Technical Product Manual

Transcription

Technical Product Manual
2016 Edition
Unmatched Product Range
Material Availability
Manufacturing Capabilities
Innovative Applications and Engineering Expertise
Your True Project Partner
Unmatched Product Range
As the premier leader of steel pile systems and solutions,
Skyline Steel’s blend of products is unrivaled. From hot and cold
rolled sheet piles to H-piles, pipe piles to geostructural products,
only Skyline Steel offers the product range to meet the design and
construction demands of the Americas.
Material Availability
With strategic stocking locations throughout the Americas,
Skyline Steel has established a material delivery network that is primed
for immediate response. Our facilities offer barge, rail and truck
transportation options for cost effectiveness and on-time delivery.
Manufacturing Capabilities
Skyline Steel owns and operates pipe, sheet pile, geostructural
and pile accessory facilities. Production is supplemented with
full fabrication capabilities to provide a single source for all your
foundation needs.
Innovative Applications and Engineering Expertise
Skyline Steel has sales offices throughout the Americas staffed with
experienced sales professionals to help meet your material needs.
In addition, only Skyline Steel offers exclusive engineering support in
project design and construction.
Table of Contents
Conversion Table . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Steel Sheet Pile. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
NZ/PZ Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
AZ Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
SCZ/SKZ Cold Formed Steel Sheet Pile. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
SKL/SKS Cold Formed Steel Sheet Pile. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
PS/AS Hot Rolled Steel Sheet Pile. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Pipe-Z Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
HZ®-M Steel Wall Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
Steel H-Pile. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
Pipe. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51
Spiralweld Pipe. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53
Rolled and Welded Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
Pile Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57
Geostructural Solutions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61
Threaded Bar & Accessories. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63
Hollow Bar Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72
Micropile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 76
Multi-Strand Anchor Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78
Structural Sections. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79
Environ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83
Conversion Table
Imperial to Metric
Dimensions
Mass, Force, Pressure
Moment of Inertia
Section Modulus
Moment
2
Metric to Imperial
1 in
=
2.5400 cm
1 cm
=
0.3937 in
1 ft
=
0.3048 m
1m
=
3.2808 ft
1 in2
=
6.4516 cm2
1 cm2
=
0.1550 in2
1 ft2
=
0.0929 m2
1 m2
=
10.7639 ft2
1 in3
=
16.3870 cm3
1 cm3
=
0.0610 in3
1 ft3
=
0.0283 m3
1 m3
=
35.3149 ft3
1 in2/ft.
=
21.166 cm2/m
1 cm2/m
=
0.0472 in2/ft
1 lb
=
4.4497 N
1N
=
0.2247 lb
1 lb/in
=
0.1752 N/mm
1 N/mm
=
5.7082 lb/in
1 lb/ft
=
1 N/m
=
0.0685 lb/ft
1 lb/in2
=
1 N/cm2
=
1.4499 lb/in2
1 lb/ft2
=
1 N/m2
=
0.0209 lb/ft2
1 lb/in3
=
1 N/cm3
=
3.6827 lb/in3
1 lb/ft3
=
157.1420 N/m3
1 N/m3
=
0.0064 lb/ft3
1 lb
=
0.4536 kg
1 kg
=
2.2046 lbs
1 lb/ft
=
1.4882 kg/m
1 kg/m
=
0.6720 lb/ft
1 lb/ft2
=
4.8824 kg/m2
1 kg/m2
=
0.2048 lb/ft2
1 kips
=
4.4482 kN
1 kN
=
0.2248 kips
1 US Ton
=
0.9072 Metric Tons
1 Metric Ton
=
1.1023 US Tons
1 in4
=
1 cm4
=
0.0240 in4
1 in4/ft
=
1 cm4/m
=
0.0073 in4/ft
1 in3
=
16.3870 cm3
1 cm3
=
0.0610 in3
1 in3/ft
=
53.7631 cm3/m
1 cm3/m
=
0.0186 in3/ft
1 lb.ft
=
1.3563 Nm
1 Nm
=
0.7373 lb.ft
1 lb.in/ft
=
0.3708 Nm/m
1 Nm/m
=
2.6968 lb.in/ft
1 lb.ft/ft
=
4.4497 Nm/m
1 Nm/m
=
0.2247 lb.ft/ft
14.5989 N/m
0.6897 N/cm2
47.8968 N/m2
0.2715 N/cm3
41.6228 cm4
136.5582 cm4/m
Technical Hotline: 1-866-875-9546 | engineering@skylinesteel.com
Steel Sheet Pile
Steel Sheet Pile
Recycled Content
Hot Rolled:
100%
Cold Form:
70%
Recyclable:100%
Skyline Steel supplies a wide variety of sheet pile from leading manufacturers.
Hot Rolled and Cold Formed Sheet Pile
Hot rolled and cold formed are two primary methods of manufacturing sheet pile. While there are key differences between
these two methods, the most important distinction is the interlock. Since hot rolled sheet piles are produced from steel at
high temperatures, the interlock tends to be tighter than its cold formed counterpart. Normally, looser interlocks are not
recommended in extremely hard driving conditions or for walls requiring low permeability. Hot rolled sheet piles are generally
larger and have a broader range of strengths than cold form sheet piles, but there is a large overlap between the two,
especially in the most common sizes.
Applications of Sheet Pile
Around the world, sheet piles are utilized for various applications. Z-pile, named after its shape, is commonly used for
cofferdams, levee strengthening, retaining structures, breakwaters, and bulkheads. In addition to these traditional
applications, steel sheet piles are also used for bridge abutments, environmental barrier walls, underground parking
garages, and depressed roads and railways. Sheet piles can also serve as permanent structural members in all of the
applications listed above.
Sheet pile designs are based on the bending properties, section modulus, and moment of inertia. Durability and drivability
of each section is also taken into consideration.
Flat sheet piles (straight web sheets) are used in the construction of cellular structures. Cellular cofferdams are utilized
to dewater large areas during the construction of locks and dams and are also employed as permanent walls when loads
are exceptionally high or there is little or no soil for embedment. Since the cells are gravity structures, large embedment
is generally not necessary. The tension is resisted by the interlock. Unlike Z-pile or combination walls, interlock strength is
the main design consideration for cellular cofferdams. The weight of the cell and the resistance of the flat sheet interlocks
provide the stability of the structure.
Handling Holes
Handling holes are standard for all sheet
pile sections. They are located in the
centerline of each section.
Y = 6" (152.4 mm)
Ø = 2-1/2" – 2-5/8" (63.5 mm – 66.7 mm)
Z-Sections
(NZ, PZ, AZ, SKZ/SCZ)
Pan Type
(SKL/SKS)
Straight Web Sections
(PS, AS)
HZ-M Sections
Steel Sheet Pile
St. Catharines, ON
Schenectady, NY
Nome, AK
NZ/PZ
NZ/PZ Hot Rolled Steel Sheet Pile
tf
tw
h
W
W
NZ
THICKNESS
Width
(w)
Height
(h)
SECTION
in
(mm)
in
(mm)
NZ 19
27.56
NZ 20
Flange
(tf)
Web
(tw)
in
(mm)
in
(mm)
16.14
0.375
0.375
27.56
16.16
0.394
0.394
NZ 21
27.56
16.20
0.433
0.433
NZ 26
27.56
17.32
0.500
0.500
NZ 28
27.56
17.38
0.560
0.560
700
700
700
700
700
410.0
410.5
411.5
440.0
441
9.5
10.0
11.0
12.7
14.2
9.5
10.0
11.0
12.7
14.2
THICKNESS
Width
(w)
Height
(h)
SECTION
in
(mm)
in
(mm)
PZ 22
22.0
559
229
PZ 27
Flange
(tf)
Wall
(tw)
WEIGHT
Pile
Wall
Elastic
Plastic
Moment
of Inertia
in2/ft
(cm2/m)
lb/ft
(kg/m)
lb/ft2
(kg/m2)
in3/ft
(cm3/m)
in3/ft
(cm3/m)
23.95
35.08
24.82
7.04
148.9
7.29
154.4
7.80
165.2
9.08
192.3
9.98
211.2
55
81.85
57
84.83
61
90.78
71
105.66
78
116.08
1.35
26.56
38.69
45.85
313.4
6.18
1.35
30.92
48.50
57.01
419.9
6.49
1.41
33.96
52.62
62.16
457.4
6.49
1.41
129.68
150.94
165.82
2080
2608
2829
2465
3065
3342
42797
57340
62461
SECTION MODULUS
22.0
18.1
22.6
14.9
0.600
0.500
10.29
66.0
PZ 40
19.7
16.1
0.600
0.500
11.77
65.6
136.9
217.8
249.1
60.0
60.3
98.2
97.6
107.4
27.0
131.8
35.0
170.9
40.0
195.3
973
30.2
1620
48.5
2608
60.7
3263
1.88
1.88
1.88
1.98
1.98
1.35
1.35
1.35
1.41
1.41
COATING AREA
40.3
PZ 35
12.67
6.18
39984
6.47
40.5
15.21
292.8
2301
in3/ft
(cm3/m)
7.94
409
42.80
1948
in3/ft
(cm3/m)
168.1
500
36.24
121.18
lb/ft2
(kg/m2)
9.50
12.67
1.35
38659
lb/ft
(kg/m)
0.375
15.21
6.18
2222
in2/ft
(cm2/m)
0.375
378
283.1
1886
Plastic
12.0
575
41.33
116.93
Elastic
18.0
9.50
ft2/ft2
(m2/m2)
Wall
0.375
305
ft2/ft of single
(m2/m)
Pile
0.375
457
in4/ft
(cm4/m)
Moment
of Inertia
9.0
9.50
Wall
Surface
WEIGHT
in
(mm)
COATING AREA
Both
Sides
Cross
Sectional
Area
in
(mm)
9.50
SECTION MODULUS
Cross
Sectional
Area
Both
Sides
Wall
Surface
in4/ft
(cm4/m)
ft2/ft of single
(m2/m)
ft2/ft2
(m2/m2)
21.79
84.38
4.48
1.22
36.49
184.20
4.48
1.49
57.17
361.22
5.37
1.42
71.92
490.85
5.37
1.64
1171.4
1961.9
3073.5
3866.7
11500
25200
49300
67000
1.37
1.37
1.64
1.64
1.22
1.49
1.42
1.64
5
NZ/PZ
NZ/PZ Hot Rolled Steel Sheet Pile
Available Steel Grades
NZ/PZ
ASTM
YIELD STRENGTH
(ksi)
(MPa)
A 328
39
270
A 572 Grade 50
50
345
A 572 Grade 60
60
415
A 588
50
345
A 690
50
345
NZ Corner Piles
PZ Corner Piles
A
A
A
A
A
A
A
B
Omega 18
Gr: S 430 GP
Wt: 12.10 lb/ft
(18.0 kg/m)
A: ~2.76”
~(70 mm)
C 14
Gr: S 355 GP
Wt: 9.68 lb/ft
(14.4 kg/m)
~0.98”
A:
(25 mm)
B:
B
B
~0.98”
(25 mm)
B:
E 22
Gr: S 355 GP
Wt: 6.87 lb/ft
(10.2 kg/m)
A: ~1.18”
~(30 mm)
~1.18”
~(30 mm)
Delta 13
Gr: S 355 GP
Wt: 8.73 lb/ft
(13.0 kg/m)
A: ~0.59”
~(15 mm)
B:
~0.79”
~(20 mm)
NZ/PZ Corner and Junction Piles
B
α
Type 1 - α
α: Angle varies
B: 3”–6” (76.2mm– 152.4mm)
Gr:
Wt:
A:
B:
135º
90º
B
B
90º
B
SKP90
A 572 Gr. 50
8.97 lb/ft
(13.3 kg/m)
1.24”
(31.5 mm)
SKP45
Gr: A 572 Gr. 50
Wt: 9.08 lb/ft
(13.5 kg/m)
A: 2.05”
(52.1 mm)
SKPT
Gr: A 572 Gr. 50
Wt: 11.30 lb/ft
(16.8 kg/m)
A:
1.23”
(31.2 mm)
1.76”
(37.1 mm)
B:
B:
0.70”
(17.8 mm)
1.46”
(37.1 mm)
Interlock Combinations
B
α
B
α
Type 2 - α
α: Angle varies
B: 3”–6” (76.2mm– 152.4mm)
T Pile
α: Angle varies
B: 3”–6” (76.2mm– 152.4mm)
Delivery Conditions & Tolerances
4"
101.6 mm
4"
101.6 mm
α
Length of T and
Angle Varies
ASTM A 6
Mass
± 2.5%
Length
+ 5 inches
α
FC - α
MC - α
Female or Male Corner
T Pile
Maximum Rolled Lengths*
NZ/PZ
105.0 feet
* Longer lengths may be possible upon request.
6
– 0 inches
32.0 m
AZ
AZ Hot Rolled Steel Sheet Pile
THICKNESS
Width
(w)
Height
(h)
in
(mm)
in
(mm)
AZ 12-770
30.31
AZ 13-770
Flange
(tf)
Web
(tw)
WEIGHT
SECTION MODULUS
Cross
Sectional
Area
Pile
Wall
Elastic
Plastic
Moment
of Inertia
in2/ft
(cm2/m)
lb/ft
(kg/m)
lb/ft2
(kg/m2)
in3/ft
(cm3/m)
in3/ft
(cm3/m)
COATING AREA
Both
Sides
Wall
Surface
in4/ft
(cm4/m)
ft2/ft of single
(m2/m)
ft2/ft2
(m2/m2)
in
(mm)
in
(mm)
13.52
0.335
0.335
8.5
120.1
5.67
48.78
19.31
23.2
27.5
156.9
6.07
1.20
30.31
13.54
0.354
0.354
5.94
51.14
20.24
24.2
28.8
163.7
6.07
1.20
◆ AZ 14-770
30.31
13.56
0.375
0.375
9.5
131.5
6.21
53.42
21.14
25.2
30.0
170.6
6.07
1.20
AZ 17-700
27.56
16.52
0.335
0.335
8.5
6.28
133.0
49.12
21.38
32.2
37.7
265.3
6.10
1.33
AZ 18-700
27.56
16.54
0.354
0.354
9.0
6.58
139.2
51.41
22.39
33.5
39.4
276.8
6.10
1.33
◆ AZ 19-700
27.56
16.56
0.375
0.375
9.5
6.88
145.6
53.76
23.35
34.8
41.0
288.4
6.10
1.33
AZ 20-700
27.56
16.57
0.394
0.394
7.18
56.11
24.43
36.2
42.7
300.0
6.10
1.33
AZ 23-800
31.50
18.66
0.453
0.354
9.0
150.6
7.12
63.56
24.22
43.3
49.9
404.6
6.94
1.32
AZ 25-800
31.50
18.70
0.492
0.394
10.0
7.71
163.3
68.91
26.26
46.5
53.8
435.1
6.94
1.32
AZ 27-800
31.50
18.74
0.531
0.433
11.0
8.31
176.0
74.26
28.29
49.7
57.6
465.5
6.94
1.32
AZ 24-700
27.56
18.07
0.441
0.441
8.23
64.30
28.00
45.2
53.5
408.8
6.33
1.38
◆ AZ 26-700
27.56
18.11
0.480
0.480
12.2
187.2
8.84
69.12
30.10
48.4
57.1
437.3
6.33
1.38
AZ 28-700
27.56
18.15
0.520
0.520
13.2
9.46
200.2
73.93
32.19
51.3
60.9
465.9
6.33
1.38
AZ 24-700N
27.56
18.07
0.492
0.354
9.0
7.71
163.3
60.28
26.26
45.3
52.3
409.3
6.30
1.37
AZ 26-700N
27.56
18.11
0.531
0.394
10.0
8.33
176.4
65.11
28.37
48.4
56.1
437.8
6.30
1.37
AZ 28-700N
27.56
18.15
0.571
0.433
30.46
51.4
59.9
466.5
6.30
1.37
AZ 28-750
20.04
0.472
0.394
189.5
69.95
29.53
11.0
8.95
10.00
171.2
100.80
134.40
27.53
52.3
60.3
523.9
6.93
1.41
AZ 30-750
29.53
20.08
0.512
0.433
11.00
8.73
184.7
73.08
108.80
29.70
145.00
55.9
64.8
561.5
6.93
1.41
AZ 32-750
29.53
20.12
0.551
0.472
12.00
9.37
198.3
78.44
116.70
31.88
155.60
59.5
69.2
599.0
6.93
1.41
AZ 36-700N
27.56
19.65
0.591
0.441
10.20
79.72
34.71
66.8
76.4
656.2
6.73
1.47
◆ AZ 38-700N
27.56
19.69
0.630
0.480
10.87
84.94
36.98
70.6
81.1
694.5
6.73
1.47
AZ 40-700N
27.56
19.72
0.669
0.520
11.54
90.16
39.26
74.3
85.7
4605
732.9
100080
6.73
1.47
AZ 42-700N
27.56
19.65
0.709
0.551
12.22
95.51
41.59
78.2
90.3
4855
768.4
104930
6.75
1.47
AZ 44-700N
27.56
19.69
0.748
0.591
12.89
100.74
43.87
81.9
95.0
5105
806.6
110150
6.75
1.47
AZ 46-700N
27.56
19.72
0.787
0.630
13.56
105.97
46.14
85.7
99.5
844.9
6.75
1.47
AZ 46
22.83
18.94
0.709
0.551
13.76
89.10
46.82
85.5
98.5
5295
110450
808.8
6.20
1.63
AZ 48
22.83
18.98
0.748
0.591
14.48
93.81
49.28
89.3
103.3
5553
847.0
115670
6.20
1.63
AZ 50
22.83
19.02
0.787
0.630
15.22
98.58
51.80
93.3
108.2
886.5
6.20
1.63
AZ 48-700
27.56
19.80
0.866
0.591
13.63
106.49
46.37
88.4
102.1
876.2
6.70
1.46
AZ 50-700
27.56
19.84
0.906
0.630
14.30
111.73
166.30
237.50
48.65
92.2
106.7
5735
124890
914.6
6.70
1.46
AZ 52-700
27.56
19.88
0.945
0.669
14.97
116.97
50.93
95.9
111.3
953.0
6.70
1.46
SECTION
770
770
770
700
700
700
700
800
800
800
700
700
700
700
700
700
750.0
750.0
750.0
700
700
700
700
700
700
580
580
580
700.0
700.0
700.0
344
344
345
420
420
421
421
474
475
476
459
460
461
459
460
461
509.0
510.0
511.0
499
500
501
499
500
501
481
482
483
503.0
504.0
505.0
8.5
9.0
9.5
8.5
9.0
9.5
10.0
11.5
12.5
13.5
11.2
12.2
13.2
12.5
13.5
14.5
12.00
13.00
14.00
15.0
16.0
17.0
18.0
19.0
20.0
18.0
19.0
20.0
22.00
23.00
24.00
9.0
10.0
11.2
11.2
12.2
13.2
14.0
15.0
16.0
14.0
15.0
16.0
15.00
16.00
17.00
72.6
125.8
76.1
79.5
73.1
76.5
80.0
152.0
83.5
94.6
102.6
110.5
174.1
95.7
102.9
110.0
89.7
96.9
104.1
8.09
67.73
215.9
230.0
244.2
258.7
272.8
287.0
291.2
306.5
322.2
288.4
302.6
317.0
118.6
126.4
134.2
142.1
149.9
157.7
132.6
139.6
146.7
158.50
174.10
94.3
98.8
103.2
104.4
109.3
114.3
119.3
118.2
128.2
138.1
136.7
146.9
157.2
128.2
138.5
148.7
169.5
180.6
191.7
203.1
214.2
225.3
228.6
240.6
252.9
226.40
248.70
1245
1300
1355
1730
1800
1870
1945
2330
2500
2670
2430
2600
2760
2435
2600
2765
2810
3005
3200
3590
3795
3995
4205
4405
4605
4595
4800
5015
4755
4955
5155
1480
1546
1611
2027
2116
2206
2296
2680
2890
3100
2867
3070
3273
2810
3015
3220
3245
3485
3720
4110
4360
5350
21430
22360
23300
36230
37800
39380
40960
55260
59410
63570
55820
59720
63620
55890
59790
63700
71540
76670
81800
89610
94840
115370
5816
121060
5490
119650
5985
130140
1.85
1.85
1.85
1.86
1.86
1.86
1.86
2.11
2.11
2.11
1.93
1.93
1.93
1.92
1.92
1.92
2.11
2.11
2.11
2.05
2.05
2.05
2.06
2.06
2.06
1.89
1.89
1.89
2.04
2.04
2.04
1.20
1.20
1.20
1.33
1.33
1.33
1.33
1.32
1.32
1.32
1.38
1.38
1.38
1.37
1.37
1.37
1.41
1.41
1.41
1.47
1.47
1.47
1.47
1.47
1.47
1.63
1.63
1.63
1.46
1.46
1.46
◆ In stock.
7
AZ
AZ Hot Rolled Steel Sheet Pile
AMERICAN
CANADIAN
YIELD STRENGTH
ASTM
EUROPEAN
YIELD STRENGTH
CSA G40.21
EN 10248
AMLoCor®**
YIELD STRENGTH
YIELD STRENGTH
(ksi)
(MPa)
(ksi)
(MPa)
(ksi)
(MPa)
(ksi)
(MPa)
A 328
39
270
Grade 260 W
38
260
S 240 GP
35
240
Blue 320
46
320
A 572 Gr. 42
42
290
Grade 300 W
43
300
S 270 GP
39
270
Blue 355
51
355
A 572 Gr. 50
50
345
Grade 350 W
51
355
S 320 GP
46
320
Blue 390
57
390
A 572 Gr. 55
55
380
Grade 400 W
58
400
S 355 GP
51
355
A 572 Gr. 60
60
415
S 390 GP
57
390
A 572 Gr. 65
65
450
S 430 GP
62
430
A 690
50
345
S 460 AP
67
460
A 690*
57
390
*Not available for AZ 36-700N and larger. ** Corrosion resistant steel, check for availability
Corner Piles
~0.98"
~(25 mm)
~2.76"
~(70 mm)
~0.98"
~(25 mm)
C 14
Grade: S 355 GP
Weight: 9.68 lb/ft
(14.4 kg/m)
~1.18"
~(30 mm)
~1.18"
~(30 mm)
~0.59"
~(15 mm)
~0.79"
~(20 mm)
Omega 18
Grade: S 430 GP
Weight: 12.10 lb/ft
(18.0 kg/m)
E 22
Grade: S 355 GP
Weight: 6.87 lb/ft
(10.2 kg/m)
Delta 13
Grade: S 355 GP
Weight: 8.73 lb/ft
(13.0 kg/m)
Delivery Forms
ASTM A 6
Mass
Length
EN 10248
± 2.5%
+ 5 inches
± 5%
– 0 inches
± 200 mm
Height
± 7 mm
Thickness
Single Pile Width
≤ 8.5 mm
± 0.5 mm
> 8.5 mm
± 6%
Double Pile
Form I Standard
Single Pile
Position B
Double Pile
Form II on Request
± 2%
Double Pile Width
± 3%
Straightness
0.2% of the length
Ends out of Square
2% of the width
AZ
101.7 feet
(31.0 m)
E 22
59.1 feet
(18.0 m)
C 14
59.1 feet
(18.0 m)
Delta 13
55.8 feet
(17.0 m)
Omega 18
52.0 feet
(16.0 m)
8
Single Pile
Position A
SCZ/SKZ
SCZ/SKZ Cold Formed Steel Sheet Pile
WEIGHT
SECTION MODULUS
COATING AREA
Width
(w)
Height
(h)
Thickness
(t)
Cross
Sectional
Area
SECTION
in
(mm)
in
(mm)
in
(mm)
in2/ft
(cm2/m)
lb/ft
(kg/m)
lb/ft2
(kg/m2)
in3/ft
(cm3/m)
in3/ft
(cm3/m)
in4/ft
(cm4/m)
ft2/ft
(m2/m)
ft2/ft2
(m2/m2)
SCZ 14
28.50
10.00
0.250
6.4
88.48
4.18
33.81
14.23
14.36
16.32
71.82
6.10
1.28
SCZ 16
28.50
10.00
0.276
7.0
4.62
97.79
37.37
15.73
15.75
17.97
78.73
6.10
1.28
SCZ 17N
28.50
10.00
0.295
7.5
4.95
104.78
40.03
16.86
16.87
19.21
84.35
6.10
1.28
SCZ 18N
28.50
10.00
0.317
8.1
5.31
112.39
42.94
18.08
18.10
20.61
90.48
6.10
1.28
SCZ 21N
28.50
10.00
0.375
6.29
50.84
75.66
21.41
104.54
21.43
24.40
107.13
6.10
1.28
SKZ 20
28.50
16.00
0.315
8.0
127.00
6.00
48.24
20.31
31.69
1704
1970.97
36.66
253.51
7.60
1.60
SKZ 22
28.50
16.00
0.335
8.5
6.30
133.35
51.30
76.34
21.60
105.46
33.43
1797
38.94
2093.55
267.40
7.60
1.60
SKZ 23
28.50
16.00
0.354
9.0
6.70
141.82
54.20
80.66
22.82
111.42
35.61
1915
41.12
2210.75
284.90
7.60
1.60
SKZ 24
28.50
16.00
0.375
9.5
7.10
150.28
57.43
85.47
24.18
118.06
37.73
2028
43.52
2339.78
301.80
7.60
1.60
SKZ 25
28.50
16.00
0.399
10.1
7.60
160.87
61.10
90.93
25.73
125.61
40.14
2158
46.24
2486.02
321.12
7.60
1.60
SKZ 31
28.50
18.00
0.450
11.4
9.07
192.04
73.82
109.85
31.08
151.75
51.56
2772
60.51
3253.29
464.05
8.06
1.70
SKZ 33
28.50
18.00
0.475
12.1
9.40
198.97
77.64
115.54
32.69
159.61
54.89
2951
63.57
3417.68
494.03
8.06
1.70
SKZ 34
28.50
18.00
0.500
12.7
9.89
209.25
81.42
121.17
34.28
167.38
57.62
3098
66.86
3594.60
518.62
8.06
1.70
SKZ 36
28.50
18.00
0.535
13.6
10.78
228.10
86.81
129.19
36.55
178.46
60.71
3264
71.58
3848.17
546.43
8.06
1.70
SKZ 38
28.50
18.00
0.550
11.07
88.95
37.45
62.32
73.52
560.85
8.06
1.70
723.9
254.0
723.9
254.0
723.9
254.0
723.9
254.0
723.9
254.0
723.9
9.5
406.4
723.9
406.4
723.9
406.4
723.9
406.4
723.9
406.4
723.9
457.2
723.9
457.2
723.9
457.2
723.9
457.2
723.9
457.2
Wall
Elastic
Plastic
Moment
of Inertia
Both
Sides
Coating
Area
50.31
55.61
59.58
63.91
133.06
14.0
Pile
71.79
234.42
132.37
69.50
76.82
82.32
88.28
99.17
182.85
772
847
907
973
1152
3350
877.4
965.9
1033
1108
1312
3952.44
9808
10751
11519
12356
14629
34618
36515
38905
41213
43851
63369
67462
70821
74619
76588
1.86
1.86
1.86
1.86
1.86
2.32
2.32
2.32
2.32
2.32
2.46
2.46
2.46
2.46
2.46
1.28
1.28
1.28
1.28
1.28
1.60
1.60
1.60
1.60
1.60
1.70
1.70
1.70
1.70
1.70
SCZ 14
SCZ 16
SCZ 17N
SCZ 18N
SCZ 21N
SKZ 20
SKZ 22
SKZ 23
SKZ 24
SKZ 25
SKZ 31
SKZ 33
SKZ 34
SKZ 36
SKZ 38
Interlock Compatibility
SCZ 14
l
l
l
l
l
l
l
l
l
l





