25.8 (38.4)
12.9 (63.0)
49.7 (6790)
3.61 (91.7)
11.4 (613)
.236
(6.00)
Thickness
.256 T(6.50)
in
mm
.276 (7.00)
8.66
(220)
Height
8.68 H(220)
in
mm
8.70 (221)
8.26 (53.3)
Section
8.95Area
(57.7)
in²
cm ²
9.64 (62.2)
28.2
(42.0)
Weight
lbs/lin
ft.
30.6
(45.5)
(kg/lin m)
33.0 (49.1)
14.1
(68.8)
Weight
lbs/ft²
15.3
(74.7)
(kg/m²)
16.5 (80.6)
54.2 of
(7400)
Moment
Inertia
in /wall
ft
58.7
(8010)
cm wall m
63.2 (8630)
3.62 (91.9)
Radius of
Gyration
3.62
(91.9)
in
mm
3.62 (91.9)
12.4 Modulus
(667)
Section
in /wall
ft
13.4
(720)
cm wall m
14.4 (774)
.295 (7.50)
Thickness
T
in
mm
8.72 (221)
Height
H
in
mm
10.3 (66.5)
Section
Area
in²
cm ²
35.2
(52.4)
Weight
lbs/lin ft.
(kg/lin m)
17.6
(85.9)
Weight
lbs/ft²
(kg/m²)
67.7 (9250)
Moment
of Inertia
in /wall ft
cm wall m
3.63 (92.2)
Radius of
Gyration
in
mm
15.6 Modulus
(839)
Section
in /wall ft
cm wall m
Section
4.39
(28.3)
Area
4.47
in² (30.6)
cm ²
5.29 (34.1)
6.37 (41.1)
Radius of
Gyration
in
(mm)
1.64 (41.9)
Radius
of
1.64
(41.9)
Gyration
1.64
(41.9)
in
mm
1.74 (44.2)
1.74 (44.2)
2.77 (149)
Section Modulus
3.30 (178)
in /wall ft
3.62
(195)
cm wall
m
4.14 (223)
L65
L41
L45
“S” SERIES
L50
Section
L60
S64
L65
S80
Section
Section
S64
Z55
S80
Z60
Z65
Section
Z70
Z55
“Z” SERIES
Z75
Z60
Z65
Z70
Section
Z75
Z55
Z60
Z65
Section
Z70
EZ80
Z75
EZ88
EZ95
Section
EZ80
24.0 (610)
Nominal
24.0
(610)
Width
24.0 W(610)
in
mm
24.0 (610)
Nominal
24.0
(610)
Width
W
in
mm
SHEET PILING SPECIFICATIONS
EZ88
Nominal
“L” SERIES - ASTM A857 minimum yield strength 36,000
psi • CSA G40.21 Gr.260W minimum
yield strength
260 MPa or Moment
37,700 psiof•Inertia
Hot dip galvanizing to ASTMSection
A 123 or Modulus
CSA G164.
Weight
Weight
EZ95
Thickness
Section
in
mm
Thickness
T
in
mm
Height
Width
Section
Radius of
lbs/lin ft.- ASTM A328
lbs/ft²
/wall ft
in strength
/wall ft 38,500 psi
T SERIES, “EZ”
H SERIES,
W
Gyration
“S” SERIES, ”Z”
“XZ”
SERIESArea
& “JZ” SERIES
minimum yield
• ASTM 572 Gr.50inminimum
Nominal
EZ80
Section
EZ88
XZ85
(kg/lin
m)
(kg/m²)
cm orwall
cm psi
wall
m dip galvanizing
in
mm
in Height
mm strength
in 50,000
mmpsi • CSAin²G40.21cm
²
Modulus
of•Inertia
Weightyield
Weight
Width
yield
Gr.350W
minimum
strength
350 MPa orMoment
50,800
Hot
to ASTMSection
A 123
CSAmG164.
Section
Radius of
lbs/lin ft.
lbs/ft²
in /wall ft
in /wall ft
W
H
Area
Gyration
(kg/lin m)
(kg/m²)
cm wall m
in
mm
in²
cm ²
cm wall m
in
mm
in
mm
Z65
Z70
Section
Z75
Thickness
T
in
mm
Height
H
in
mm
Nominal
Width
W
in
mm
Section
Area
in²
cm ²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
in /wall ft
cm wall m
Thickness
T
in
mm
Height
H
in
mm
Nominal
Width
W
in
mm
Section
Area
in²
cm ²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
Section Modulus
Radius of
in /wall ft
in /wall ft
Gyration
NOTE:
IN cm
BRACKETS
cm
wall mMETRIC
in VALUES
mm
wall m
Thickness
T
in (mm)
Height
H
in
(mm)
Nominal
Width
W
in (mm)
Section
Area
in²
(cm)²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
4
in /wall ft
4
(cm /wall m)
Radius of
Gyration
in
(mm)
Section Modulus
3
in /wall ft
3
(cm /wall m)
.315 (8.00)
10.75 (273)
25.0 (635)
12.1 (77.9)
41.1 (61.2)
19.8 (96.4)
110 (15000)
4.35 (110)
20.5 (1100)
13.2 (85.1)
44.9
(66.8)
Weight
21.6
(105)
Weight
in²
lbs/lin
ft.