SCZ 16
l
l
l
l
l
l
l
l
l
l





SCZ 17N
l
l
l
l
l
l
l
l
l
l





SCZ 18N
l
l
l
l
l
l
l
l
l
l





SCZ 21N
l
l
l
l
l
l
l
l
l
l





SKZ 20
l
l
l
l
l
l
l
l
l
l





SKZ 22
l
l
l
l
l
l
l
l
l
l





SKZ 23
l
l
l
l
l
l
l
l
l
l





SKZ 24
l
l
l
l
l
l
l
l
l
l





SKZ 25
l
l
l
l
l
l
l
l
l
l





SKZ 31










l
l
l
l
l
SKZ 33










l
l
l
l
l
SKZ 34










l
l
l
l
l
SKZ 36










l
l
l
l
l
SKZ 38










l
l
l
l
l
l Interlock compatible

Interlock not compatible
9
SCZ/SKZ
SCZ/SKZ Cold Formed Steel Sheet Pile
YIELD STRENGTH
ASTM
(ksi)
(MPa)
A 572 Grade 50
50
345
A 572 Grade 55
55
380
A 572 Grade 60
60
415
A 572 Grade 65*
65
450
*Not available for thicknesses ≥ 0.375" (9.525mm).
ASTM
(MPa)
A 572 Grade 65 (Mod)**
80
555
A 588
50
345
A 690
50
345
**Not available for thicknesses > 0.276" (7.0mm).
Corner Piles
B2 Corner Pile
B3 Corner Pile
5.0”
5.0”
(127 mm)
(127 mm)
23.5”
(596.9 mm)
23.5”
(596.9 mm)
ASTM A6
Mass
Length
EN 10249-2
± 2.5%
+ 5 inches
± 7%
– 0 inches
± 50 mm
Straightness
Bending (S)
0.25% of the length
Curving (C)
0.25% of the length
Twisting (V)
2% of the length
SCZ/SKZ
70 feet
YIELD STRENGTH
(ksi)
(21.3 m)
10 Technical Hotline: 1-866-875-9546 | engineering@skylinesteel.com
SKL/SKS
SKL/SKS Cold Formed Steel Sheet Pile
WEIGHT
SECTION MODULUS
Width
(w)
Height
(h)
Thickness
(t)
Cross
Sectional
Area
SECTION
in
(mm)
in
(mm)
in
(mm)
in2/ft
(cm2/m)
lb/ft
(kg/m)
SKL 9
21.65
3.54
0.157
2.53
15.52
SKL 10
21.65
3.54
0.177
2.83
17.40
25.90
47.00
9.63
2.88
SKL 12
21.65
3.54
0.217
3.43
21.10
11.67
3.53
SKS 11
27.56
5.91
0.197
3.29
25.69
11.26
6.34
SKS 13
27.56
5.91
0.217
3.61
28.22
12.29
6.98
SKS 14
27.56
5.91
0.250
4.17
32.58
14.19
8.05
SKS 16
27.56
5.91
0.276
4.57
35.61
15.57
8.89
550
550
550
700
700
700
700
90
90
90
150
150
150
150
4.0
4.5
5.5
5.0
5.5
6.4
7.0
53.50
59.90
72.60
69.60
76.40
88.20
96.70
COATING AREA
Pile
Wall
Elastic
Plastic
Moment
of Inertia
lb/ft2
(kg/m2)
in3/ft
(cm3/m)
in3/ft
(cm3/m)
8.60
2.55
23.10
42.00
31.40
57.00
38.23
55.00
42.00
60.00
48.49
69.27
53.00
76.00
137
155
190
341
375
433
478
Both
Sides
Coating
Area
in4/ft
(cm4/m)
ft2/ft
(m2/m)
ft2/ft2
(m2/m2)
3.28
4.50
4.23
1.17
3.67
5.09
4.23
1.17
4.42
6.22
4.23
1.17
7.54
18.67
5.87
1.28
8.44
20.48
5.87
1.28
9.48
23.78
5.87
1.28
10.40
26.25
5.87
1.28
176.43
197.23
237.66
405.36
454.03
509.87
559.20
615
695
850
2550
2810
3247
3585
1.29
1.29
1.29
1.79
1.79
1.79
1.79
1.17
1.17
1.17
1.28
1.28
1.28
1.28
Interlock Compatibility
SKL 9
SKL 10
SKL 12
SKS 11
SKS 13
SKS 14
SKS 16
SKL 9
l
l
l
l
l
l
l
SKL 10
l
l
l
l
l
l
l
SKL 12
l
l
l
l
l
l
l
SKS 11
l
l
l
l
l
l
l
SKS 13
l
l
l
l
l
l
l
SKS 14
l
l
l
l
l
l
l
SKS 16
l
l
l
l
l
l
l
l Interlock compatible

Interlock not compatible
Technical Hotline: 1-866-875-9546 | engineering@skylinesteel.com 11
SKL/SKS
SKL/SKS Cold Formed Steel Sheet Pile
YIELD STRENGTH
ASTM
(ksi)
(MPa)
A 572 Grade 50
50
345
A 572 Grade 55
55
380
A 572 Grade 60
60
415
A 572 Grade 65*
65
450
*Not available for thicknesses ≥ 0.375" (9.525mm).
ASTM
(MPa)
A 572 Grade 65 (Mod)**
80
555
A 588
50
345
A 690
50
345
**Not available for thicknesses > 0.276" (7.0mm).
Corner Piles
D1 Corner Piles
D3 Corner Piles
SKL 9-12: A = 10.8 inches (275.0 mm)
SKS 11-16:A = 13.8 inches (350.0 mm)
ASTM A6
Mass
Length
± 2.5%
+ 5 inches
EN 10249-2
± 7%
– 0 inches
± 50 mm
Straightness
Bending (S)
0.25% of the length
Curving (C)
0.25% of the length
Twisting (V)
2% of the length
Standard Rolled Lengths*
SKL, SKS
70 feet
YIELD STRENGTH
(ksi)
(21.3 m)
PS/AS
PS/AS Hot Rolled Steel Sheet Pile
WEIGHT
Width
(w)
SECTION
in
(mm)
PS 27.5
19.69
PS 31
19.69
500
500
Web
(tw)
in
(mm)
0.4
10.2
0.5
12.7
Maximum
Interlock
Strength
Minimum
Cell
Diameter†
Cross
Sectional
Area
Pile
k/in
(kN/m)
ft
(m)
in2/ft
(cm2/m)
lb/ft
(kg/m)
8.09
45.1
9.12
50.9
20
3500
20
3500
30
9.14
30
9.14
171.2
193.0
67.1
Wall
Moment
of Inertia
lb/ft2
(kg/m2)
in3/sheet
(cm3/sheet)
27.5
3.3
31.0
3.3
134.3
75.7
COATING AREA
Elastic
Section
Modulus
151.4
54
54
Both
Sides
Wall
Surface
in4/sheet
(cm4/sheet)
ft2/ft of single
(m2/m)
ft2/ft2 of wall
(m2/m2)
5.3
3.65
1.11
5.3
3.65
1.11
221
221
1.11
1.11
1.11
1.11
† Minimum cell diameter cannot be guaranteed for piles over 65 feet (19.81 m) in length, or if piles are spliced. 58 piles are needed to make a 30 foot diameter cell.
Width*
(w)
Web
(tw)
in
(mm)
in
(mm)
AS 500
9.5
19.69
0.375
AS 500
11.0
19.69
0.433
AS 500
12.0
19.69
0.472
AS 500
12.5
19.69
0.492
AS 500
12.7
19.69
0.500
SECTION
500
500
500
500
500
9.5
11.0
12.0
12.5
12.7
WEIGHT
Cross
Sectional
Area
Pile
Degrees
in2/ft
(cm2/m)
17.1
4.5
163.2
20.0
4.5
180.0
28.5
4.5
189.2
34.3
4.5
194.5
34.3
4.5
196.4
Maximum
Interlock
Strength
k/in
(kN/m)
3000
3500
5000
6000
6000
Allowable
Interlock
Rotation**
(α)
COATING AREA
Wall
Elastic
Section
Modulus
Moment
of Inertia
lb/ft
(kg/m)
lb/ft2
(kg/m2)
in3/sheet
(cm3/sheet)
7.71
43.01
26.22
2.3
8.50
47.46
28.88
3.0
8.94
49.93
30.52
3.1
9.19
51.27
31.34
3.1
9.28
51.81
31.54
3.2
64.0
70.6
74.3
76.3
77.1
128
141
149
153
154
37
49
51
51
52
Both
Sides
Wall
Surface
in4/sheet
(cm4/sheet)
ft2/ft of single
(m2/m)
ft2/ft2 of wall
(m2/m2)
4.1
3.77
1.15
4.5
3.77
1.15
4.7
3.77
1.15
4.8
3.77
1.15
4.9
3.77
1.15
170
186
196
201
204
1.15
1.15
1.15
1.15
1.15
1.15
1.15
1.15
1.15
1.15
* Use 503 mm for template construction and layout drawings.
** The mill guarantees 4.5 degrees of interlock rotation for piles < 20 m. in length. For piles > 20 m. in length, the guaranteed rotation is 4 degrees.
Pre-bent piles are available to achieve a tighter radius in the cells and arcs.
PS/AS
PS/AS Hot Rolled Steel Sheet Pile
PS
AS
AMERICAN
AMERICAN
YIELD STRENGTH
ASTM
(ksi)
(MPa)
A 328
39
270
A 572 Grade 50
50
345
A 572 Grade 60
60
A 588
A 690
ASTM
CANADIAN
YIELD STRENGTH
(ksi)
(MPa)
A 328
39
270
A 572 Grade 42
42
290
415
A 572 Grade 50
50
50
345
A 572 Grade 55
50
345
A 572 Grade 60
CSA G40.21
EUROPEAN
YIELD STRENGTH
(ksi)
(MPa)
Grade 260 W
38
260
Grade 300 W
44
300
345
Grade 350 W
50
55
380
Grade 400 W
58
60
A 572 Grade 65
A 690
A 690
(MPa)
S 240 GP
35
240
S 270 GP
39
270
350
S 320 GP
46
320
400
S 355 GP
51
355
415
S 390 GP
57
390
65
450
S 430 GP
62
430
50
345
57
390
30° - 45°
9.84"
(250 mm)
120°
Y Pile
5.91"
(150 mm)
9.84"
(250 mm)
90°
120° Y Pile
10.16"
(258 mm)
9.84"
(250 mm)
90° T Pile
ASTM A 6
Mass
Length
EN 10248
± 2.5%
+ 5 inches
± 5%
– 0 inches
Height
± 200 mm
± 5 mm
Thickness
± 6%
Width
± 2%
Straightness
0.2% of the length
Ends out of Square
2% of the width
PS
90 feet
(27.4 m)
AS
101.7 feet
(31.0 m)
YIELD STRENGTH
(ksi)
Junction Piles
9.84"
(250 mm)
EN 10248
Combined Wall Systems
Combined Wall
Systems
Combined wall systems are used when regular sheet piles are not strong enough to carry the required loads. The two
main components of a combined wall system are the king pile (HZ®-M or Pipe) and a pair of intermediary sheet piles. The
connector is the third component and is welded to or interlocked with the king pile and connects the king pile to the sheet
pile. The intermediary sheet piles transfer the soil and water pressures to the king piles, which carry most of the load. The
sheet piles are usually shorter, varying from 60% to 100% of the length of the king pile. The king piles are often designed to
carry substantial vertical loads in addition to the normal bending loads.
There are a wide variety of HZ®-M and Pipe solutions which give the designer a great deal of flexibility. Each type of
system, beam and pipe, has their own advantages. The HZ®-M system is fully interlocking and does not rely on any welded
connections. The HZ®-M system also has a shallower depth than the pipe system which reduces the encroachment into
waterways. The Pipe-Z system has a much greater range of strengths than the HZ®-M system because of the very large pipes
that can be manufactured for the system. It also usually has higher strength to weight and stiffness to weight ratios than the
HZ®-M system. Whichever system is chosen, the engineer can rest assured that both systems have proven themselves on
large infrastructure projects around the world.
Applications of Combined Wall Systems
Combined wall systems provide an ideal solution for applications such as: large capacity retaining walls with deep
excavations, breakwaters, deep cofferdams, and other structures that require retaining walls to resist large loads.
Combined Wall
Systems
Corpus Christi, TX
Miami, FL
Sept-Îles, QC
Pipe-Z
Pipe-Z Combined Wall Systems
Pipe-Z System
System Width
Pipe Piles as King Piles
with NZ or AZ Sheet Piles
threading into
E22 Connectors
PROPERTIES OF PIPE PILE
Pipe-Z
System
Combination
Sample
PAZ30/AZ14-770
Sheet Pile
Section
AZ 14-770
PROPERTIES OF COMBINED WALL
COATING
WEIGHT
(Sheet Pile Length/Pipe Length)
Wall
Outside
Diameter Thickness
Pipe
Weight
System
Width
System
Inertia
Section
Modulus
100%
80%
lb/ft
kg/m
in
mm
in4/ft
cm4/m
in3/ft
cm3/m
lb/ft2
kg/m2
lb/ft2
kg/m2
60%
Cross
Sectional
Area
Both
Sides of
Wall
lb/ft2
kg/m2
in2/ft
cm2/m
ft2/ft
m2/m
in
mm
in
mm
30.00
0.312
7.9
147.36
99.02
92.98
2362
71696
1882
138.7
123.4
108.2
176.7
8.35
20.98
30.00
0.375
118.76
81.96
712
47.5
34.1
30.8
27.4
10.02
20.06
36.00
0.375
142.81
98.98
2514
124510
2723
156.2
141.9
127.5
199.0
9.40
22.55
36.00
0.500
189.75
93.48
1295
71.9
40.3
37.1
33.9
11.84
22.71
42.00
0.438
194.60
104.98
30.5
10.60
24.12
42.00
0.500
221.82
99.48
2527
252623
4736
203.8
189.2
174.5
35.7
12.27
24.28
42.00
0.625
276.44
107.35
2181
103.9
46.7
43.5
40.4
13.72
25.76
42.00
0.750
330.72
99.48
2527
393193
2879
137.1
7372
303.2
281.5
259.8
53.2
18.25
25.44
48.00
0.500
253.89
110.98
2369
98.7
40.5
37.9
35.3
11.91
25.69
48.00
0.625
316.52
105.48
44.5
14.73
25.85
48.00
0.750
378.83
113.35
2879
479970
48.00
0.875
440.80
105.48
54.00
0.563
321.61
116.98
2971
484705
54.00
0.625
356.61
111.48
54.00
0.750
426.93
119.35
54.00
0.875
496.92
111.48
762.00
PAZ30/AZ18
AZ 18
762.00
PAZ36/AZ14-770
AZ 14-770
914.40
PAZ36/NZ19
NZ 19
914.40
PAZ42/AZ14-770
AZ 14-770
1066.80
PAZ42/NZ19
NZ 19
1066.80
PAZ42/AZ23-800
AZ 23-800
1066.80
PAZ42/AZ38-700N
AZ 38-700N
1066.80
PAZ48/AZ14-770
AZ 14-770
1219.20
PAZ48/NZ19
NZ 19
1219.20
PAZ48/AZ23-800
AZ 23-800
1219.20
PAZ48/AZ38-700N
AZ 38-700N
1219.20
PAZ54/AZ14-770
AZ 14-770
1371.60
PAZ54/NZ19
NZ 19
1371.60
PAZ54/AZ23-800
AZ 23-800
1371.60
PAZ54/AZ38-700N
AZ 38-700N
1371.60
9.5
9.5
12.7
11.1
12.7
15.9
19.1
12.7
15.9
19.1
22.2
14.3
15.9
19.1
22.2
176.74
212.53
282.38
289.61
330.11
411.39
492.18
377.84
471.05
563.77
655.99
478.62
530.71
635.36
739.51
2082
2374
2666
2727
2819
2679
2679
2832
3032
2832
525
97257
912
176814
1510
206230
1850
297846
35.0
2553
50.7
3867
71.9
3866
88.1
5584
28.4
166.6
32.0
196.8
36.1
176.2
41.7
228.0
62.1
150.2
29.1
181.2
33.3
162.7
38.7
212.6
57.7
133.9
26.1
165.6
149.2
197.2
250.7
224.4
259.6
290.5
386.3
6.87
6.92
7.35
7.40
7.85
7.75
129.9
3515
146.5
7874
268.9
254.3
239.7
49.1
16.18
27.33
4455
185.6
71.1
66.9
62.7
20.89
27.01
3549
131.5
7068
221.7
209.6
197.5
40.4
13.34
27.27
4158
154.0
51.8
49.1
46.4
15.21
27.42
4686
173.5
51.5
16.79
28.91
5891
218.2
65.4
21.54
28.58
608417
567781
639866
804396
9981
8279
9330
11730
50.1
55.1
347.1
45.4
252.7
57.1
279.0
73.3
357.9
47.3
231.0
52.1
326.7
42.9
239.7
54.3
265.1
69.3
338.6
217.2
306.2
226.6
251.2
319.2
252.2
6.12
3117
244.8
172.4
212.2
6.40
5306
6983
185.2
22.2
323472
425697
198.0
25.3
311.9
342.5
442.2
282.4
321.9
355.4
456.0
7.83
7.88
8.33
8.23
8.31
8.36
8.81
8.71
Size Range: The combinations above are just a sample of the thousands of possibilities that are available with the Pipe-Z System.
System Width: For a given strength or stiffness requirement, using larger diameter pipes and wider sheet piles (new 800 mm sections) will maximize the efficiency of the wall.
A larger system width reduces the number of connectors to weld, piles to drive, and tierods to install.
Contact your local Skyline Steel representative to check on pricing and availability of your system.
Pipe-Z
Pipe-Z System
PROPERTIES OF PIPE PILE
Pipe-Z
System
Combination
Sample
PAZ60/AZ14-770
Sheet Pile
Section
AZ 14-770
Wall
Outside
Diameter Thickness
100%
80%
in4/ft
cm4/m
in3/ft
cm3/m
lb/ft2
kg/m2
lb/ft2
kg/m2
60%
Cross
Sectional
Area
Both
Sides of
Wall
lb/ft2
kg/m2
in2/ft
cm2/m
ft2/ft
m2/m
60.00
0.625
396.70
122.98
3124
696115
5098
169.9
9136
246.7
235.1
223.6
45.8
14.85
28.84
60.00
0.750
475.04
117.48
6391
213.0
61.2
58.7
56.1
17.99
28.99
60.00
0.875
553.04
125.35
3184
956387
7004
233.5
12551
324.6
311.4
298.1
61.1
19.53
30.48
60.00
1.000
630.71
117.48
8567
285.6
83.2
79.5
75.7
24.46
30.15
66.00
0.688
480.35
128.98
3276
967362
7084
214.7
11541
273.2
262.2
251.2
51.4
16.44
30.41
66.00
0.750
523.14
123.48
3136
8079
1103222
244.8
13162
62.9
307.2
60.5
295.4
58.1
283.6
18.49
30.56
66.00
0.875
609.16
131.35
8866
268.7
68.6
66.0
63.4
20.15
32.05
66.00
1.000
25.4
1034.08
694.85
123.48
3136
1473880
10793
327.1
17584
417.1
399.6
382.1
78.3
25.10
31.72
72.00
0.750
571.25
134.98
9548
265.2
61.5
59.4
57.2
18.09
31.98
72.00
0.813
618.68
129.48
3289
1474260
10796
299.9
16123
336.2
324.9
313.7
64.2
20.23
32.13
72.00
0.875
665.29
137.35
3489
10989
1500565
305.2
16411
70.5
344.1
68.0
332.0
65.5
320.0
20.71
33.62
72.00
1.000
758.99
129.48
13324
370.1
87.4
84.0
80.6
25.68
33.29
78.00
0.875
22.2
1073.60
721.41
143.35
3641
1826459
13375
343.0
18438
352.6
341.1
329.5
67.5
21.22
35.19
78.00
1.000
823.13
135.48
16165
414.5
89.2
86.0
82.7
26.22
34.86
84.00
0.875
22.2
1157.12
777.53
149.35
3794
2188975
16030
381.7
20520
360.5
349.4
338.3
69.3
21.69
36.76
84.00
1.000
887.27
141.48
19319
460.0
90.9
87.8
84.6
26.70
36.43
1524.00
1524.00
PAZ60/AZ38-700N
AZ 38-700N
1524.00
PAZ66/AZ14-770
AZ 14-770
1676.40
1676.40
PAZ66/AZ23-800
AZ 23-800
1676.40
PAZ66/AZ38-700N
AZ 38-700N
1676.40
PAZ72/AZ14-770
AZ 14-770
1828.80
PAZ72/NZ19
NZ 19
1828.80
1828.80
PAZ72/AZ38-700N
AZ 38-700N
1828.80
PAZ78/AZ23-800
AZ 23-800
1981.20
PAZ78/AZ38-700N
AZ 38-700N
1981.20
PAZ84/AZ23-800
AZ 23-800
2133.60
AZ 38-700N
Section
Modulus
in
mm
AZ 23-800
PAZ84/AZ38-700N
System
Inertia
lb/ft
kg/m
PAZ60/AZ23-700
AZ 23-800
System
Width
in
mm
1524.00
PAZ72/AZ23-800
Pipe
Weight
in
mm
NZ 19
NZ 19
COATING
WEIGHT
(Sheet Pile Length/Pipe Length)
PAZ60/NZ19
PAZ66/NZ19
PROPERTIES OF COMBINED WALL
2133.60
15.9
19.1
22.2
25.4
17.5
19.1
22.2
19.1
20.7
22.2
25.4
25.4
25.4
590.37
706.95
823.03
938.62
714.86
778.54
906.56
850.13
920.73
990.08
1129.53
1224.98
1320.44
2984
2984
3336
3428
3289
3441
3594
872780
1169817
1210754
1303904
1819541
2207429
2638067
11454
15352
14445
14260
19899
22284
24729
50.5
298.9
66.5
406.4
56.0
334.8
85.4
300.5
68.9
426.8
72.2
435.6
73.8
443.7
48.2
286.5
63.8
388.0
53.7
322.2
81.8
290.0
66.6
410.1
69.9
419.7
71.6
428.4
274.1
369.6
309.5
279.5
393.4
403.7
413.2
314.2
380.7
413.5
517.7
348.0
391.3
426.5
531.3
382.8
428.2
438.3
543.6
449.2
554.9
459.2
565.2
Size Range: The combinations above are just a sample of the thousands of possibilities that are available with the Pipe-Z System.
System Width: For a given strength or stiffness requirement, using larger diameter pipes and wider sheet piles (new 800 mm sections) will maximize the efficiency of the wall.
A larger system width reduces the number of connectors to weld, piles to drive, and tierods to install.
Contact your local Skyline Steel representative to check on pricing and availability of your system.
8.79
8.84
9.29
9.19
9.27
9.32
9.77
9.67
9.75
9.79
10.25
10.15
10.73
10.63
11.20
11.11
Pipe-Z
Yield Strength
ASTM
PIPE
ksi
MPa
Spiralweld
Rolled &
Welded
SHEET PILE
CONNECTORS
AZ
E22
A 139 Grade A
30
205
✔
✔
A 139 Grade B
35
240
✔
✔
A 139 Grade C
42
290
✔
✔
A 139 Grade D
46
315
✔
✔
A 139 Grade E
52
360
✔
✔
A 252 Grade 1
30
205
✔
✔
A 252 Grade 2
35
240
✔
✔
A 252 Grade 3
45
310
✔
✔
50 - 80
345 - 555
✔*
✔
A 328
39
270
A 36
36
250
✔
A 516 Grade 55
30
205
✔
A 516 Grade 60
32
220
✔
A 516 Grade 65
35
240
✔
A 516 Grade 70
38
260
✔
A 572 Grade 42
42
290
✔
✔
A 572 Grade 50
50
345
✔
✔
A 572 Grade 55
55
380
✔
✔
A 572 Grade 60
60
415
✔
✔
A 572 Grade 65
65
450
✔
✔
A 588
50
345
✔
A 690
50
345
✔
A 690 (Mod)
57
390
A 709
50
345
50
345
A 252 Grade 3 (Mod)
A 1011/1018
Abrasion Resistant
Brinell Hardness – 190
✔
✔
✔
✔
✔ **
✔
✔
✔
EN 10248
S 240 GP
35
240
✔
S 270 GP
39
270
✔
S 320 GP
46
315
✔
S 355 GP
S 390 GP
51
57
355
390
✔
S 430 GP
62
430
✔
S 460 AP
67
460
✔
Grade 260 W
38
260
✔
Grade 300 W
43
297
✔
Grade 350 W
51
355
✔
Grade 400 W
58
400
✔
✔
✔
CSA G40.21
Highlighted fields represent the most commonly used and readily available steel grades. Additional grades available upon request.
Please call with any questions or special requests.
*Availability is dependent on pipe diameter and thickness. **Not available for AZ 36-700N and larger.
Pipe-Z/Pipe-Pipe
Pipe-Z/Pipe- Pipe Combined Wall Systems
PIPE
SHEET PILE
ASTM
ASTM
AZ
ASTM
EN10248
Mass
± 2.5%
± 5%
Outside Diameter
Length
+ 5 in.
± 200 mm
Weight/Thickness
Height
± 7 mm
Length
≤ 8.5 mm
> 8.5 mm
Thickness
Width
± 2%
Double Pile Width
± 3%
Interlock Opening
0.2% of the length
Straightness
2% of the width
Ends out of Square
Twisting
Length (ft)
Length (m)
Spiralweld
130 feet
39.6 m
Rolled & Welded
120 feet
36.6 m
E22
59 feet
18.0 m
AZ
102 feet
31.0 m
NZ
90 feet
27.4 m
* All sections are readily spliced for longer lengths.
Spiralweld
Rolled & Welded
ASTM
ASTM
± 1%
± 1%
- 5%
Per Specification
± 1 in.
± 1 in.
HZ®-M
HZ®-M Steel Wall Systems
>>Fully Interlocking System
>>Hundreds of Combinations
>>Backside Connectors for
Extra Strength
HZ®-M
HZ®-M - King Pile
DIMENSIONS
h
h1
w
tmax
t
s
r
in
mm
in
mm
in
mm
in
mm
in
mm
in
mm
in
mm
HZ 680M LT
24.87
23.62
18.11
1.14
0.67
0.55
0.79
RZDU 16
RH 16
HZ 880M A
32.73
31.63
18.03
1.14
0.74
0.51
0.79
RZDU 16
RH 16
HZ 880M B
32.73
31.79
18.11
1.14
0.82
0.59
0.79
RZDU 16
RH 16
HZ 880M C
32.73
31.95
18.11
1.14
0.90
0.59
0.79
RZDU 16
RH 16
41.24
17.87
1.14
0.77
0.63
1.38
RZDU 16
RH 16
41.47
17.87
1.14
0.89
0.63
1.38
RZDU 16
RH 16
41.71
17.95
1.14
1.01
0.71
1.38
RZDU 16
RH 16
42.02
17.99
1.21
1.17
0.75
1.38
RZDU 16
RH 16
42.34
-
18.03
1.36
1.22
0.79
1.38
RZDU 16
RH 16
42.50
-
18.03
1.44
1.30
0.79
1.38
RZDU 16
RH 16
42.65
-
18.07
1.52
1.38
0.83
1.38
RZDU 18
RH 20
42.81
-
18.11
1.60
1.46
0.87
1.38
RZDU 18
RH 20
SECTION
HZ 1080M A
HZ 1080M B
HZ 1080M C
HZ 1080M D
HZ 1180M A
HZ 1180M B
HZ 1180M C
HZ 1180M D
631.8
831.3
831.3
831.3
42.33