48.9
(72.8)
lbs/ft²
23.5
(115)
(kg/m²)
121 (16500)
Moment
of Inertia
in /wall
ft
131
(17900)
cm wall m
4.36 (111)
14.4Area
(92.7)
Gyration
4.36
(111)
in
mm
22.4 (1200)
Section
Modulus
in /wall
ft
24.4
(1310)
cm wall m
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
in /wall ft
cm wall m
Radius of
Gyration
in
mm
Section Modulus
in /wall ft
cm wall m
Radius of
Gyration
in
mm
Section Modulus
in /wall ft
cm wall m
Z55
Z60
“EZ” SERIES
Z65
Section
Z70
Z55
Z75
Z60
Z65
Section
Z70
EZ80
Z75
EZ88
.344
(8.75)
Thickness
10.78
(274)
Height
EZ95
.375 T(9.50)
10.81 H (275)
mm
Nominal
25.0
(635)
Width
25.0 W(635)
in
mm
Thickness
T
in
mm
Height
H
in
mm
Nominal
Width
W
inNominal
mm
Section
Area
in²
cm ²
Thickness
T
in mm
Height
H
in
mm
Width
W
in
mm
Section
Area
in²
cm ²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
in /wall ft
cm wall m
Radius of
Gyration
in
mm
Section Modulus
in /wall ft
cm wall m
Section
Thickness
T
in (mm)
Height
H
in
(mm)
Nominal
Width
W
in
(mm)
Section
Area
in²
(cm)²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
4
in /wall ft
4
(cm /wall m)
Radius of
Gyration
in
(mm)
Section Modulus
3
in /wall ft
3
(cm /wall m)
XZ85
.335 (8.50)
14.06 (357)
XZ90
.354 (9.00)
Thickness
.375 T(9.50)
in
mm
.394
(10.0)
Section
in
mm
in
Section
cm ²
(kg/lin m)
Radius of
EZ80
EZ88
EZ95
Section
EZ80
“XZ” SERIES
EZ88
Section
EZ95
XZ85
XZ90
XZ95
XZ100
XZ105
XZ95
Section
XZ100
XZ85
XZ105
XZ90
13.6 (87.9)
46.4 (69.0)
22.3 (109)
212 (29000)
5.70 (145)
30.2 (1630)
14.09 (358)
Height
14.12H (359)
in
14.15 mm
(360)
25.0 (635)
Nominal
25.0
(635)
Width
25.0 W(635)
in
mm
25.0 (635)
14.4 (93.0)
Section
15.2Area
(98.2)
in²
cm ²
15.9 (103.0)
48.9
(72.7)
Weight
lbs/lin(76.9)
ft.
51.7
(kg/lin(80.7)
m)
54.2
23.5
(115)
Weight
lbs/ft²
24.8
(121)
(kg/m²)
26.0
(127)
225 (30800)
Moment
of Inertia
in /wall
ft
237
(32400)
cm wall
m
250
(34200)
5.70 (145)
Radius of
5.70
(145)
Gyration
in5.70 (145)
mm
31.8 Modulus
(1710)
Section
in /wall
ft
33.5
(1800)
cm wall
m
35.3
(1900)
.413 (10.5)
14.17 (360)
25.0 (635)
16.7 (108.0)
56.9 (84.7)
27.3 (133)
263 (35900)
5.70 (145)
37.1 (2000)
Thickness
T
in mm
Height
H
in
mm
Nominal
Width
W
inNominal
mm
Section
Area
in²
cm ²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
in /wall ft
cm wall m
Radius of
Gyration
in
mm
Section Modulus
in /wall ft
cm wall m
XZ95
XZ100
XZ105
Section
JZ112
Thickness
T
in
mm
Height
H
in
mm
“JZ”
J S SERIES
Section
JZ120
Width
W
in
mm
Section
Area
in²
cm ²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
in /wall ft
cm wall m
Radius of
Gyration
in
mm
Section Modulus
in /wall ft
cm wall m
JZ112
JZ127
JZ127
Section
Thickness
T
in (mm)
Height
H
in
(mm)
Nominal
Width
W
in
(mm)
Section
Area
in²
(cm)²
Weight
lbs/lin ft.
(kg/lin m)
Weight
lbs/ft²
(kg/m²)
Moment of Inertia
4
in /wall ft
4
(cm /wall m)
Radius of
Gyration
in
(mm)
Section Modulus
3
in /wall ft
3
(cm /wall m)
JZ112
.441 (11.2)
16.44 (418)
26.5 (673)
20.1 (129.7)
68.2 (101)
30.9 (151)
374 (51100)
6.41 (163)
45.3 (2430)
JZ120
.472 (12.0)
16.47 (418)
26.5 (673)
21.5 (138.7)
73.0 (109)
33.0 (161)
401 (54700)
6.41 (163)
48.5 (2610)
JZ127
.500 (12.7)
16.50 (419)
26.5 (673)
22.7 (146.5)
77.3 (115)
35.0 (171)
424 (57900)
6.42 (163)
51.4 (2760)
JZ120
ACCESSORIES
Walers:
available in
various shapes
and sizes.
Corners:
inside and outside
available for all
profiles.
Pile Caps:
Tie Rods:
Fasteners:
Structurals:
various custom
designed
shapes
and
sizes.
a full range
of bolts, nuts
and plate
washers.
S UITE 100 - 6701 F INANCIAL DRIVE,
M ISSISSAUGA, ON L5N 7J7
PHONE : (905) 270-5300
T OLL F REE: 1-800-233-6228
FAX : (905) 593-3489
26 C OUNTY R OAD 351,
I UKA , MISSISSIPPI 38852
PHONE : (662) 424- 1460
T OLL F REE : 1-866-285-7655
FAX : (662) 424-0314
3/4" to 3"diameter
c/w nuts and various
flat and bevelled
washers
various angles,
channels
and beam
shapes.
945 C ENTER STREET,
GREEN COVE S PRINGS , F LORIDA 32043
PHONE : (904) 287-8000
F AX : (904) 529-7757