1075.3
42.33
1075.3
42.33
1075.3
42.33
1075.3
1075.4
1079.4
1083.4
1087.4
599.9
803.4
807.4
811.4
1047.4
1053.4
1059.4
1067.4
460
458
460
460
454
454
456
457
458
458
459
460
29.00
28.96
28.96
28.96
28.96
28.96
28.96
30.73
34.54
36.58
38.60
40.64
16.9
18.8
20.8
22.9
19.6
22.6
25.7
29.7
31.0
33.0
35.1
37.1
14.0
13.0
15.0
15.0
16.0
16.0
18.0
19.0
20.0
20.0
21.0
22.0
20
20
20
20
35
35
35
35
35
35
35
35
Suitable Connector
HZ®-M
Solution 100
PROPERTIES PER SOLUTION
Moment of Inertia
Dimensions
Elastic Section Modulus
Coating Area
v1
v2
v3
v4
u
Sectional
Area
Mass
y-y
z-z
y-y*
y-y**
z-z
Waterside
Landside
SECTION
in
mm
in
mm
in
mm
in
mm
in
mm
in2
cm2
lb/ft
kg/m
in4
cm4
in4
cm4
in3
cm3
in3
cm3
in3
cm3
ft2/ft
m2/m
ft2/ft
m2/m
HZ 680M LT
11.81
299.9
-
12.44
315.9
-
9.06
230.0
40.44
260.9
137.63
204.8
4330.3
180430
926.9
38620
366.9
6015
-
102.5
1680
1.52
0.462
8.45
2.573
HZ 880M A
15.82
401.7
-
16.36
415.7
-
9.02
229.0
45.82
295.6
155.92
232.0
8571.4
356770
960.8
39990
541.9
8880
-
106.5
1745
1.51
0.459
9.73
2.966
HZ 880M B
15.89
403.7
-
16.36
415.7
-
9.06
230.0
50.87
328.2
173.13
257.6
9435.8
392750
1027.5
42770
593.8
9730
-
113.5
1860
1.51
0.461
9.74
2.967
HZ 880M C
15.97
405.7
-
16.36
415.7
-
9.06
230.0
53.11
342.7
180.76
269.0
10012.7
416760
1065.5
44350
627.0
10275
-
117.8
1930
1.51
0.461
9.74
2.967
HZ 1080M A
20.62
523.7
-
21.17
537.7
-
8.94
227.0
58.00
374.2
197.39
293.8
16943.9
705260
944.9
39330
821.7
13465
-
105.9
1735
1.49
0.455
11.14
3.396
HZ 1080M B
20.74
526.7
-
21.17
537.7
-
8.94
227.0
61.63
397.6
209.72
312.1
18512.5
770550
1016.5
42310
892.8
14630
-
113.8
1865
1.49
0.455
11.14
3.396
HZ 1080M C
20.85
529.7
-
21.17
537.7
-
8.98
228.0
68.14
439.6
231.88
345.1
20396.5
848970
1080.2
44960
977.9
16025
-
120.2
1970
1.50
0.457
11.15
3.397
HZ 1080M D
21.01
533.7
-
21.17
537.7
-
9.00
228.5
73.41
473.6
249.82
371.8
22231.8
925360
1127.7
46940
1058.2
17340
-
125.4
2055
1.50
0.457
11.15
3.397
HZ 1180M A
21.17
537.7
-
21.17
537.7
-
9.02
229.0
77.63
500.8
264.18
393.1
23617.8
983050
1152.0
47950
1115.8
18285
-
127.8
2095
1.50
0.457
11.15
3.397
HZ 1180M B
21.25
539.7
-
21.25
539.7
-
9.02
229.0
80.46
519.1
273.83
407.5
24893.7
1036160
1228.9
51150
1171.7
19200
-
136.4
2235
1.50
0.457
11.18
3.407
HZ 1180M C
21.33
541.7
-
21.33
541.7
-
9.04
229.5
84.98
548.3
289.21
430.4
26434.9
1100310
1314.9
54730
1239.4
20310
-
145.5
2385
1.51
0.459
11.21
3.416
HZ 1180M D
21.41
543.7
-
21.41
543.7
-
9.06
230.0
89.51
577.5
304.63
453.3
27991.5
1165100
1401.9
58350
1307.7
21430
-
154.7
2535
1.53
0.460
11.24
3.425
* Referring outside of HZ®-M-flange. ** Referring outside of connector.
HZ®-M
Solution 102
Moment of Inertia
Dimensions
Coating Area
v1
v2
v3
v4
u
Sectional
Area
Mass
y-y
z-z
y-y*
y-y**
z-z
Waterside
Landside
SECTION
in
mm
in
mm
in
mm
in
mm
in
mm
in2
cm2
lb/ft
kg/m
in4
cm4
in4
cm4
in3
cm3
in3
cm3
in3
cm3
ft2/ft
m2/m
ft2/ft
m2/m
HZ 680M LT
11.96
303.7
11.66
296.2
12.59
319.7
12.29
312.1
9.06
230.0
39.96
257.8
136.01
202.4
4256.9
177370
894.7
37280
356.2
5840
-
98.8
1620
1.57
0.478
8.45
2.573
HZ 880M A
15.99
406.2
15.64
397.2
16.54
420.1
16.19
411.2
9.02
229.0
45.32
292.4
154.24
229.5
8441.2
351350
928.3
38640
527.9
8650
-
102.8
1685
1.57
0.478
9.73
2.966
HZ 880M B
16.07
408.1
15.72
399.3
16.54
420.0
16.19
411.2
9.06
230.0
50.33
324.7
171.30
254.9
9293.1
386810
991.8
41280
578.5
9480
-
109.5
1795
1.58
0.481
9.74
2.967
HZ 880M C
16.14
409.9
15.81
401.5
16.53
419.9
16.20
411.4
9.06
230.0
52.58
339.2
178.93
266.3
9870.2
410830
1030.0
42870
611.8
10025
-
113.8
1865
1.58
0.481
9.74
2.967
HZ 1080M A
20.79
528.2
20.44
519.2
21.34
542.1
20.99
533.2
8.94
227.0
57.52
371.1
195.75
291.3
16729.6
696340
913.7
38030
804.6
13185
-
102.2
1675
1.55
0.473
11.14
3.396
HZ 1080M B
20.92
531.4
20.55
522.0
21.35
542.3
20.98
533.0
8.94
227.0
61.09
394.1
207.89
309.4
18273.4
760600
981.9
40870
873.6
14315
-
109.8
1800
1.56
0.475
11.14
3.396
HZ 1080M C
21.02
533.9
20.69
525.5
21.33
541.9
21.00
533.4
8.98
228.0
67.60
436.1
230.05
342.4
20157.5
839020
1045.1
43500
959.0
15715
-
116.6
1910
1.56
0.475
11.15
3.397
HZ 1080M D
21.17
537.6
20.86
529.8
21.32
541.6
21.01
533.7
9.00
228.5
72.87
470.1
247.99
369.0
21993.0
915420
1038.9
45480
1038.9
17025
-
121.4
1990
1.56
0.475
11.15
3.397
HZ 1180M A
21.32
541.4
21.02
534.0
21.32
541.6
21.02
534.0
9.02
229.0
77.09
497.3
262.34
390.4
23377.3
973040
1116.4
46470
1096.6
17970
-
123.9
2030
1.57
0.477
11.15
3.397
HZ 1180M B
21.44
544.5
21.06
534.9
21.44
544.5
21.06
534.9
9.02
229.0
79.75
514.5
271.39
403.9
24572.3
1022780
1181.5
49180
1146.3
18785
-
131.2
2150
1.58
0.481
11.18
3.407
HZ 1180M C
21.51
546.3
21.15
537.1
21.51
546.3
21.15
537.1
9.04
229.5
84.26
543.6
286.77
426.8
26111.3
1086840
1267.3
52750
1214.1
19895
-
140.4
2300
1.58
0.481
11.21
3.416
HZ 1180M D
21.67
550.4
21.14
537.0
21.67
550.4
21.14
537.0
9.06
230.0
88.42
570.5
300.92
447.8
27494.2
1144400
1329.8
55350
1269.0
20795
-
146.8
2405
1.60
0.487
11.24
3.419
HZ®-M
Solution 104
Moment of Inertia
Dimensions
Coating Area
v1
v2
v3
v4
u
Sectional
Area
Mass
y-y
z-z
y-y*
y-y**
z-z
Waterside
Landside
SECTION
in
mm
in
mm
in
mm
in
mm
in
mm
in2
cm2
lb/ft
kg/m
in4
cm4
in4
cm4
in3
cm3
in3
cm3
in3
cm3
ft2/ft
m2/m
ft2/ft
m2/m
HZ 680M LT
11.81
299.9
-
12.44
315.9
-
9.06
230.0
39.48
254.7
134.33
199.9
4185.1
174380
862.3
35930
354.7
5815
-
95.2
1560
1.57
0.478
8.51
2.59
HZ 880M A
15.82
401.7
-
16.36
415.7
-
9.02
229.0
44.83
289.2
152.57
227.0
8313.6
346040
895.9
37290
525.7
8615
-
99.5
1630
1.57
0.478
9.79
2.984
HZ 880M B
15.89
403.7
-
16.36
415.7
-
9.06
230.0
49.80
321.3
169.47
252.2
9153.8
381010
956.2
39800
576.1
9440
-
105.6
1730
1.58
0.481
9.80
2.987
HZ 880M C
15.97
405.7
-
16.39
415.7
-
9.06
230.0
52.04
335.7
177.01
263.6
9730.8
405030
994.2
41380
609.3
9985
-
109.8
1800
1.58
0.480
9.80
2.987
HZ 1080M A
20.62
523.7
-
21.17
537.7
-
8.94
227.0
57.04
368.0
194.10
288.9
16518.6
687560
882.4
36730
801.2
13130
-
98.9
1620
1.55
0.473
11.20
3.414
HZ 1080M B
20.74
526.7
-
21.17
537.7
-
8.94
227.0
60.55
390.6
206.06
306.7
18038.5
750820
947.3
39430
869.9
14255
-
105.9
1735
1.56
0.475
11.20
3.415
HZ 1080M C
20.85
529.7
-
21.17
537.7
-
8.98
228.0
67.06
432.7
228.22
339.6
19922.3
829230
1010.3
42050
955.3
15655
-
112.6
1845
1.56
0.476
11.21
3.417
HZ 1080M D
21.01
533.7
-
21.17
537.7
-
9.00
228.5
72.33
466.7
246.16
366.3
21757.8
905630
1057.6
44020
1035.6
16970
-
117.5
1925
1.56
0.477
11.21
3.417
HZ 1180M A
21.17
537.7
-
21.17
537.7
-
9.02
229.0
76.54
493.8
260.49
387.7
23139.9
963160
1080.9
44990
1093.2
17915
-
119.9
1965
1.57
0.477
11.21
3.418
HZ 1180M B
21.25
539.7
-
21.25
539.7
-
9.02
229.0
79.03
509.8
268.94
400.2
24256.4
1009630
1134.5
47220
1141.5
18705
-
125.7
2060
1.58
0.481
11.25
3.430
HZ 1180M C
21.33
541.7
-
21.33
541.7
-
9.04
229.5
83.55
539.0
284.32
423.1
25793.0
1073590
1220.0
50780
1209.5
19820
-
134.9
2210
1.58
0.482
11.28
3.439
HZ 1180M D
21.41
543.7
-
21.41
543.7
-
9.06
230.0
87.33
563.4
297.20
442.3
27009.1
1124210
1257.7
52350
1261.7
20675
-
138.8
2275
1.60
0.487
11.29
3.440
HZ®-M
Delivery Form
D = discontinuous weld, a = 0.236" (6 mm),
10% of length (3.94" per 3.28', 100 mm/m)
over the whole pile length + 19.68"
(500 mm) continuous weld at top and toe
Solution 12
R = continuous weld, a = 0.236" (6 mm),
length 19.68" (500 mm) at top and toe only
Moment of Inertia
Dimensions
Coating Area
v1
v2
v3
v4
u1
u2
Sectional
Area
Mass
y-y
z-z
y-y*
y-y**
z-z
Waterside
Landside
SECTION
in
mm
in
mm
in
mm
in
mm
in
mm
in
mm
in2
cm2
lb/ft
kg/m
in4
cm4
in4
cm4
in3
cm3
in3
cm3
in3
cm3
ft2/ft
m2/m
ft2/ft
m2/m
HZ 680M LT
10.30
261.7
13.31
338.1
11.74
298.1
-
9.05
229.8
11.14
282.9
46.33
298.9
157.72
234.7
5052.2
210510
1470.5
61270
379.7
6225
430.7
7060
132.1
2165
2.04
0.621
8.62
2.623
HZ 880M A
14.02
356.2
17.61
447.2
15.37
390.5
-
9.01
228.9
11.14
282.9
51.70
333.5
175.93
261.8
9868.7
410770
1504.9
62640
560.5
9185
642.0
10520
135.2
2215
2.04
0.621
9.90
3.017
HZ 880M B
14.27
362.5
17.51
444.9
15.55
394.9
-
9.05
229.9
11.18
283.9
56.71
365.8
192.98
287.2
10738.2
446960
1573.2
65480
613.0
10045
690.8
11320
140.7
2305
2.05
0.624
9.91
3.019
HZ 880M C
14.41
366.1
17.53
445.3
15.61
396.4
-
9.05
229.9
11.18
283.9
58.95
380.3
200.61
298.5
11320.8
471210
1611.1
67060
645.3
10580
725.3
11885
144.0
2360
2.05
0.624
9.90
3.019
HZ 1080M A
18.72
475.6
22.51
571.8
20.07
509.9
-
8.93
226.9
11.06
280.9
63.89
412.2
217.43
323.6
19207.5
799480
1480.7
61630
853.1
13980
956.9
15680
133.9
2195
2.02
0.617
11.31
3.447
HZ 1080M B
18.96
481.5
22.51
571.9
20.19
512.9
-
8.93
226.9
11.06
280.9
67.46
435.2
229.58
341.6
20767.9
864430
1548.9
64470
922.4
15115
1028.6
16855
140.1
2295
2.03
0.618
11.31
3.447
HZ 1080M C
19.23
488.5
22.48
570.9
20.35
516.8
-
8.97
227.9
11.10
281.9
73.97
477.2
251.74
374.6
22670.7
943630
1616.9
67300
1008.7
16530
1114.3
18260
145.3
2390
2.03
0.619
11.32
3.449
HZ 1080M D
19.50
495.3
22.53
572.1
20.46
519.6
-
8.99
228.4
11.12
282.4
79.24
511.2
269.67
401.3
24519.0
1020560
1666.9
69380
1088.7
17840
1198.8
19645
149.8
2455
2.03
0.620
11.32
3.449
HZ 1180M A
19.73
501.2
22.61
574.2
20.53
521.5
-
9.01
228.9
11.14
282.9
83.46
538.4
284.02
422.7
25912.4
1078560
1693.0
70470
1146.3
18785
1262.0
20680
151.9
2490
2.04
0.621
11.32
3.449
HZ 1180M B
19.90
505.5
22.60
573.9
20.62
523.8
-
9.01
228.9
11.14
282.9
86.12
555.6
293.07
436.1
27124.2
1129000
1758.1
73180
1200.3
19670
1315.4
21555
157.7
2585
2.04
0.622
11.33
3.454
HZ 1180M C
19.90
505.5
22.75
577.9
20.66
524.8
-
9.03
229.4
11.16
283.4
91.33
589.2
310.81
462.5
28917.9
1203660
1897.5
78980
1271.1
20830
1399.6
22935
170.0
2785
2.08
0.635
11.36
3.463
HZ 1180M D
20.13
511.2
22.68
576.2
20.81
528.5
-
9.05
229.9
11.18
283.9
95.49
616.1
324.96
483.6
30333.2
1262570
1962.6
81690
1337.3
21915
1457.9
23890
175.4
2875
2.10
0.641
11.38
3.468
HZ®-M
Delivery Form
10% of length (3.94" per 3.28’, 100 mm/m)
Solution 14
Moment of Inertia
Dimensions
Coating Area
v1
v2
v3
v4
u1
u2
Sectional
Area
Mass
y-y
z-z
y-y*
y-y**
z-z
Waterside
Landside
SECTION
in
mm
in
mm
in
mm
in
mm
in
mm
in
mm
in2
cm2
lb/ft
kg/m
in4
cm4
in4
cm4
in3
cm3
in3
cm3
in3
cm3
ft2/ft
m2/m
ft2/ft
m2/m
HZ 680M LT
11.79
299.5
11.83
300.4
13.22
335.8
13.26
336.9
9.05
229.8
11.14
282.9
52.08
336.0
177.27
263.8
5980.6
249190
1983.4
82640
506.0
8295
451.4
7400
178.1
2920
2.04
0.621
9.37
2.853
HZ 880M A
15.79
401.1
15.84
402.4
17.14
435.4
17.20
436.8
9.01
228.9
11.14
282.9
57.44
370.6
195.49
290.9
11485.9
478080
2013.5
83810
725.0
11880
667.9
10945
180.9
2965
2.04
0.621
10.67
3.253
HZ 880M B
15.87
403.1
15.92
404.3
17.14
435.4
17.19
436.8
9.05
229.9
11.18
283.9
62.41
402.6
212.38
316.1
12326.0
513050
2083.2
86710
774.4
12690
716.7
11745
186.4
3055
2.05
0.624
10.68
3.256
HZ 880M C
15.95
405.1
16.00
406.3
17.14
435.5
17.19
436.7
9.05
229.9
11.18
283.9
64.65
417.1
220.02
327.4
12903.21
537070
2121.3
88290
806.7
13220
750.6
12300
189.8
3110
2.05
0.624
10.68
3.255
HZ 1080M A
20.59
522.9
20.65
524.5
21.94
557.3
22.00
558.9
8.93
226.9
11.06
280.9
69.65
449.3
237.02
352.7
21900.5
911570
1981.6
82480
1060.6
17380
995.3
16310
179.1
2935
2.02
0.617
12.08
3.683
HZ 1080M B
20.71
526.0
20.77
527.4
21.94
557.3
22.00
558.9
8.93
226.9
11.06
280.9
73.16
472.0
248.98
370.5
23420.1
974820
2046.4
85180
1128.0
18485
1064.6
17445
185.2
3035
2.03
0.618
12.09
3.684
HZ 1080M C
20.83
529.0
20.88
530.4
21.94
557.3
22.00
558.9
8.97
227.9
11.10
281.9
79.67
514.0
271.14
403.5
25304.3
1053250
2118.5
88180
1211.9
19860
1150.3
18850
191.0
3130
2.03
0.619
12.09
3.685
HZ 1080M D
20.99
533.1
21.04
534.3
21.94
557.3
22.00
558.9
8.99
228.4
11.12
282.4
84.94
548.0
289.07
430.2
27139.6
1129640
2170.7
90350
1290.0
21140
1233.6
20215
195.3
3200
2.03
0.620
12.09
3.686
HZ 1180M A
21.15
537.1
21.19
538.3
21.95
557.4
22.00
558.9
9.01
228.9
11.14
282.9
89.15
575.2
303.41
451.5
28521.8
1187170
2198.5
91510
1345.9
22055
1296.8
21250
197.4
3235
2.04
0.621
12.10
3.687
HZ 1180M B
21.22
539.1
21.27
540.3
21.95
557.4
22.00
558.9
9.01
228.9
11.14
282.8
91.64
591.2
311.86
464.1
29638.2
1233640
2252.1
93740
1393.5
22835
1347.4
22080
202.3
3315
2.04
0.622
12.10
3.688
HZ 1180M C
21.49
545.9
21.16
537.5
22.25
565.2
21.92
556.8
9.03
229.4
11.16
283.4
98.44
635.1
334.99
498.5
32120.9
1336980
2538.7
105670
1494.5
24490
1443.5
23655
227.6
3730
2.08
0.635
12.21
3.722
HZ 1180M D
21.57
547.8
21.25
539.6
22.25
565.1
21.93
556.9
9.05
229.9
11.18
283.9
102.22
659.5
347.87
517.7
33337.1
1387600
2582.2
107480
1546.0
25335
1498.4
24555
231.0
3785
2.10
0.641
12.23
3.728
HZ®-M
Delivery Form
Form a
Form b
10% of length (3.94" per 3.28’, 100 mm/m)
Solution 24
Moment of Inertia
Dimensions
Coating Area
v1
v2
v3
v4
u1
u2
Sectional
Area
Mass
y-y
z-z
y-y*
y-y**
z-z
Waterside
Landside
SECTION
in
mm
in
mm
in
mm
in
mm
in
mm
in
mm
in2
cm2
lb/ft
kg/m
in4
cm4
in4
cm4
in3
cm3
in3
cm3
in3
cm3
ft2/ft
m2/m
ft2/ft
m2/m
HZ 680M LT
10.98
279
12.63
320.9
12.41
315.3
14.07
357.4
18.38
466.8
20.47
519.9
91.56
590.7
311.61
463.7
10102.6
420940
10849.4
452060
800.3
13120
718.6
11780
530.4
8695
3.75
1.144
10.39
3.163
HZ 880M A
14.83
376.7
16.80
426.7
16.19
411.2
18.16
461.2
18.30
464.8
20.43
518.9
102.27
659.8
348.05
518.0
19700.5
820000
11783.3
490460
1172.9
19220
1085.0
17780
576.7
9450
3.75
1.144
11.68
3.559
HZ 880M B
15.00
380.9
16.79
426.5
16.27
413.4
18.07
458.9
18.38
466.9
20.51
520.9
112.20
723.9
381.85
568.3
21389.7
890310
12853.1
534990
1273.9
20875
1183.9
19400
626.7
10270
3.77
1.150
11.70
3.565
HZ 880M C
15.11
383.8
16.83
427.6
16.31
414.3
18.03
458.1
18.38
466.9
20.51
520.9
116.69
752.8
397.12
591.0
22547.0
938480
13319.7
554410
1339.5
21950
1250.4
20490
649.6
10645
3.77
1.150
11.69
3.565
HZ 1080M A
19.58
497.4
21.65
550.0
20.94
531.8
23.01
584.4
18.14
460.9
20.27
514.9
126.68
817.3
431.12
641.6
38.283.1
1593470
13659.9
568570
1767.9
28970
1663.8
27265
674.0
11045
3.73
1.136
13.07
3.985
HZ 1080M B
19.75
501.8
21.72
551.6
20.99
533.2
22.95
583.1
18.14
460.9
20.27
514.9
133.71
862.6
455.04
677.2
41329.7
1720280
14385.9
598790
1903.0
31185
1800.5
29505
709.7
11630
3.73
1.138
13.08
3.987
HZ 1080M C
19.96
507.0
21.75
552.4
21.08
535.4
22.87
580.8
18.22
462.9
20.35
516.9
146.73
946.7
499.36
743.1
45109.3
1877600
15733.3
654870
2074.2
33990
1972.6
32325
773.2
12670
3.74
1.141
13.09
3.990
HZ 1080M D
20.18
512.5
21.85
554.9
21.14
536.9
22.81
579.3
18.26
463.9
20.39
517.9
157.27
1014.7
535.23
796.5
48787.8
2030710
16792.3
698950
2233.2
36595
2139.2
35055
823.5
13495
3.75
1.142
13.10
3.991
HZ 1180M A
20.38
517.6
21.96
557.8
21.18
538.0
22.77
578.2
18.30
464.9
20.43
518.9
165.70
1069.0
563.90
839.2
51557.9
2146010
17628.8
733770
2347.6
38470
2264.9
37115
862.9
14140
3.75
1.144
13.10
3.993
HZ 1180M B
20.48
520.2
22.02
559.2
21.20
538.6
22.74
577.7
18.30
464.9
20.43
518.9
170.66
1101.0
580.80
864.3
53793.9
2239080
18164.3
756060
2443.4
40040
2365.3
38760
889.1
14570
3.76
1.147
13.13
4.002
HZ 1180M C
20.53
521.4
22.12
562.0
21.29
540.7
22.88
581.3
18.38
466.9
20.51
520.9
181.98
1174.1
619.31
921.6
57800.8
2405860
19543.1
813450
2612.4
42810
2525.8
41390
952.9
15615
3.82
1.164
13.17
4.015
HZ 1180M D
20.64
524.2
22.17
563.2
21.32
541.5
22.85
580.5
18.42
467.9
20.55
521.9
189.55
1222.9
645.07
960.0
60237.4
2507280
20355.4
847260
2716.8
44520
2635.9
43195
990.7
16235
3.86
1.176
13.20
4.025
HZ®-M
Delivery Form
Form a
Form b
10% of length (3.94" per 3.28’, 100 mm/m)
Solution 26
Dimensions
Moment of Inertia
Coating Area
v1
v2
v3
v4
u1
u2
Sectional
Area
Mass
y-y
z-z
y-y*
y-y**
z-z
Waterside
Landside
SECTION
in
mm
in
mm
in
mm
in
mm
in
mm
in
mm
in2
cm2
lb/ft
kg/m
in4
cm4
in4
cm4
in3
cm3
in3
cm3
in3
cm3
ft2/ft
m2/m
ft2/ft
m2/m
HZ 680M LT
11.80
299.7
11.82
300.2
13.23
336.0
13.25
336.6
18.38
466.8
20.47
519.9
97.81
631.0
332.84
495.3
11061.1
460880
13022.4
542600
936.7
15355
835.1
13690
636.5
10435
3.75
1.144
11.09
3.376
HZ 880M A
15.81
401.4
15.82
402.0
17.16
435.8
17.19
436.5
18.31
464.9
20.43
518.9
108.51
700.1
369.28
549.6
21379.6
889890
13940.3
580240
1351.1
22135
1244.0
20385
682.6
11180
3.75
1.144
12.39
3.776
HZ 880M B
15.88
403.4
15.91
404.0
17.16
435.8
17.18
436.5
18.38
466.9
20.50
520.9
118.44
764.1
403.08
599.9
23059.9
959830
15028.4
625530
1449.6
23755
1341.9
21990
732.9
12010
3.77
1.150
12.41
3.782
HZ 880M C
15.96
405.4
15.98
406.0
17.16
435.9
17.18
436.5
18.38
466.9
20.50
520.9
122.93
793.1
418.35
622.6
24213.8
1007860
15494.9
644950
1514.9
24825
1409.0
23090
755.8
12380
3.77
1.150
12.41
3.782
HZ 1080M A
20.60
523.3
20.63
524.1
21.96
557.7
21.99
558.5
18.14
460.9
20.27
514.9
132.92
857.6
452.36
673.2
41095.0
1710510
15780.3
656830
1991.5
32635
1868.9
30625
778.4
12755
3.73
1.136
13.79
4.202
HZ 1080M B
20.72
526.3
20.75
527.1
21.96
557.7
21.99
558.5
18.14
460.9
20.27
514.9
139.95
902.9
476.27
708.8
44134.6
1837030
16506.6
687060
2127.0
34855
2007.1
32890
814.4
13345
3.73
1.138
13.79
4.204
HZ 1080M C
20.84
529.4
20.87
530.1
21.96
557.8
21.99
558.5
18.22
462.9
20.35
516.9
152.97
986.9
520.59
774.7
47902.7
1993870
17872.2
743900
2295.4
37615
2178.6
35700
878.4
14395
3.74
1.141
13.80
4.208
HZ 1080M D
21.00
533.4
21.02
534.0
21.96
557.8
21.99
558.5
18.26
463.9
20.39
517.9
163.51
1054.9
556.46
828.1
51573.5
2146660
18940.1
788350
2452.9
40195
2345.8
38440
929.1
15225
3.75
1.142
13.81
4.209
HZ 1180M A
21.16
537.4
21.18
538.0
21.96
557.8
21.99
558.4
18.30
464.9
20.43
518.9
171.94
1109.3
585.13
870.8
54338.1
2261730
19785.8
823550
2565.4
42040
2471.5
40500
968.8
15875
3.75
1.144
13.81
4.210
HZ 1180M B
21.24
539.4
21.26
540.0
21.96
557.8
21.99
558.4
18.30
464.9
20.43
518.8
176.90
1141.3
602.03
895.9
56570.9
2354670
20321.3
845840
2661.0
43605
2573.1
42165
995.0
16305
3.76
1.147
13.82
4.213
HZ 1180M C
21.41
543.9
21.24
539.5
22.17
563.2
22.00
558.8
18.38
466.9
20.51
520.9
189.81
1224.5
645.94
961.3
61256.8
2549710
22283.7
927520
2860.8
46880
2762.9
45275
1086.5
17805
3.82
1.164
13.95
4.251
HZ 1180M D
21.49
545.8
21.32
541.6
22.17
563.1
22.00
558.9
18.42
467.9
20.55
521.9
197.37
1273.4
671.70
999.6
63689.1
2650950
23107.5
961810
2963.9
48570
2873.0
47080
1124.7
18430
3.86
1.176
13.99
4.264
HZ®-M
AZ - Intermediary Piles
Dimensions
Sectional Area
Moment of
Inertia
Elastic Section
Modulus
Radius of
Gyration
Coating Area
w
h
t
s
(per double)
Mass
y-y
y-y
y-y
SECTION
in
mm
in
mm
in
mm
in
mm
in2
cm2
lb/ft
kg/m
in4
cm4
in3
cm3
in
cm
ft2/ft
m2/m
AZ 14-770
30.31
770
13.56
344.5
0.375
9.5
0.375
9.5
31.40
202.6
106.84
159.0
862.2
35890
127.2
2085
5.24
13.31
6.10
1.85
AZ 19-700
27.56
700
16.56
420.5
0.375
9.5
0.375
9.5
31.59
203.8
107.52
160.0
1324.5
55130
159.8
2620
6.47
16.44
6.10
1.86
AZ 26-700
27.56
700
18.11
460.0
0.480
12.2
0.480
12.2
40.63
262.1
138.24
205.7
2008.7
83610
221.8
3635
7.03
17.86
6.33
1.93
HZ®-M
Connectors
Moment of
Inertia
Dimensions
Elastic Section
Modulus
Coated Area
Sectional
Area
Mass
y-y
z-z
y-y
z-z
Waterside
Landside
in2
cm2
lb/ft
kg/m
in4
cm4
in4
cm4
in3
cm3
in3
cm3
ft2/ft
m2/m
ft2/ft
m2/m
h
b
a
ay
SECTION
in
mm
in
mm
in
mm
in
mm
RZD 16
2.43
61.8
3.19
80.5
-
1.24
31.5
HZ 880M / 1080M / 1180M A-B
3.21
20.7
10.89
16.2
1.4
57
2.3
94
1.1
18
1.3
22
0.39
0.12
0.20
0.06
RZU 16
2.43
61.8
3.19
80.5
-
1.51
38.3
HZ 880M / 1080M / 1180M A-B
3.16
20.4
10.82
16.1
1.6
68
2.3
94
1.1
18
1.3
22
0.26
0.08
0.33
0.10
RH 16
2.43
61.8
2.69
68.2
0.48
12.2
1.28
32.5
HZ 880M / 1080M / 1180M A-B
3.12
20.1
10.75
16.0
2.0
83
1.3
54
1.5
25
1.0
16
0.33
0.10
0.30
0.09
RZD 18
2.65
67.3
3.35
85.0
-
1.41
35.9
HZ 1180M C-D
3.57
23.0
12.16
18.1
1.9
78
2.6
110
1.3
22
1.5
25
0.39
0.12
0.23
0.07
RZU 18
2.65
67.3
3.35
85.0
-
1.66
42.1
HZ 1180M C-D
3.50
22.6
12.03
17.9
2.2
92
2.6
110
1.3
22
1.5
25
0.30
0.09
0.33
0.10
RH 20
2.65
67.3
3.12
79.2
0.56
14.2
1.44
36.5
HZ 1180M C-D
3.91
25.2
13.44
20.0
2.9
122
2.1
88
2.0
33
1.3
22
0.36
0.11
0.33
0.10
Suitable King Pile
Without other specifications, all the connectors are offered in Grade S 430 GP.
HZ®-M
Combination HZ…M-12 / AZ 14-770
81.38 in.
2067.1 mm
PROPERTIES PER FOOT OF WALL
SECTION
Sectional
Area
Moment of
Inertia
in2/ft
cm2/m
in4/ft
cm4/m
HZ 680M LT
11.45
242.4
119038
HZ 880M A
12.25
1581.7
HZ 880M B
12.97
1708.2
HZ 880M C
13.30
1794.0
HZ 1080M A
14.07
2963.8
HZ 1080M B
14.60
3194.3
HZ 1080M C
15.55
3471.9
HZ 1080M D
16.32
3742.8
HZ 1180M A
16.93
3946.4
HZ 1180M B
17.32
4125.0
HZ 1180M C
18.08
4387.2
HZ 1180M D
18.68
4593.6
265.4
281.0
288.2
304.9
316.3
336.9
353.6
366.8
375.3
391.7
404.7
871.7
215994
233269
244985
404731
436208
474116
511110
538913
563303
599108
627294
MASS OF COMBINATION WITH INTERMEDIARY SECTION
*Elastic Section **Elastic Section
Modulus
Modulus
lAZ = 60% lHZ
in3/ft
cm3/m
65.5
3521.5
89.8
4827.9
97.6
5247.3
102.3
5500.0
131.7
7080.6
141.9
7629.0
154.5
8306.4
166.2
8935.4
174.6
9387.0
182.6
9817.1
192.9
10370.9
202.5
10887.0
in3/ft
cm3/m
74.3
3994.6
102.9
5532.2
109.8
5903.2
114.9
6177.4
147.7
7940.8
158.2
8505.3
170.7
9177.4
182.9
9833.3
192.2
10333.3
200.0
10752.6
212.3
11413.9
220.8
11870.9
lb/ft2
kg/m2
31.38
153.21
34.10
166.49
36.58
178.60
37.70
184.07
40.30
196.76
42.09
205.50
45.32
221.27
47.94
234.06
50.03
244.27
51.37
250.81
53.82
262.77
55.87
272.78
* Referring outside of HZ -M-flange (v2), ** Referring outside of connector (v3), *** Length of connectors = Length of AZ.
®
*** AZ 14-770
Coating Area
lAZ = 80% lHZ
lAZ = lHZ
Waterside
Landside
lb/ft2
kg/m2
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
8.09
14.66
8.09
15.95
8.10
15.96
8.10
15.96
8.08
17.36
8.08
17.36
8.08
17.37
8.09
17.37
8.09
17.37
8.09
17.39
8.14
17.42
8.16
17.43
35.17
171.71
37.89
184.99
40.37
197.10
41.49
202.57
44.09
215.27
45.89
224.05
49.11
239.77
51.73
252.57
53.82
262.77
55.16
269.31
57.67
281.57
59.73
291.63
38.95
190.17
41.68
203.50
44.15
215.56
45.28
221.08
47.89
233.82
49.68
242.56
52.91
258.33
55.52
271.07
57.61
281.28
58.95
287.82
61.53
300.41
63.59
310.47
2.466
2.466
2.469
2.469
2.463
2.463
2.463
2.466
2.466
2.466
2.481
2.487
4.468
4.862
4.865
4.865
5.291
5.291
5.294
5.294
5.294
5.300
5.310
5.313
HZ®-M
81.38 in.
2067.1 mm
Sectional
Area
Moment of
Inertia
in2/ft
cm2/m
in4/ft
cm4/m
HZ 680M LT
12.29
1008.5
HZ 880M A
13.09
1820.1
HZ 880M B
13.81
1942.0
HZ 880M C
14.14
2026.9
HZ 1080M A
14.92
3361.5
HZ 1080M B
15.44
3586.0
HZ 1080M C
16.39
3860.5
HZ 1080M D
17.16
4129.2
HZ 1180M A
17.77
4331.0
HZ 1180M B
18.13
4495.5
HZ 1180M C
19.13
4859.1
HZ 1180M D
19.68
5035.9
SECTION
260.1
283.6
299.2
306.4
323.3
334.5
355.1
371.8
385.0
392.8
414.5
426.4
137720
248550
265196
276790
459040
489698
527183
563876
591434
613897
663550
687693
*** AZ 14-770
Modulus
Modulus
lAZ = 60% lHZ lAZ = 80% lHZ
in3/ft
cm3/m
85.3
4586.0
114.9
6177.4
122.0
6559.1
126.8
6817.2
162.8
8752.6
172.7
9284.9
184.9
9940.8
196.3
10553.7
204.3
10983.8
211.3
11360.1
226.1
12155.8
233.5
12553.7
in3/ft
cm3/m
76.1
4091.4
105.8
5688.1
112.9
6069.9
117.9
6338.7
152.8
8215.0
162.9
8758.0
175.5
9435.4
187.7
10091.3
196.9
10586.0
204.4
10989.2
218.4
11741.9
226.4
12172.0
lb/ft2
kg/m2
33.02
161.22
35.73
174.45
38.19
186.46
39.31
191.93
41.94
204.77
43.70
213.36
46.93
229.13
49.55
241.92
51.64
252.13
52.88
258.18
55.81
272.49
57.68
281.62
lb/ft2
kg/m2
37.43
182.75
40.15
196.03
42.60
208.00
43.72
213.46
46.36
226.35
48.13
234.99
51.35
250.71
53.97
263.50
56.06
273.71
57.30
279.76
60.45
295.14
62.32
304.27
Coating Area
lAZ = lHZ
Waterside
Landside
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
8.09
15.41
8.09
16.72
8.10
16.73
8.10
16.73
8.08
18.14
8.08
18.14
8.08
18.14
8.09
18.15
8.09
18.15
8.09
18.15
8.14
18.27
8.16
18.29
41.84
204.28
44.56
217.56
47.01
229.52
48.13
234.99
50.78
247.93
52.55
256.57
55.77
272.29
58.39
285.08
60.47
295.24
61.72
301.34
65.09
317.80
66.96
326.93
2.466
2.466
2.469
2.469
2.463
2.463
2.463
2.466
2.466
2.466
2.481
2.487
4.697
5.096
5.099
5.099
5.529
5.529
5.529
5.532
5.532
5.532
5.569
5.575
* Referring outside of HZ®-M-flange (highest value of v1; v2), ** Referring outside of connector (highest value of v3; v4), *** Length of connectors = Length of AZ.
HZ®-M
99.92 in.
2538.0 mm
Sectional
Area
Moment of
Inertia
in2/ft
cm2/m
in4/ft
cm4/m
HZ 680M LT
14.73
1315.0
HZ 880M A
16.04
2467.6
HZ 880M B
17.21
2666.1
HZ 880M C
17.74
2804.8
HZ 1080M A
19.03
4712.4
HZ 1080M B
19.88
5079.2
HZ 1080M C
21.41
5525.4
HZ 1080M D
22.66
5962.8
HZ 1180M A
23.65
6290.6
HZ 1180M B
24.25
6558.9
HZ 1180M C
25.57
7028.7
HZ 1180M D
26.45
7314.9
SECTION
311.8
347.5
372.9
384.4
412.3
430.7
463.9
491.0
512.4
525.4
554.0
573.1
179575
336971
364078
383018
643517
693606
754539
814269
859033
895672
959827
998910
*** AZ 14-770
Modulus
Modulus
in3/ft
cm3/m
104.1
5596.8
146.8
7892.4
158.8
8537.6
166.6
8956.9
217.6
11698.9
233.9
12575.2
254.1
13661.2
273.0
14677.3
286.4
15397.8
297.9
16016.0
317.7
17080.5
329.9
17736.4
in3/ft
cm3/m
93.5
5026.9
135.9
7306.4
147.6
7935.4
155.5
8360.2
204.8
11010.7
221.2
11892.4
241.6
12989.2
261.4
14053.7
276.3
14854.7
288.4
15505.3
307.1
16510.6
320.1
17209.6
lb/ft2
kg/m2
43.98
214.73
48.42
236.41
52.39
255.79
54.22
264.72
58.57
285.96
61.45
300.02
66.68
325.56
70.94
346.36
74.32
362.86
76.35
372.77
80.73
394.16
83.75
408.90
lb/ft2
kg/m2
47.06
229.77
51.51
251.49
55.47
270.83
57.30
279.76
61.67
301.10
64.55
315.16
69.77
340.65
74.02
361.40
77.41
377.95
79.43
387.81
83.87
409.49
86.89
424.23
Coating Area
lAZ = lHZ
Waterside
Landside
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
9.80
16.43
9.81
17.73
9.83
17.75
9.83
17.75
9.78
19.13
9.79
19.14
9.80
19.15
9.80
19.15
9.81
19.15
9.82
19.18
9.87
19.23
9.91
19.26
50.14
244.80
54.59
266.53
58.55
285.86
60.38
294.80
64.76
316.19
67.64
330.25
72.86
355.73
77.11
376.48
80.49
392.98
82.52
402.90
87.00
424.77
90.02
439.51
2.987
2.990
2.996
2.996
2.981
2.984
2.987
2.987
2.990
2.993
3.008
3.021
5.008
5.404
5.410
5.410
5.831
5.834
5.837
5.837
5.837
5.846
5.861
5.870
HZ®-M
99.92 in.
2538.0 mm
Sectional
Area
Moment of
Inertia
in2/ft
cm2/m
in4/ft
cm4/m
HZ 680M LT
15.48
1430.0
HZ 880M A
16.79
2669.1
HZ 880M B
17.95
2866.2
HZ 880M C
18.49
3004.5
HZ 1080M A
19.78
5050.9
HZ 1080M B
20.63
5416.8
HZ 1080M C
22.16
5861.1
HZ 1080M D
23.41
6297.4
HZ 1180M A
24.40
6624.2
HZ 1180M B
25.00
6892.1
HZ 1180M C
26.50
HZ 1180M D
27.39
SECTION
327.7
363.8
388.9
400.6
428.6
447.0
480.1
507.2
528.7
541.7
574.2
593.5
195279
364487
391403
410289
689741
739708
800381
859962
904589
941173
7442.7
1016362
7728.1
1055335
*** AZ 14-770
Modulus
Modulus
in3/ft
cm3/m
121.0
6505.4
168.6
9064.5
180.2
9688.1
188.0
10107.5
244.8
13161.2
261.1
14037.5
280.9
15102.1
299.6
16107.4
312.8
16817.1
324.2
17430.0
347.5
18682.7
359.6
19333.2
in3/ft
cm3/m
107.9
5801.1
155.3
8349.4
166.7
8962.3
174.8
9397.8
229.7
12349.4
246.4
13247.2
266.5
14327.9
286.4
15397.8
301.3
16198.8
313.5
16854.7
335.6
18042.9
348.6
18741.8
lb/ft2
kg/m2
45.50
222.15
49.95
243.88
53.92
263.26
55.75
272.19
60.11
293.48
62.99
307.54
68.21
333.03
72.47
353.83
75.85
370.33
77.88
380.24
82.64
403.48
85.66
418.23
lb/ft2
kg/m2
49.09
239.68
53.54
261.40
57.51
280.79
59.34
289.72
63.71
311.06
66.59
325.12
71.81
350.61
76.06
371.36
79.45
387.91
81.47
397.77
86.42
421.94
89.44
436.68
Coating Area
lAZ = lHZ
Waterside
Landside
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
9.80
17.13
9.81
18.44
9.83
18.46
9.83
18.46
9.78
19.84
9.79
19.85
9.80
19.86
9.80
19.86
9.81
19.87
9.82
19.88
9.87
20.00
9.91
20.04
52.68
257.20
57.14
278.98
61.10
298.31
62.93
307.25
67.32
328.68
70.20
342.74
75.41
368.18
79.66
388.93
83.04
405.43
85.07
415.35
90.19
440.34
93.21
455.09
2.987
2.990
2.996
2.996
2.981
2.984
2.987
2.987
2.990
2.993
3.008
3.021
5.221
5.621
5.627
5.627
6.047
6.050
6.053
6.053
6.056
6.059
6.096
6.108
HZ®-M
75.87 in.
1927.1 mm
Sectional
Area
Moment of
Inertia
in2/ft
cm2/m
in4/ft
cm4/m
HZ 680M LT
12.31
1007.9
HZ 880M A
13.17
1769.6
HZ 880M B
13.94
1905.1
HZ 880M C
14.30
1997.1
HZ 1080M A
15.13
3252.7
HZ 1080M B
15.69
3500.0
HZ 1080M C
16.71
3797.5
HZ 1080M D
17.53
4087.8
HZ 1180M A
18.19
4306.1
HZ 1180M B
18.61
4497.6
HZ 1180M C
19.42
4778.7
HZ 1180M D
20.07
4999.8
SECTION
260.6
285.4
302.0
309.8
327.8
340.0
362.1
379.8
394.1
403.2
420.8
434.9
137638
241653
260157
272720
444183
477954
518580
558223
588033
614184
652571
682764
Modulus
Modulus
lAZ = 60% lHZ
in3/ft
cm3/m
75.7
4069.9
100.5
5403.2
108.8
5849.4
113.9
6123.6
144.5
7768.8
155.5
8360.2
169.0
9086.0
181.4
9752.6
190.5
10241.9
199.0
10698.9
210.1
11295.6
220.4
11849.4
in3/ft
cm3/m
85.8
4612.9
115.1
6188.1
122.6
6591.4
128.0
6881.7
162.0
8709.6
173.4
9322.5
186.7
10037.6
199.9
10747.2
209.7
11274.1
218.1
11725.7
231.3
12435.4
240.3
12919.3
lb/ft2
kg/m2
33.72
164.63
36.64
178.89
39.29
191.83
40.50
197.74
43.29
211.36
45.21
220.73
48.67
237.63
51.49
251.39
53.73
262.33
55.16
269.31
57.78
282.11
59.99
292.90
* Referring outside of HZ®-M-flange (v2), ** Referring outside of connector (v3), *** Length of connectors = Length of AZ.
*** AZ 19-700
Coating Area
lAZ = 80% lHZ
lAZ = lHZ
Waterside
Landside
lb/ft2
kg/m2
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
8.12
14.69
8.13
15.99
8.14
15.99
8.13
15.99
8.11
17.40
8.12
17.40
8.12
17.40
8.12
17.41
8.12
17.41
8.13
17.42
8.17
17.45
8.19
17.47
37.80
184.55
40.72
198.81
43.37
211.75
44.58
217.66
47.38
231.33
49.31
240.75
52.76
257.60
55.57
271.25
57.81
282.25
59.24
289.23
61.94
302.42
64.14
313.16
41.88
204.47
44.81
218.78
47.45
231.67
48.66
237.58
51.48
251.35
53.40
260.72
56.85
277.56
59.66
291.28
61.90
302.22
63.33
309.20
66.10
322.73
68.30
333.47
2.475
2.478
2.481
2.478
2.472
2.475
2.475
2.475
2.475
2.478
2.490
2.496
4.478
4.874
4.874
4.874
5.304
5.304
5.304
5.307
5.307
5.310
5.319
5.325
HZ®-M
75.87 in.
1927.1 mm
Sectional
Area
Moment of
Inertia
in2/ft
cm2/m
in4/ft
cm4/m
HZ 680M LT
13.21
1154.7
HZ 880M A
14.07
2025.2
HZ 880M B
14.84
2155.8
HZ 880M C
15.20
2247.0
HZ 1080M A
16.04
3679.4
HZ 1080M B
16.59
3920.1
HZ 1080M C
17.61
4214.2
HZ 1080M D
18.43
4502.4
HZ 1180M A
19.09
4718.6
HZ 1180M B
19.48
4895.1
HZ 1180M C
20.55
5284.8
HZ 1180M D
21.13
5474.2
SECTION
279.6
304.9
321.5
329.3
347.5
359.5
381.6
399.3
413.6
422.1
445.3
457.8
157685
276558
294392
306846
502452
535322
575484
614840
644364
668466
721683
747547
*** AZ 19-700
Modulus
Modulus
in3/ft
cm3/m
97.7
5252.7
127.9
6876.3
135.4
7279.5
140.4
7548.3
178.2
9580.6
188.8
10150.5
201.8
10849.4
214.0
11505.3
222.6
11967.7
230.1
12370.9
245.9
13220.3
253.8
13645.1
in3/ft
cm3/m
87.0
4677.4
117.7
6327.9
125.4
6741.9
130.7
7026.8
167.2
8989.2
178.2
9580.6
191.6
10301.0
204.7
11005.3
214.6
11537.6
222.5
11962.3
237.5
12768.7
246.1
13231.1
lb/ft2
kg/m2
35.47
173.18
38.39
187.44
41.02
200.28
42.22
206.13
45.05
219.95
46.94
229.18
50.40
246.07
53.21
259.79
55.45
270.73
56.78
277.22
59.92
292.55
61.92
302.32
lb/ft2
kg/m2
40.22
196.37
43.14
210.63
45.77
223.47
46.97
229.33
49.81
243.19
51.71
252.47
55.16
269.31
57.97
283.03
60.21
293.97
61.54
300.46
64.92
316.97
66.92
326.73
Coating Area
lAZ = lHZ
Waterside
Landside
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
8.12
15.45
8.13
16.76
8.14
16.77
8.13
16.77
8.11
18.17
8.12
18.18
8.12
18.18
8.12
18.18
8.12
18.18
8.13
18.19
8.17
18.30
8.19
18.32
44.97
219.56
47.90
233.87
50.52
246.66
51.72
252.52
54.58
266.48
56.47
275.71
59.92
292.55
62.73
306.27
64.96
317.16
66.30
323.70
69.92
341.38
71.92
351.14
2.475
2.478
2.481
2.478
2.472
2.475
2.475
2.475
2.475
2.478
2.490
2.496
4.709
5.108
5.111
5.111
5.538
5.541
5.541
5.541
5.541
5.544
5.578
5.584
HZ®-M
94.41 in.
2398.0 mm
Sectional
Area
Moment of
Inertia
in2/ft
cm2/m
in4/ft
cm4/m
HZ 680M LT
15.61
1450.2
HZ 880M A
17.00
2670.3
HZ 880M B
18.23
2880.0
HZ 880M C
18.80
3026.7
HZ 1080M A
20.17
5047.1
HZ 1080M B
21.06
5435.4
HZ 1080M C
22.68
5907.1
HZ 1080M D
24.01
6369.8
HZ 1180M A
25.06
6716.2
HZ 1180M B
25.69
7000.2
HZ 1180M C
27.08
HZ 1180M D
28.01
SECTION
330.4
368.3
395.0
407.3
437.0
456.3
491.4
520.2
543.0
556.6
586.7
606.9
198038
364651
393288
413321
689223
742248
806663
869848
917152
955935
7496.6
1023722
7799.1
1065031
*** AZ 19-700
Modulus
Modulus
in3/ft
cm3/m
114.8
6172.0
158.9
8543.0
171.5
9220.4
179.8
9666.6
233.1
12532.2
250.3
13456.9
271.6
14602.1
291.6
15677.3
305.8
16440.8
318.0
17096.7
338.8
18214.9
351.7
18908.5
in3/ft
cm3/m
103.0
5537.6
147.0
7903.2
159.4
8569.8
167.9
9026.8
219.4
11795.6
236.8
12731.1
258.4
13892.4
279.3
15016.0
295.0
15860.1
307.8
16548.3
327.5
17607.4
341.3
18349.3
lb/ft2
kg/m2
46.59
227.47
51.29
250.42
55.49
270.92
57.43
280.40
62.05
302.95
65.10
317.84
70.63
344.84
75.13
366.81
78.71
384.29
80.85
394.74
85.48
417.35
88.67
432.92
lb/ft2
kg/m2
49.86
243.44
54.57
266.43
58.77
286.94
60.70
296.36
65.34
319.02
68.39
333.91
73.91
360.86
78.41
382.83
81.99
400.31
84.13
410.76
88.82
433.65
92.01
449.23
Coating Area
lAZ = lHZ
Waterside
Landside
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
9.84
16.47
9.84
17.77
9.86
17.79
9.86
17.78
9.82
19.16
9.82
19.17
9.83
19.18
9.84
19.18
9.84
19.19
9.85
19.22
9.91
19.26
9.95
19.29
53.14
259.45
57.86
282.50
62.04
302.90
63.98
312.38
68.63
335.08
71.68
349.97
77.20
376.92
81.69
398.84
85.27
416.32
87.41
426.77
92.15
449.91
95.34
465.49
2.999
2.999
3.005
3.005
2.993
2.993
2.996
2.999
2.999
3.002
3.021
3.033
5.020
5.416
5.422
5.419
5.840
5.843
5.846
5.846
5.849
5.858
5.870
5.880
HZ®-M
94.41 in.
2398.0 mm
Sectional
Area
Moment of
Inertia
in2/ft
cm2/m
in4/ft
cm4/m
HZ 680M LT
16.41
1571.9
HZ 880M A
17.79
2883.5
HZ 880M B
19.02
3091.7
HZ 880M C
19.59
3238.1
HZ 1080M A
20.96
5405.5
HZ 1080M B
21.86
5792.8
HZ 1080M C
23.48
6262.5
HZ 1080M D
24.80
6723.8
HZ 1180M A
25.85
7069.3
HZ 1180M B
26.48
HZ 1180M C
28.07
HZ 1180M D
29.01
SECTION
347.3
376.6
402.6
414.7
443.7
462.7
497.0
524.9
547.2
560.5
594.1
614.0
214657
393766
422197
442189
738165
791054
855196
918190
965371
7352.9
1004099
7934.8
1083562
8236.3
1124734
*** AZ 19-700
Modulus
Modulus
in3/ft
cm3/m
133.0
7150.5
182.2
9795.6
194.4
10451.5
202.6
10892.4
262.0
14085.9
279.2
15010.7
300.1
16134.3
319.8
17193.4
333.8
17946.1
345.9
18596.7
370.5
19919.2
383.3
20607.4
in3/ft
cm3/m
118.6
6376.3
167.8
9021.4
180.0
9677.4
188.4
10129.0
245.8
13215.0
263.5
14166.6
284.9
15317.1
305.8
16440.8
321.5
17284.8
334.4
17978.4
357.9
19241.8
371.5
19973.0
lb/ft2
kg/m2
48.20
235.33
52.91
258.33
57.11
278.83
59.04
288.26
63.67
310.86
66.72
325.75
72.25
352.75
76.75
374.72
80.32
392.15
82.47
402.65
87.51
427.26
90.70
442.83
lb/ft2
kg/m2
52.02
253.98
56.73
276.98
60.92
297.44
62.86
306.91
67.51
329.61
70.55
344.45
76.07
371.40
80.57
393.37
84.14
410.81
86.29
421.30
91.52
446.84
94.70
462.36
Coating Area
lAZ = lHZ
Waterside
Landside
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
9.84
17.17
9.84
18.48
9.86
18.50
9.86
18.50
9.82
19.88
9.82
19.88
9.83
19.89
9.84
19.90
9.84
19.90
9.85
19.91
9.91
20.04
9.95
20.08
55.83
272.58
60.55
295.63
64.74
316.09
66.67
325.51
71.34
348.31
74.39
363.20
79.90
390.10
84.39
412.03
87.96
429.46
90.11
439.95
95.53
466.42
98.71
481.94
2.999
2.999
3.005
3.005
2.993
2.993
2.996
2.999
2.999
3.002
3.021
3.033
5.233
5.633
5.639
5.639
6.059
6.059
6.062
6.066
6.066
6.069
6.108
6.120
HZ®-M
75.87 in.
1927.1 mm
SECTION
Sectional
Area
Moment of
Inertia
in2/ft
cm2/m
in4/ft
cm4/m
HZ 680M LT
13.73
HZ 880M A
14.59
HZ 880M B
15.37
HZ 880M C
15.72
HZ 1080M A
16.56
HZ 1080M B
17.12
HZ 1080M C
18.13
HZ 1080M D
18.96
HZ 1180M A
19.62
HZ 1180M B
20.04
HZ 1180M C
20.85
HZ 1180M D
21.50
290.7
308.9
325.4
332.9
350.5
362.4
383.9
401.3
415.2
424.1
441.3
455.0
1116.0
Modulus
Modulus
lAZ = 60% lHZ
in3/ft
cm3/m
83.8
*** AZ 26-700
Coating Area
lAZ = 80% lHZ
lAZ = lHZ
Waterside
Landside
in3/ft
cm3/m
lb/ft2
kg/m2
lb/ft2
kg/m2
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
8.37
14.94
8.37
16.23
8.38
16.24
8.38
16.24
8.36
17.64
8.36
17.64
8.36
17.65
8.37
17.65
8.37
17.65
8.37
17.67
8.42
17.70
8.44
17.71
152 390
4 505
5 110
95.0
36.63
41.68
46.73
1877.8
106.7
122.1
39.55
44.61
49.67
2013.1
114.9
129.5
42.21
47.26
52.31
2105.1
120.1
134.9
43.41
48.46
53.51
3361.2
149.3
167.4
46.21
51.28
56.35
3608.3
160.2
178.7
48.13
53.20
58.27
3905.7
173.8
192.0
51.59
56.65
61.72
205.2
54.40
59.46
64.52
215.0
56.64
61.70
66.76
223.4
58.07
63.13
68.19
236.5
60.70
65.83
70.95
245.4
62.90
68.03
73.15
256 420
274 900
287 470
458 990
492 740
533 350
4196.1
573 000
4414.2
602 790
4605.8
628 950
4886.8
667 320
5107.8
697 500
5 735
6 180
6 455
8 025
8 615
9 345
186.3
10 015
195.3
10 500
203.9
10 960
214.8
11 550
225.2
12 105
6 565
6 960
7 250
9 000
9 610
10 320
11 030
11 560
12 010
12 715
13 195
179
193
206
212
226
235
252
266
277
284
296
307
* Referring outside of HZ®-M-flange (v2), ** Referring outside of connector (v3), *** Length of connectors = Length of AZ.
204
218
231
237
250
260
277
290
301
308
321
332
228
243
255
261
275
285
301
315
326
333
346
357
2.551
2.551
2.554
2.554
2.547
2.548
2.549
2.550
2.551
2.552
2.565
2.571
4.553
4.948
4.949
4.949
5.378
5.378
5.379
5.380
5.381
5.385
5.394
5.399
HZ®-M
75.87 in.
1927.1 mm
*** AZ 26-700
Modulus
Modulus
Sectional
Area
Moment of
Inertia
in2/ft
cm2/m
in4/ft
cm4/m
in3/ft
cm3/m
HZ 680M LT
14.64
1262.7
106.8
5740
5120
HZ 880M A
15.50
2133.5
HZ 880M B
16.27
HZ 880M C
Coating Area
lAZ = lHZ
Waterside
Landside
in3/ft
cm3/m
lb/ft2
kg/m2
lb/ft2
kg/m2
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
95.2
38.38
44.10
49.83
8.37
15.69
134.7
124.1
41.30
47.03
52.76
8.37
17.00
2263.9
142.2
131.7
43.93
49.65
55.37
8.38
17.01
16.63
2355.1
147.2
137.0
45.13
50.86
56.58
8.38
17.01
HZ 1080M A
17.47
3787.7
183.4
172.1
47.97
53.71
59.45
8.36
18.42
HZ 1080M B
18.03
4028.5
194.0
183.1
49.86
55.60
61.34
8.36
18.42
HZ 1080M C
19.04
4322.5
207.0
196.5
53.32
59.05
64.79
8.36
18.42
HZ 1080M D
19.86
4610.6
219.2
209.6
56.13
61.86
67.59
8.37
18.43
HZ 1180M A
20.52
4826.7
227.8
219.4
58.36
64.09
69.82
8.37
18.43
HZ 1180M B
20.91
5003.2
235.2
227.5
59.70
65.43
71.16
8.37
18.43
HZ 1180M C
21.97
5393.0
250.9
242.4
62.83
68.80
74.77
8.42
18.54
HZ 1180M D
22.56
5582.2
258.8
250.9
64.84
70.80
76.77
8.44
18.56
SECTION
309.9
328.2
344.4
351.9
369.8
381.5
403.0
420.4
434.3
442.6
465.1
477.5
172430
291340
309150
321590
517240
550120
590270
629600
659120
683220
736440
762280
7240
7645
7915
9860
10430
11130
11785
12245
12645
13490
13915
6670
7080
7365
9255
9845
10565
11270
11795
12230
13030
13490
187
202
214
220
234
243
260
274
285
291
307
317
215
230
242
248
262
271
288
302
313
319
336
346
243
258
270
276
290
300
316
330
341
347
365
375
2.551
2.551
2.554
2.554
2.547
2.548
2.549
2.550
2.551
2.552
2.565
2.571
4.783
5.183
5.186
5.186
5.613
5.614
5.616
5.616
5.617
5.619
5.652
5.659
HZ®-M
94.41 in.
2398.0 mm
SECTION
*** AZ 26-700
Modulus
Modulus
Coating Area
Sectional
Area
Moment of
Inertia
lAZ = lHZ
Waterside
Landside
in2/ft
cm2/m
in4/ft
cm4/m
in3/ft
cm3/m
in3/ft
cm3/m
lb/ft2
kg/m2
lb/ft2
kg/m2
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
1537.0
121.6
109.3
48.92
52.98
57.03
10.08
16.71
2757.2
164.1
151.9
53.63
57.70
61.76
10.09
18.01
2966.7
176.7
164.1
57.83
61.89
65.94
10.11
18.03
3113.4
185.0
172.6
59.77
63.82
67.88
10.11
18.03
223.1
64.40
68.47
72.55
10.06
19.41
240.6
67.45
71.52
75.60
10.07
19.41
262.1
72.97
77.04
81.11
10.08
19.42
283.1
77.47
81.54
85.60
10.08
19.43
298.8
81.05
85.11
89.17
10.09
19.43
311.6
83.19
87.25
91.32
10.10
19.46
331.4
87.82
91.93
96.05
10.15
19.51
345.0
91.01
95.12
99.23
10.19
19.54
HZ 680M LT
16.75
HZ 880M A
18.15
HZ 880M B
19.38
HZ 880M C
19.95
HZ 1080M A
21.32
HZ 1080M B
22.21
HZ 1080M C
23.83
HZ 1080M D
25.15
HZ 1180M A
26.20
HZ 1180M B
26.83
HZ 1180M C
28.22
HZ 1180M D
29.16
354.7
384.1
410.1
422.2
451.3
470.2
504.5
532.4
554.6
568.0
597.4
617.2
209 880
376 510
405 120
425 160
5134.3
701 120
5522.6
754 140
5994.1
818 530
6456.7
881 700
6803.1
929 010
7087.1
967 790
7583.3
1 035 550
7885.8
1 076 850
6 540
8 825
9 500
9 945
237.1
12 745
254.3
13 670
275.6
14 815
295.6
15 890
309.8
16 655
321.9
17 305
342.7
18 425
355.6
19 120
5 875
8 165
8 825
9 280
11 995
12 935
14 090
15 220
16 065
16 755
17 815
18 550
239
262
282
292
314
329
356
378
396
406
429
444
259
282
302
312
334
349
376
398
416
426
449
464
278
302
322
331
354
369
396
418
435
446
469
484
3.074
3.074
3.081
3.080
3.066
3.068
3.072
3.073
3.074
3.077
3.094
3.107
5.093
5.489
5.495
5.495
5.915
5.918
5.921
5.922
5.923
5.932
5.945
5.955
HZ®-M
94.41 in.
2398.0 mm
SECTION
*** AZ 26-700
Modulus
Modulus
Coating Area
Sectional
Area
Moment of
Inertia
lAZ = lHZ
Waterside
Landside
in2/ft
cm2/m
in4/ft
cm4/m
in3/ft
cm3/m
in3/ft
cm3/m
lb/ft2
kg/m2
lb/ft2
kg/m2
lb/ft2
kg/m2
ft2/ft
m2/m
ft2/ft
m2/m
1658.6
140.3
125.2
50.54
55.13
59.73
10.08
17.41
187.7
172.9
55.25
59.85
64.46
10.09
18.72
199.9
185.0
59.45
64.04
68.63
10.11
18.74
193.4
61.38
65.97
70.57
10.11
18.74
249.8
66.02
70.64
75.26
10.06
20.12
267.4
69.07
73.69
78.30
10.07
20.13
288.8
74.59
79.20
83.81
10.08
20.14
309.8
79.09
83.70
88.30
10.08
20.14
325.5
82.67
87.27
91.87
10.09
20.15
338.4
84.81
89.41
94.01
10.10
20.16
361.8
89.84
94.63
99.42
10.15
20.28
375.4
93.03
97.82
102.61
10.19
20.32
HZ 680M LT
17.55
HZ 880M A
18.94
HZ 880M B
20.17
HZ 880M C
20.74
HZ 1080M A
22.11
HZ 1080M B
23.01
HZ 1080M C
24.63
HZ 1080M D
25.95
HZ 1180M A
26.99
HZ 1180M B
27.63
HZ 1180M C
29.22
HZ 1180M D
30.15
371.5
400.9
426.9
438.9
468.1
487.0
521.3
549.2
571.4
584.7
618.4
638.2
226 490
2970.4
405 620
3178.5
434 040
3324.8
454 020
5492.6
750 050
5879.9
802 940
6349.5
867 060
6810.8
930 050
7156.2
977 220
7439.8
1 015 950
8021.5
1 095 390
8323.0
1 136 560
7 545
10 090
10 745
208.0
11 185
266.2
14 310
283.4
15 235
304.3
16 360
323.9
17 415
337.9
18 165
350.0
18 815
374.6
20 140
387.3
20 825
6 730
9 295
9 945
10 400
13 430
14 375
15 525
16 655
17 500
18 195
19 450
20 185
247
270
290
300
322
337
364
386
404
414
439
454
269
292
313
322
345
360
387
409
426
437
462
478
292
315
335
345
367
382
409
431
449
459
485
501
3.074
3.074
3.081
3.080
3.066
3.068
3.072
3.073
3.074
3.077
3.094
3.107
5.307
5.706
5.713
5.712
6.132
6.135
6.138
6.139
6.140
6.144
6.181
6.194
HZ®-M
Combination C 1
D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28', 100 mm/m) over the whole pile length + 19.68" (500 mm) continuous weld at top and toe
Dimensions
bsys
v1
v2
v3
v4
Sectional
Area
Mass
Moment of
Inertia
in
mm
in
mm
in
mm
in
mm
in
mm
in2/ft
cm2/m
lb/ft2
kg/m2
in4/ft
cm4/m
HZ 680M LT
18.70
11.08
12.54
12.50
-
27.69
94.28
3014.1
HZ 880M A
18.70
14.96
16.67
16.31
–
31.28
106.46
HZ 880M B
18.70
15.13
16.66
16.41
–
34.37
116.98
HZ 880M C
18.70
15.24
16.71
16.44
–
35.81
121.88
HZ 1080M A
18.50
19.72
21.52
21.08
–
39.49
134.40
HZ 1080M B
18.50
19.91
21.57
21.14
–
41.82
142.31
HZ 1080M C
18.50
20.10
21.61
21.22
–
45.86
156.08
HZ 1080M D
18.50
20.31
21.71
21.27
–
1 040.9
49.17
167.35
HZ 1180M A
18.70
20.51
21.83
21.31
–
1 096.3
51.79
176.26
HZ 1180M B
18.70
20.65
21.84
21.38
–
1 132.6
53.51
182.11
HZ 1180M C
18.70
20.58
22.07
21.34
–
1 197.6
56.58
192.56
HZ 1180M D
18.70
20.78
22.03
21.46
–
1 251.5
59.12
201.21
SECTION
47.5
47.5
47.5
47.5
47.0
47.0
47.0
47.0
47.5
47.5
47.5
47.5
281.4
379.9
384.3
387.1
500.9
505.6
510.6
515.9
520.9
524.5
522.8
527.9
318.4
423.5
423.1
424.3
546.5
547.8
548.8
551.5
554.5
554.9
560.6
559.5
317.6
414.3
416.7
417.5
535.3
537.1
539.0
540.3
541.3
543.0
542.1
545.2
586.4
662.1
727.6
758.1
835.9
885.1
970.7
460.3
411590
5939.0
519.8
811 010
6464.9
571.1
882 820
6836.8
595.1
656.2
694.8
762.0
817.1
860.6
889.1
940.1
982.4
933 600
11736.7
1 602 720
12745.5
1 740 470
13915.7
1 900 270
15075.7
2 058 680
15938.9
2 176 560
16715.1
2 282 550
17798.2
2 430 450
18656.7
2 547 690
* Referring outside of HZ®-M-flange (v2). ** Referring outside of connector (v3).
Coating Area
Modulus
Modulus
Waterside
in3/ft
cm3/m
in3/ft
cm3/m
240.4
241.1
12 925
356.2
19 150
388.1
20 865
409.2
22 000
545.5
29 330
591.0
31 775
644.0
34 625
694.3
37 330
730.1
39 250
765.2
41 140
806.4
43 355
846.9
45 530
12960
364.1
19 575
394.0
21 185
415.9
22 360
556.9
29 940
602.8
32 410
655.7
35 255
708.7
38 100
747.9
40 210
781.9
42 040
833.9
44 835
869.3
46 735
ft2/ft
m2/m
1.81
0.552
1.81
0.551
1.82
0.554
1.82
Landside
ft2/ft
m2/m
8.52
2.594
9.85
3.001
9.85
3.003
9.85
0.554
3.002
1.79
11.26
1.80
11.26
1.80
11.26
1.80
11.26
1.81
11.27
1.82
11.29
1.83
11.34
1.85
11.37
0.547
0.548
0.549
0.550
0.551
0.553
0.558
0.564
3.431
3.431
3.433
3.433
3.434
3.440
3.457
3.464
HZ®-M
Form a
Form b
Combination C 23
D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28', 100 mm/m) over the whole pile length + 19.68" (500 mm) continuous weld at top and toe
R = continuous weld, a = 0.236" (6 mm), length 19.68" (500 mm) at top and toe only
Dimensions
Coating Area
bsys
v1
v2
v3
v4
Sectional
Area
Mass
Moment of
Inertia
Modulus
Modulus
Waterside
SECTION
in
mm
in
mm
in
mm
in
mm
in
mm
in2/ft
cm2/m
lb/ft2
kg/m2
in4/ft
cm4/m
in3/ft
cm3/m
in3/ft
cm3/m
ft2/ft
m2/m
ft2/ft
m2/m
HZ 680M LT
37.40
95.0
11.39
289.2
12.23
310.7
12.81
325.4
13.67
347.1
28.38
601.0
96.63
471.8
3121.2
426220
255.2
13 720
228.4
12 280
3.53
1.075
10.24
3.117
HZ 880M A
37.40
95.0
15.31
389.0
16.32
414.4
16.67
423.4
17.67
448.9
31.97
676.7
108.81
531.2
6126.0
836 540
375.4
20 185
346.6
18 635
3.53
1.074
11.62
3.542
HZ 880M B
37.40
95.0
15.44
392.1
16.35
415.3
16.72
424.6
17.63
447.7
35.03
741.5
119.21
582.0
6641.1
906 880
406.2
21 840
376.7
20 255
3.55
1.081
11.64
3.549
HZ 880M C
37.40
95.0
15.54
394.6
16.41
416.8
16.73
425.1
17.61
447.3
36.47
772.0
124.12
606.0
7012.4
957 590
427.3
22 975
398.2
21 410
3.54
1.080
11.64
3.548
HZ 1080M A
37.00
94.0
20.09
510.4
21.14
537.0
21.45
544.8
22.50
571.4
40.19
850.8
136.79
667.9
12054.7
16 461 40
570.2
30 655
535.9
28 810
3.50
1.066
13.02
3.969
HZ 1080M B
37.00
94.0
20.24
514.1
21.23
539.3
21.48
545.5
22.47
570.7
42.48
899.2
144.57
705.9
13045.2
17 814 00
614.5
33 035
580.6
31 215
3.51
1.068
13.03
3.971
HZ 1080M C
37.00
94.0
20.40
518.3
21.30
541.1
21.52
546.7
22.42
569.6
46.52
984.8
158.33
773.0
14212.4
19 407 90
667.1
35 865
633.8
34 075
3.52
1.072
13.04
3.974
HZ 1080M D
37.00
94.0
20.59
523.1
21.43
544.3
21.55
547.5
22.39
568.8
49.84
1054.9
169.60
828.1
15370.6
20 989 50
717.2
38 560
686.4
36 905
3.52
1.073
13.04
3.975
HZ 1180M A
37.40
95.0
20.77
527.6
21.57
547.8
21.58
548.0
22.37
568.2
52.45
1 110.2
178.50
871.5
16231.2
22 164 70
752.6
40 460
725.6
39 010
3.52
1.074
13.05
3.977
HZ 1180M B
37.40
95.0
20.86
529.9
21.63
549.5
21.59
548.3
22.36
567.9
54.05
1 144.1
183.95
898.1
16952.4
23 149 50
783.6
42 130
758.2
40 765
3.54
1.078
13.08
3.988
HZ 1180M C
37.40
95.0
20.87
530.2
21.78
553.2
21.64
549.5
22.54
572.5
57.37
1 214.4
195.26
953.3
18147.9
24 782 00
833.3
44 800
805.2
43 290
3.57
1.087
13.15
4.009
HZ 1180M D
37.40
95.0
20.97
532.7
21.84
554.7
21.65
550.0
22.52
572.0
59.68
1 263.2
203.09
991.6
18888.9
25 794 00
864.9
46 500
838.8
45 095
3.61
1.099
13.18
4.018
Landside
* Referring outside of HZ®-M-flange (v2). ** Referring outside of connector (v3).
HZ®-M
AMERICAN
ASTM
CANADIAN
YIELD STRENGTH
(ksi)
(MPa)
A 328
39
270
A 572 Grade 42
42
290
A 572 Grade 50
50
A 572 Grade 55
A 572 Grade 60
EUROPEAN
YIELD STRENGTH
CSA G40.21
(ksi)
(MPa)
Grade 260 W
38
260
Grade 300 W
43
297
345
Grade 355 W
51
55
380
Grade 400 W
58
60
A 572 Grade 65
A 690
A 690*
(MPa)
S 240 GP
35
240
S 270 GP
39
270
355
S 320 GP
46
315
400
S 355 GP
51
355
415
S 390 GP
57
390
65
450
S 430 GP
62
430
50
345
S 460 AP*
67
460
57
390
Mass
Length
YIELD STRENGTH
(ksi)
* Not available for AZ 36-700N and larger.
HZ®-M & AZ PILES
EN 10248
ASTM A 6
EN 10248
± 2.5%
+ 5 inches
± 5%
– 0 inches
± 200 mm
Height
± 5 mm
Width
± 2%
Width Interlocked
± 3%
Straightness
0.2% of the length
Ends out of Square
± 2% of the width
AZ Pile
Thickness
≤ 8.5 mm
± 0.5 mm
> 8.5 mm
± 6%
≤ 12.5 mm
+ 2.0, -1.0 mm
> 12.5
+ 2.5, -1.5 mm
HZ -M Pile
®
Thickness
Maximum Rolled Lengths**
HZ®-M
108.3 feet
(33.0 m)
AZ
101.7 feet
(31.0 m)
RZD/RZU
78.7 feet
(24.0 m)
(Length does not restrict wall height)
RH
78.7 feet
(24.0 m)
(Length does not restrict wall height)
** Longer lengths may be possible upon request.
H-Pile
H-Piles
Recycled Content:
Recyclable:
100%
100%
H-pile (also referred to as HBP or HP) is manufactured by Nucor and constitutes most of the steel pile supplied by
Skyline Steel. For the first time in several decades, Nucor recently expanded the H-pile range. Traditionally, H-pile was made
in 8-, 10-, 12-, and 14-inch sizes. The capacity of previous sections has been nearly doubled through the addition of new
ranges of 16- and 18-inch pile. Like all other steel produced using the electric arc furnace, H-pile is made from 100% scrap
and is 100% recyclable.
Applications of H-Pile
H-piles are commonly used as bearing piles and are driven into the ground to support bridges, buildings, factories, stadiums,
and nearly every other type of structure. H-piles are most effective as end-bearing piles, but also resist load through skin
friction. H-piles are also used for walers and bracing in cofferdams and in beam and lagging walls.
H-Pile
Grand Rapids, MI
Ocala, FL
San Francisco, CA
HP
Steel H-Pile
PROPERTIES
THICKNESS
SECTION
HP 8
HP 200
HP 10
HP 250
Weight
Area
Depth
d
Flange
Width
b
lb/ft
(kg/m)
in2
(cm2)
in
(mm)
in
(mm)
36
10.6
8.02
42
12.4
57
Z
r
I
S
Z
r
in3
(cm3)
in
(cm)
in4
(cm4)
in3
(cm3)
in3
(cm3)
in
(cm)
119
29.8
488
550.6
33.6
3.36
8.53
1677
40.3
9.88
162
249.1
15.2
1.95
1.47
210
8741
43.4
711
48.3
791.5
4.13
10.5
71.7
2984
14.2
233
21.8
357.2
2.41
4.91
1.50
294
12237
58.8
964
66.5
1089.7
4.18
10.6
101
4204
19.7
323
30.3
496.5
2.45
5.82
393
66.7
1093
74.0
1212.6
5.03
12.8
127
5286
21.1
346
32.2
527.7
2.86
79.1
1296
88.3
1447.0
5.06
12.9
153
6368
25.3
415
38.7
634.2
2.88
93.8
1537
105
1720.6
5.11
13.0
186
7742
30.4
498
46.6
763.6
2.92
106
1737
120
1966.4
5.14
13.1
213
8866
34.6
567
53.2
871.8
2.94
111.6
126.3
5.16
13.1
225
9370
36.5
56.2
2.94
1.88
811
33800
129.3
147.6
5.20
13.2
276
11500
43.7
716
67.1
1100
3.04
6.26
1.91
946
39400
148.2
170.8
5.24
13.3
331
13800
51.4
843
79.3
1300
3.11
6.96
729
107
1753
118
1933.7
5.84
14.8
261
10864
35.8
587
54.6
894.7
3.49
131
2147
146
2392.5
5.88
14.9
326
13569
44.3
726
67.7
1109.4
3.53
150
2458
169
2769.4
5.92
15.0
380
15817
51.4
842
78.8
1291.3
3.56
172
2819
194
3179.1
5.96
15.1
443
18439
59.5
975
91.4
1497.8
3.59
145
2376
161
2638.3
6.56
16.7
349
14526
44.5
729
68.2
1117.6
3.68
168
2753
187
3064.4
6.59
16.7
412
17149
52.2
855
80.1
1312.6
3.71
201
3294
226
3703.5
6.66
16.9
504
20978
63.4
1039
97.6
1599.4
3.75
234
3835
264
4326.2
6.70
17.0
599
24932
74.9
1227
116
1900.9
3.79
269
4408
306
5014.4
6.78
17.2
697
29011
86.6
1419
134
2195.9
3.82
304
4982
349
5719.1
6.81
17.3
818
34047
100.0
1639
156
2556.4
3.89
251
4113
281
4604.7
7.43
18.9
706
29386
79.3
1299
122
1999.2
4.21
290
4752
327
5358.5
7.46
18.9
833
34672
93.1
1526
143
2343.3
4.25
336
5506
379
6210.7
7.53
19.1
974
40541
108.0
1770
167
2736.6
4.28
380
433
7.60
1120
124.0
191
4.31
0.445
0.445
3.92
1.19
4953
9.70
10.10
0.420
0.415
4.83
16.7
9.99
10.20
0.565
0.565
53
15.5
11.80
12.00
0.435
0.435
1.77
16358
63
18.4
11.90
12.10
0.515
0.515
5.86
1.79
472
19646
74
21.8
12.10
12.20
0.610
0.605
5.91
1.80
569
23683
84
24.6
12.30
12.30
0.685
0.685
5.97
1.82
650
27055
89
25.9
12.36
12.32
0.720
0.720
6.04
1.84
689
28700
102
29.9
12.56
12.64
0.819
0.819
6.17
117
34.4
12.76
12.87
0.929
0.929
73
21.4
13.60
14.60
0.505
0.505
2.12
30343
89
26.1
13.80
14.70
0.615
0.615
7.02
2.14
904
37627
102
30.1
14.00
14.80
0.705
0.705
7.06
2.15
1050
43704
117
34.4
14.20
14.90
0.805
0.805
7.12
2.34
1220
50780
88
25.8
15.30
15.70
0.540
0.540
7.52
2.29
1110
46201
101
29.9
15.50
15.80
0.625
0.625
7.56
2.30
1300
54110
121
35.8
15.80
15.90
0.750
0.750
7.62
2.32
1590
66180
141
41.7
16.00
16.00
0.875
0.875
7.69
2.34
1870
77835
162
47.7
16.30
16.10
1.000
1.000
7.75
2.36
2190
91154
183
54.1
16.50
16.30
1.130
1.130
7.81
2.38
2510
104473
135
39.9
17.50
17.80
0.750
0.750
8.54
2.60
2200
91570
157
46.2
17.70
17.90
0.870
0.870
8.60
2.62
2570
106971
181
53.2
18.00
18.00
1.000
1.000
8.66
2.64
3020
125701
204
60.2
18.30
18.10
1.130
1.130
8.73
3480
63
85
125
132
152
174
109
132
152
174
131
150
180
210
241
272
201
HP 18
HP 460
S
in3
(cm3)
8.16
110
HP 16
HP 410
I
ft2/ft
(m2/m)
54
234
269
304
68.4
80.0
108
100
119
141
159
167
193
222
138
168
194
222
167
193
231
269
308
349
257
298
343
388
204
246
254
300
302
307
312
314
319
324
345
351
356
361
389
394
401
406
414
419
445
450
457
465
207
257
259
305
307
310
312
313
321
327
371
373
376
378
399
401
404
406
409
414
452
455
457
460
11.3
10.7
14.4
11.0
13.1
15.5
17.4
18.3
20.8
23.6
12.8
15.6
17.9
20.4
13.7
15.9
19.1
22.2
25.4
28.7
19.1
22.1
25.4
28.7
11.3
10.5
14.4
11.0
13.1
15.4
17.4
18.3
20.8
23.6
12.8
15.6
17.9
20.4
13.7
15.9
19.1
22.2
25.4
28.7
19.1
22.1
25.4
28.7
AXIS Y-Y
in4
(cm4)
in
(mm)
94
HP 14
HP 360
Web
(tw)
AXIS X-X
in
(mm)
79
HP 12
HP 310
Flange
(tf)
Coating
Area
2.66
144847
1830
2120
2430
6227
2070
2420
2800
7095.6
19.3
46618
599
2032
922
3129.9
4.95
6.12
6.22
7.26
7.32
7.42
7.47
7.48
7.71
7.89
8.86
8.97
9.04
9.12
9.35
9.42
9.53
9.63
9.70
9.88
10.7
10.8
10.9
11.0
HP
Steel H-Pile
AMERICAN
CANADIAN
YIELD STRENGTH
ASTM
EUROPEAN**
YIELD STRENGTH
CSA G40.21
EN 10034
(ksi)
(MPa)
(ksi)
(MPa)
(ksi)
(MPa)
A 36
36
250
Grade 300 W
44
300
HISTAR 355
51
355
A 572 Grade 50*
50
345
Grade 350 W
50
350
HISTAR 420
61
420
A 572 Grade 60
60
415
HISTAR 460
67
460
A 588
50
345
A 690
50
345
A 709
50
345
* Standard grade for H-Pile.
**HISTAR only available in some sizes.
Splicer and H-Pile Point
Splicer
H-Pile Point
ASTM A 6
Mass
± 2.5%
Length§
30 Feet and Under
± 0.375 inches
Over 30 Feet
+ (0.375 inches + (length - 30)/80)
– 0.375 inches
Depth
± 0.125 inches
– 0.1875 inches
Flange Width
+ 0.25 inches
Flanges out of Square
HP 8 x 42 - HP 12 x 84
≤ 0.25 inches
HP 14 x 73 - HP 14 x 117
≤ 0.3125 inches
Web off Center
≤ 0.1875 inches
Greatest Depth over Theoretical
≤ 0.25 inches
Camber and Sweep***
§
45 Feet and Under
(0.125")(Length in feet/10) but not over 0.375"
Over 45 Feet
(0.375") + (0.125" (Length in feet - 45)/10)
For HP ordered as bearing piles, length tolerances are +5 in. and -0 in.
***For the HP 10 x 42, 12 x 53, 12 x 63, 14 x 73, and 14 x 89 ordered as columns, tolerances are subject to negotiation with manufacturer.
Maximum Rolled Lengths†
HP
†
YIELD STRENGTH
130 ‘
39.6 m
Longer lengths may be possible upon request.
Pipe
Recycled Content:
Recyclable:
70%
100%
Spiralweld Pipe
Spiralweld pipe is manufactured from steel coil. The coil is unwound and then welded while it is being turned into the shape
of the pipe. Changing the angle of the spiral and the thickness of the coil is all that is needed to change from one pipe size
to another. The two sides of the double submerged arc weld penetrate the full thickness of the steel to ensure the strength
of the finished pipe. Full scale tests have shown that high quality spiralweld pipe is as strong as API pipe. The strength and
flexible manufacturing of spiralweld pipe make it the product of choice for a variety of applications.
Spiralweld pipe is ideal for bearing piles since it can be produced in a wide variety of sizes, grades, and lengths. It is also easy
to splice and can be driven open or closed-ended. Closed-ended pipe can be filled with concrete. The American Society of
Civil Engineers (ASCE) recommends a lower safety factor for concrete-filled, closed-ended pipe than any other type of driven
or drilled foundation, primarily due to the predictability of a quality installed product. Spiralweld pipe is also used for king
piles for pipe-z sheet pile walls, casing for drilled shafts, bracing for cofferdams and sign poles.
Rolled and Welded Pipe
Rolled and welded pipe is made from sections of plate rolled into cans. The seam of the can is welded and then the individual
cans are welded together to make the finished pipe. Rolled and welded pipe can be made in diameters of up to 16 feet and
over 2 inches in thickness.
Rolled and welded pipe can be used for different types of applications. For example, vertical shafts for mines can be lined
with large diameter casing. Casing can also be used for the ever increasing sizes of drilled shafts. Jack and bored pipe, high
capacity piles, and tanks are other common uses for rolled and welded pipe.
Applications of Manufactured Pipe
Both types of pipe are deployed in non-structural applications such as transmission lines for sewers, force mains, dredge
material, slurry, pump stations, cooling water, and irrigation.
Pipe
Skyline Steel manufactures two types of pipe: spiralweld and rolled & welded. The differences in the manufacturing process
make each of the products more useful for different applications.
Pipe
Seattle, WA
Washington, DC
Camden, NJ
Spiralweld Pipe
DO
DI
t
PIPE WEIGHT lbs/ft (kg/m)
WALL THICKNESS (t) in (mm)
Outside Diameter
(DO)
in
(mm)
0.179
0.188
0.203
0.219
0.250
8.625
16.16
16.96
18.28
19.68
22.38
10
18.79
19.72
21.26
22.90
26.06
10.75
20.23
21.23
22.89
24.65
12
22.62
23.74
25.60
12.75
24.05
25.25
14
26.45
16
0.312
0.375
28.06
34.81
40.52 (0.365)
27.58
31.40
38.98
46.60
27.23
29.34
33.41
41.48
49.61
27.76
29.94
32.26
36.75
45.65
54.62
30.27
31.78
34.28
36.95
42.09
52.32
62.64
18
34.10
35.80
38.62
41.63
47.44
58.99
20
37.93
39.82
42.96
46.31
52.78
65.66
97.72
117.08
24
45.58
47.86
51.64
55.67
63.47
79.01
219.1
254.0
273.1
304.8
323.9
355.6
406.4
457.2
508.0
609.6
4.55
24.05
27.97
30.10
33.66
35.80
39.36
45.05
50.75
56.44
67.83
4.78
25.23
29.35
31.59
35.33
37.57
41.31
47.29
53.27
59.25
71.22
5.16
27.20
31.64
34.06
38.10
40.52
44.56
51.02
57.47
63.93
76.85
5.56
29.29
34.08
36.69
41.04
43.66
48.01
54.98
61.95
68.92
82.85
30
6.35
7.92
9.53
0.500
12.70
0.625
15.88
0.750
19.05
1.000
25.40
33.31
38.78
41.76
46.73
49.71
54.69
62.64
70.59
78.55
51.81
58.01
61.74
67.94
77.87
87.79
60.30
69.35
73.83
81.28
93.21
70.65
72.16
107.38
82.85
123.29
93.54
105.15
139.20
78.67
104.23
129.45
94.71
125.61
156.17
186.41
155.11
94.46
117.57
140.94
79.51
99.02
118.76
157.68
196.26
234.51
310.01
147.36
36
914.4
95.54
142.18
119.03
142.81
189.75
236.35
282.62
374.15
42
111.58
139.04
166.86
221.82
276.44
330.72
438.29
48
127.61
159.05
190.92
253.89
316.52
378.83
502.43
214.97
285.96
356.61
426.93
566.57
239.02
318.03
396.70
475.04
630.71
287.13
382.17
476.87
571.25
758.99
335.23
446.31
557.05
667.46
510.45
637.22
948.30
1136.46
574.59
717.40
1067
116.05
1219
189.91
54
1372
60
1524
84
2134
96
2438
108
2743
120
3048
236.70
248.32
284.12
319.91
Please inquire about other diameters
and thicknesses.
72
1829
206.92
APPROXIMATE VALUES
Pipe Weight (lbs/ft) = 10.69*t*(d-t)
d (in) - outside diameter
t (in) - thickness of pipe
Pipe Weight (kg/m) = 0.0247*t*(d-t)
d (mm) - outside diameter
t (mm) - thickness of pipe
355.70
427.29
498.88
282.38
330.10
377.83
425.55
473.28
568.73
664.18
759.63
292.07
277.40
118.32
212.53
234.65
232.41
762.0
177.14
176.73
186.92
192.64
351.73
411.38
471.04
530.70
590.35
709.67
828.98
348.99
420.58
492.17
563.76
635.35
706.93
850.11
652.25
747.70
843.15
938.60
1129.50
887.27
1320.41
763.67
1015.55
859.88
1143.83
1272.11
855.08
1067.61
1279.64
797.57
958.09
1186.92
556.80
993.29
638.73
950.53
461.35
1422.82
1511.31
1702.21
1893.11
Spiralweld Pipe
ASTM
YIELD STRENGTH
(ksi)
(MPa)
Available Steel Specifications
ASTM
YIELD STRENGTH
ASTM
(ksi)
(MPa)
A 588
A 139 Grade A
30
205
A 252 Grade 1
30
205
A 690
A 139 Grade B
35
240
A 252 Grade 2
35
240
A 572
A 139 Grade C
42
290
A 252 Grade 3
A 139 Grade D
46
315
A 252 Grade 3 (Mod)*
A 139 Grade E
52
360
AWWA C200
45
310
A 709
50-80
345-555
A 1011
A 1018
Abrasion Resistant
*Availability is dependent on pipe diameter and thickness.
Easy Weight Calculator (All Dimensions in inches. Density of steel = 0.2836 lbs/in3)
Rings
Rectangles and Squares
Circular Plates
D
DO
DI
Weight (lbs) = Thickness x
Weight (lbs) = A x B x Thickness x 0.2836
Area =
π
(DO2 - DI2) x 0.2836
4
π
(DO2 - DI2)
4
Delivery Conditions & Tolerances**
ASTM
Pipe Piles:
Outside Diameter
± 1%
Weight/Thickness
– 5%
Length
± 1 inch
**Tighter specifications may be possible upon request.
Maximum Rolled Lengths***
Spiralweld
130 feet
(39.6 m)
*** Longer lengths may be possible upon request.
Weight (lbs) = Thickness x
Area =
π 2
D
4
π
(D2) x 0.2836
4
DO
APPROXIMATE VALUES
Pipe Weight (lbs/ft) = 10.69*t*(DO-t)
DO (in) - outside diameter
t (in) - thickness of pipe
DI
t
Pipe Weight (kg/m) = 0.0247*t*(DO-t)
DO (mm) - outside diameter
t (mm) - thickness of pipe
PIPE WEIGHT lbs/ft (kg/m)
Outside
Diameter (DO)
Wall Thickness (t) in (mm)
in
0.250
24
63.47
94.45
117.58
140.94
30
79.51
99.02
(mm)
609.6
6.35
0.312
7.92
79.01
0.375
0.438
0.500
0.562
0.625
0.688
0.750
94.71
110.32 125.61
141.05
156.17
171.45
186.41
118.76 138.42 157.68
176.86
196.26
215.58
9.52
164.17
186.93
209.91
232.41
255.15
1.000
234.51
272.43
310.01
22.22
25.40
1.250
31.75
1.375
34.92
212.90
236.35
259.71
282.62
328.55
374.15
464.35
42
111.58 139.04 166.86 194.60 221.82
166.05
206.91
248.95
276.44
303.84
330.72
384.67
438.29
544.52
597.14
48
127.61
159.05 190.92 222.70 253.89
285.00
316.52
347.97
378.83
440.80
502.43
624.70
685.33
54
143.65 179.06 214.97 250.79 285.96
321.04
356.61
392.09
426.93
496.92
566.57
704.87
60
159.68 199.08 239.02 278.88 318.03
357.09
396.70
436.22
475.04
553.04
630.71
66
175.72 219.09 263.07 306.98 350.10
393.14
436.79
480.35
523.14
609.16
72
191.75 239.10 287.13 335.07 382.17
285.36
355.82
429.18
476.87
524.48
571.25
665.29
990.06
1129.50
1406.91
78
207.79
259.11 311.18 363.16 414.24
465.23
516.96
568.61
619.35
721.41
823.13
1025.57 1126.29
84
223.82
279.12 335.23 391.26 446.31
501.28
557.05
612.74
667.46
993.29
1157.09
1320.41
887.27
1105.75 1214.48
90
239.86
299.13 359.28 419.35 478.38
537.32
597.14
656.86
977.52
715.56
1064.87
833.65
1240.61
951.41
1415.86
1185.92 1302.68
96
255.89 319.15 383.34 447.44 510.45
573.37
637.22
948.29
700.99
1043.19
763.67
1136.47
889.78
1324.14
1015.55 1266.10 1390.87
102
271.93 339.16 407.39 475.54 542.52
609.42
677.31
745.12
811.77
945.90
1079.69 1346.27 1479.06
108
287.96 359.17 431.44 503.63 574.59
645.46
960.55
1067.61
1174.54
1279.65
114
304.00 379.18 455.49 531.72 606.66
902.81
681.51
1014.20
757.49
1127.27
833.38
120
320.03 399.19 479.55 559.82 638.73
950.54
717.56
1067.85
797.57
1186.92
1305.88
1422.82
126
419.20 503.60 587.91 670.80
998.26
753.60
1121.48
837.66
1246.58
921.63
1371.54
1004.19 1338.76 1336.25 1666.97 1831.83
132
439.22 527.65 616.00 702.87
1045.99
789.65
1175.13
877.75
1306.24
965.76
1437.21
1052.30 1402.90 1400.39 1747.15 1920.02
138
551.70 644.10 734.94
1093.71
825.70
1228.78
917.84
1365.90
1009.89 1100.40 1467.07 1464.53 1827.32 2008.22
144
575.76 672.19 767.01
861.74
957.92
1054.02 1148.51 1531.18 1528.67 1907.50 2096.41
150
599.81 700.28 799.08
1042.13 1189.16
1336.06
1485.21
998.01
1098.15 1196.61 1595.32 1592.81 1987.67 2184.60
156
623.86 728.38 831.15
1083.95 1236.89
933.84
1389.71
1038.10 1142.28 1244.72 1659.46 1656.95 2067.85 2272.79
162
756.47 863.22
969.88
1078.19 1186.40 1292.82 1723.82 1721.09 2148.02 2360.99
1067
1219
1372
1524
1676
1829
1981
2134
2286
2438
2591
2743
2896
3048
3200
3353
3505
3657.6
3810
3962
189.90
213.78
237.63
261.50
309.23
333.08
356.95
380.81
404.68
428.53
452.40
476.26
236.69
266.47
296.26
326.04
385.60
415.38
445.16
474.95
504.73
534.50
564.28
594.06
623.84
653.63
248.32
284.12
319.91
355.70
391.49
427.30
463.09
498.88
534.67
570.47
606.26
642.05
677.85
713.65
749.44
785.23
821.02
856.83
892.62
928.41
289.60
331.41
373.22
415.02
456.84
498.64
540.44
582.26
624.06
665.87
707.68
749.49
791.29
833.11
874.91
916.71
958.53
330.11
377.83
425.56
473.28
521.01
568.73
616.46
664.18
711.91
759.63
807.36
855.09
1000.33 1141.44
316.83
370.48
424.13
477.76
531.41
585.06
638.69
692.34
745.99
799.62
853.27
906.92
1282.41
897.79
411.39
471.03
530.70
590.36
650.02
709.66
769.32
828.98
888.64
1007.95
717.40
1425.54
1544.87
452.16
517.84
583.50
649.17
714.84
780.51
846.19
911.86
1108.86
420.59
492.17
563.76
635.34
706.94
778.52
850.12
921.70
405.42
488.94
572.45
655.98
739.50
823.02
906.53
1073.58
777.53
461.35
556.80
652.25
747.70
843.15
938.60
694.85
1034.05
758.99
1224.95
1511.31
810.34
929.66
1048.96
785.05
1168.29
865.22
888.64
1019.89
773.52
861.71
1282.37
949.91
1287.59
1413.62
945.40
1038.10
1526.22
1645.54
1764.85
1884.17
1676.11
1807.35
2069.85
1002.02 1143.83 1426.45 1567.25
1240.21
907.98
1351.23
1210.48 1207.97 1506.62 1655.45
877.51
956.09
1274.62 1272.11 1586.80 1743.64
1502.88
1568.56
1634.23
1699.90
1566.00
1637.58
1709.17
1780.76
1852.35
1992.30
2087.75
2183.25
2278.65
2374.10
2469.55
4293 - 5182
1664.17
1831.23
1995.53
2565.33
1893.11
1988.56
2084.01
2179.47
2274.92
2370.37
2465.82
2660.46
2561.27
2242.10
2361.42
2480.73
2600.05
2719.36
2838.68
2957.98
3077.31
2656.72
3196.61
2332.33
3315.93
Max. wall
thickness of
2.00" (50.8mm).
Please call
for weight.
2463.59
2594.83
2726.07
2857.31
2988.57
3119.81
3251.05
Max. wall
thickness of
2.25" (57.1mm).
Please call
for weight.
3382.29
784.56 895.29 1005.93 1118.27 1230.53 1340.93 1787.74 1785.23 2228.20 2449.18
1496.99
1923.93
1896.85
1797.66
2201.09
1125.75 1284.62
1167.56 1332.34
1765.56
1494.40
1801.40
2122.80
Max. wall
thickness of
1.75" (44.4mm).
Please call
for weight.
1938.61
859.88
1702.21
Max. wall
thickness of
1.625" (41.3mm).
Please call
for weight.
1544.87
1407.66
1491.17
2003.47
Max. wall
thickness of
1.50" (38.1mm).
Please call
for weight.
1151.13
1208.05
789.25
1606.76
691.03
168
4267
1604.53
386.49
348.99
4115
169-204
1443.34
351.73
1.50 - 2.25
38.10 - 57.15
277.41
119.03 142.81 166.51 189.75
282.38
320.82
0.875
19.05
95.54
247.79
292.07
17.48
36
212.53
263.20
15.87
147.36
177.14
234.65
14.27
118.32
142.18
205.99
12.70
762.0
914.4
176.73
11.13
3513.55
3644.79
Please call for weight.
YIELD STRENGTH
ASTM
ASTM
YIELD STRENGTH
ASTM
YIELD STRENGTH
(ksi)
(MPa)
(ksi)
(MPa)
(ksi)
(MPa)
A 36
36
250
A 252 Grade 1
30
205
A 516 Grade 70
38
260
A 139 Grade A
30
205
A 252 Grade 2
35
240
A 572 Grade 42
42
290
A 139 Grade B
35
240
A 252 Grade 3
45
310
A 572 Grade 50
50
345
A 139 Grade C
42
290
A 252 Grade 3 (Mod)
50
345
A 572 Grade 55
55
380
A 139 Grade D
46
315
A 516 Grade 55
30
205
A 572 Grade 60
60
415
A 139 Grade E
52
360
A 516 Grade 60
32
220
A 572 Grade 65
65
450
A 516 Grade 65
35
240
A 588
50
345
Additional grades available upon request.
Additional Capabilities
Installation of:
Bands, Cutting Shoes, End Plates, Carbide Teeth, Rolled Channel and Angle Iron, Twisting Slots, Picking Eyes,
Lifting Lugs, etc.
Fabrication of Segmented Fittings:
Elbows, Wyes, Laterals, Tees, Concentric and Eccentric Reducers.
Manufacturers of concentric tapered pipe from .250" to 2" wall thickness.
Pipe manufactured to American Welding Society. Structural welding code AWS D1.1 or D1.5 is also available.
ASTM
Outside Diameter
± 1%
Weight/Thickness
Per Specification
Length
± 1 inch
Rolled & Welded
120 feet
(36.6 m)
Pile Accessories
Pile Accessories
Recycled Content:
Recyclable:
100%
100%
Since geotechnical exploration and pile driving are not exact sciences, it is often challenging to predict the difficulty of
driving piles and also to determine what their final lengths will be. To assist engineers and contractors in the construction of
deep foundations, pile splicers, shoes, points, and other accessories are available.
Applications of Pile Accessories
Pile splicers are used to splice steel, concrete, and wood piles. They are used in situations where final pile lengths need to
be longer than what could otherwise be reasonably handled and delivered, or in low head room applications. Shoes and
points protect the ends of piles, ease installation and, in the case of pipe, prevent soil intrusion so the pipe can be filled with
concrete. Extruded corner piles are also available to ease construction of sheet pile walls. Pile accessories can be custom
made to fit almost any requirement.
Pile Accessories
Sheet Pile Protector
Open-End Cutting Shoes
H-Pile Splicers
Pile Accessories
HP Accessories
HP Splicer
HP Point
HP Point
HP Point
Sheet Pile Accessories
Sheet Pile Splicer
Jet Filter
Pile Accessories
Pipe Accessories
Cutting Shoes
Outside Flange
Drive-On Pipe Pile Splicer
Inside Flange
Conical Points
Inside Flange (60°)
Drive-Tite Boot
Inside Flange (60°)
Backing Ring
Timber Accessories
Timber Boot
Timber Point
Contact Information
Associated Pile & Fitting
Tel: (973) 773-8400
Toll Free: (800) 526-9047
Fax: (973) 773-8442
apf@associatedpile.com
www.associatedpile.com
Timber Uplift Connector
Geostructural Solutions
Recycled Content:
Recyclable:
100%
100%
A core group of geostructural industry specialists has been assembled to focus on providing superior service to this growing
market niche. A significant investment in manufacturing has been made which has allowed us to add new product lines
and strengthen our existing product offering. In addition to Skyline Steel’s complete line of grade 75 and grade 150 cold
rolled threaded bar, we now offer an improved hot-rolled fully threaded bar. Our manufacturing capabilities have also been
expanded to allow us to produce DCP shop grouted and SCP ground anchors in multiple locations across the United States.
Skyline Steel’s experienced production team has become experts at assembling large-scale reinforcement bar cages, using
couplers and full load nuts, measuring over 65 feet long.
Significant improvements have also been made in our micropile manufacturing capabilities. Micropile threaded casing
production capacity has been expanded to further supplement our full line of bar reinforcing products, making us the single
source supplier to any contractor involved in a micropile project. Multi-strand anchors, featuring Samwoo load distributive
anchor systems with removable capabilities, are now available from Skyline Steel. A comprehensive hollow bar system with
a full line of complementary accessories has also been added to our geostructural product offering. Skyline Steel is pleased
to be a market leader in the specialty products described in this brochure and we are dedicated to partnering with our
customers and delivering high quality products and cost effective solutions.
Geostructural
Solutions
As a premier supplier of steel foundation products, Skyline Steel offers a comprehensive line of geostructural products.
Since becoming a member of the Nucor family, a concentrated emphasis has been made to fully develop the geostructural
business unit into a leader in the supply side of the heavy civil construction business.
Geostructural
Solutions
Binghamton, NY
Loring Park, MN
Edison, NJ
Threaded Bar and Accessories
Cold Rolled Threaded Bar and Accessories†
Approx. Major
Thread Diameter
Threaded Bar - Grade 75*
Max.
Length
Nominal
Diameter
Minimum Net Area
Thru Threads
Minimum
Ultimate Strength
Minimum
Yield Strength
Nominal
Weight
Approx. Major
Thread Diameter
in
(mm)
in2
(mm2)
kips
(kN)
kips
(kN)
lbs/ft
(kg/m)
in
(mm)
1
0.790
59.3
2.70
1.125
Left Hand
18.3
#9
1 1/8
1.000
75
3.40
1.250
Left Hand
18.3
#10
1 1/4
1.270
95.3
4.30
1.375
Left Hand
18.3
#11
1 3/8
#14
1 3/4
#18
2 1/4
#20
2 1/2
Bar
Designation
#8
25
28
32
35
45
55
64
3
#24
76
3 1/2
#28
89
510.0
645.0
819.0
1.560
1006.0
2.250
1452.0
4.000
2581.0
4.910
3168.0
7.070
4417.0
9.610
6200.0
79
351.4
263.8
100
444.8
333.6
127
564.9
423 .9
156
4.0
5.1
6.4
28.5
32.0
35.0
Thread
Orientation
ft
(m)
60
60
60
60
694.0
520.5
117
5.30
1.500
Left Hand
18.3
225
168.7
7.65
1.875
Right Hand
18.3
300
13.60
2.438
Right Hand
18.3
368
16.69
2.750
Right Hand
18.3
530
24.10
3.250
Right Hand
18.3
720
32.70
3.750
Right Hand
18.3
1000.9
750.4
400
1779.4
1334.5
491
2184.0
1637.0
707
3142.0
2356.0
960
4274.0
3206.0
7.9
11.4
20.2
24.8
35.9
48.7
38.1
47.6
62.0
70.0
82.6
95.3
60
60
60
60
60
Cold rolled threaded bars conform to the physical and chemical requirements of ASTM A 615 Grade 75 ksi “Standard Specification for Deformed Carbon Steel Bars for Concrete Reinforcement”
* Contact your local Skyline Steel representative for information on additional grades of steel.
Approx. Major
Thread Diameter
Threaded Bar - Grade 150
Nominal Diameter
Minimum Net Area
Thru Threads
Minimum
Ultimate Strength
Minimum
Yield Strength
Nominal
Weight
Approx. Major
Thread Diameter
in
(mm)
in2
(mm2)
kips
(kN)
kips
(kN)
lbs/ft
(kg/m)
in
(mm)
1
0.850
128
102
3.1
1 1/4
1.250
188
150
4.5
1 3/8
1.580
237
190
5.7
1 3/4
2.600
2 1/4
4.000
2 1/2
5.190
3350
3457
3
7.060
1059
26
32
36
46
57
65
75
549
807
1019
1664
2581
4554
567
834
1054
390
1735
600
2669
778
4702
454
667
843
320
4.6
6.7
8.5
Max.
Length
ft
(m)
1 1/8
Left Hand
18.3
1 1/2
Left Hand
18.3
1 5/8
Left Hand
18.3
28.6
38.1
41.3
60
60
60
60
1423
13.5
50.8
2
Left Hand
18.3
480
13.6
2 7/16
Left Hand
18.3
622
18.3
2 3/4
Left Hand
18.3
847
24.0
3 1/4
Left Hand
18.3
2135
2766
3766
9.1
Thread
Orientation
20.2
27.2
35.7
62
69.9
82.6
60
60
60
1 inch to 1 3/8 inch diameter, ASTM A 722; 1 3/4 inch to 3 inch diameter bar manufactured in accordance with ASTM A 722 physical and chemical requirements.
Grade 150 ksi steel must not be subjected to localized heating such as welding, cutting torch, or hot grinding.
Please note: As we continuously improve the design of our products, product details are subject to change.
† Contact your sales representative for information on hot dip galvanized and epoxy coated bars.
Technical Hotline: 1-866-875-9546 | geosolutions@skylinesteel.com 63
Cold Rolled Threaded Bar and Accessories†
Threaded Bar Connectors
Full Load Hex Nuts and Jam Nuts)
OD
A
L
B
A
Full Load Hex Nut
Grade 75 Bar
C
Jam Nut
Grade 75 Bar
OD
L
Weight
in
(mm)
in
(mm)
lbs
(kg)
#8
1.625
4.500
1.55
#9
1.875
5.000
2.39
#10
2.125
5.500
#11
2.250
Weight
A
B
C
in
(mm)
in
(mm)
in
(mm)
#8
1.625
2.000
0.500
0.81
Jam
0.20
#9
1.750
2.000
0.563
0.89
0.25
3.47
#10
2.000
2.187
0.625
1.33
0.38
6.000
4.02
#11
2.250
2.500
0.688
1.96
0.54
#14
2.875
7.875
9.16
#14
2.750
3.250
0.938
3.86
1.11
#18
3.500
9.125
13.93
#18
4.000
4.500
1.000
4.87
1.81
#20
4.000
9.500
19.86
#20*
4.000
4.500
1.125
9.83
2.76
#24
4.750
10.750
31.01
#24**
4.750
4.500
1.500
12.98
4.33
#28
5.500
12.000
46.20
#28**
5.500
6.000
1.563
23.10
6.02
Bar
Designation
41.3
114.3
47.6
127.0
54.0
139.7
57.2
152.4
73.0
200.0
88.9
231.8
101.6
120.6
139.7
241.3
243.0
304.8
Bar
Designation
0.70
1.08
1.57
1.82
4.15
6.32
9.01
14.07
20.96
41.3
44.5
50.8
57.2
69.9
101.6
101.6
120.6
139.7
*Round collar nut available
Grade 150 Bar
Nominal
Diameter
50.8
50.8
55.5
63.5
82.6
114.3
114.3
114.3
152.4
Nominal
Diameter
L
Weight
12.7
in
(mm)
in
(mm)
lbs
(kg)
in
(mm)
1
1.750
4.250
1.70
0.77
26
1
1.750
2.000
1 1/4
2.125
5.250
3.11
1 1/4
2.250
1 3/8
2.375
5.750
4.22
1 3/8
1 3/4
3.000
8.500
9.98
2 1/4
4.000
9.000
2 1/2
4.250
3
5.000
46
57
65
75
60.3
76.2
101.6
108.0
127.0
1.25
4.46
1.96
5.89
2.73
10.48
**Round collar nut with flats
in
(mm)
36
0.82
2.21
28.6
in
(mm)
54.0
0.50
1.75
25.4
C
32
0.24
0.89
23.8
B
44.5
0.17
0.60
17.5
39.7
0.11
0.40
15.9
38.1
0.09
0.37
14.3
A
26
Full
Grade 150 Bar
OD
in
(mm)
lbs
(kg)
in
(mm)
Weight
lbs
(kg)
0.500
Full
0.94
Jam
0.23
2.500
0.625
2.07
0.52
2.500
2.750
0.750
2.78
0.75
1 3/4
3.000
3.500
1.250
4.83
1.70
21.45
2 1/4
4.000
101.6
4.250
107.95
1.500
11.68
4.09
10.000
23.96
2 1/2
4.000
4.750
1.750
10.82
3.99
12.000
41.24
3*
5.000
6.000
2.000
20.62
5.11
108.0
133.4
146.1
215.9
228.6
254.0
308.0
1.41
32
1.91
36
4.53
46
9.73
57
10.87
65
18.71
75
44.5
57.2
63.5
76.2
101.6
127.0
50.8
63.5
69.9
88.9
120.7
152.4
0.43
12.7
0.94
15.9
1.26
19.1
2.19
31.8
38.10
44.45
50.8
5.30
4.91
*Round collar nut with flats with outside diameter of 5" (127mm).
† Contact your sales representative for information on hot dip galvanized and epoxy coated hardware (available upon request).
64 Technical Hotline: 1-866-875-9546 | geosolutions@skylinesteel.com
9.35
0.10
0.24
0.34
0.77
1.86
1.81
2.32
Cold Rolled Threaded Bar and Accessories
Hardened Washers
A
B
Round Beveled Washers
A
B
C
C
BEVEL
D
Grade 75 Bar
Bar
Designation
#8
#9
#10
#11
#14
#18
#20
#24
#28
Grade 75 Bar
A
B
C
Weight
in
(mm)
in
(mm)
in
(mm)
lbs
(kg)
2.250
Bar
Designation
57.150
30.175
1.188
0.136
0.110
2.500
1.375
0.136
0.130
#9
#10
63.500
34.925
2.750
3.454
3.454
0.05
0.06
#8
69.850
38.887
1.531
0.136
0.160
3.000
76.200
1.625
41.275
0.136
0.190
3.750
2.125
0.178
0.380
#14
#18
95.250
53.975
4.500
3.454
3.454
4.521
0.07
0.09
0.17
#11
114.300
67.488
2.657
0.240
0.710
5.500
3.157
0.240
1.090
#20
#24
139.700
6.000
80.188
6.096
6.096
0.32
0.49
152.400
92.075
3.625
0.375
1.910
7.000
4.125
0.375
2.680
177.800
104.775
9.525
9.525
0.87
1.22
#28
A
B
C
D
Bevel
Weight
in
(mm)
in
(mm)
in
(mm)
in
(mm)
degrees
lbs
(kg)
9.4
0.12
44.45
1.75
28.58
11.68
0.46
0.17
2.63
1.38
0.93
0.23
15
0.69
15
0.66
15
0.66
66.68
2.75
1.13
31.75
1.63
1
26
41.40
24.64
0.97
0.23
2.75
1.63
0.97
0.23
1 1/4
Nominal
Diameter
B
C
Weight
in
(mm)
in
(mm)
in
(mm)
lbs
(kg)
1.375
0.136
0.130
0.06
26
2.500
2.750
34.925
5.84
0.31
0.30
69.85
41.40
24.64
4.00
2.13
1.29
0.23
15
1.94
10
2.46
101.60
4.60
54.10
5.84
0.30
0.88
116.84
66.80
29.97
1.18
0.37
5.00
3.00
1.31
0.43
10
3.10
0.43
10
12.58
10
16.54
127.00
8.00
2.63
32.77
5.84
0.05
76.20
3.50
33.27
1.75
9.40
10.92
203.20
88.90
44.45
10.92
8.00
4.00
2.25
0.84
203.20
101.60
57.15
21.34
1.12
1.41
5.71
7.50
Grade 150 Bar
A
63.500
5.84
69.85
Grade 150 Bar
Nominal
Diameter
in
(mm)
23.62
4.32
3.454
in
(mm)
1
A
B
C
D
Bevel
Weight
in
(mm)
in
(mm)
in
(mm)
in
(mm)
degrees
lbs
(kg)
0.93
0.23
15
0.69
15
0.66
2.63
66.68
1.25
31.75
23.62
5.84
0.31
32
69.850
38.887
1.531
0.136
0.160
1 1/4
32
69.85
41.40
24.64
0.97
0.23
1 3/8
3.250
1.770
0.178
0.300
1 3/8
3.09
1.75
1.06
0.23
15
0.93
1.29
0.23
15
1.94
10
2.46
3.454
36
82.550
44.958
1 3/4
4.000
2.407
0.240
0.550
1 3/4
46
2 1/4
101.600
6.096
0.13
0.25
36
46
2.75
78.49
4.00
101.60
1.63
44.45
2.13
54.10
26.92
32.77
5.84
5.84
5.84
0.30
0.42
0.88
57
114.300
67.488
2.657
0.240
0.710
2 1/4
57
116.84
66.80
29.97
1.18
0.37
2 1/2
5.500
3.157
0.240
1.090
2 1/2
5.00
3.00
1.31
0.43
10
3.10
3.625
0.375
1.910
0.43
10
12.58
65
3
75
4.500
61.138
4.521
0.07
139.700
6.000
152.400
80.188
92.075
6.096
6.096
9.525
0.32
0.49
0.87
64
3
75
4.60
127.00
8.00
203.20
2.63
76.20
3.50
88.90
33.27
1.75
44.45
9.40
10.92
10.92
1.12
1.41
5.71
Contact your local Skyline Steel representative for information on additional grades of steel.
Bearing Plates
HDPE Plastic Nut Caps**
SECTION B
A
B
C
C
B
Grade 75 Bar
Bar
Designation
#8
#9
#10
#11
#14
#18
#20
#24
#28
A
B
C
Weight
in
(mm)
in
(mm)
lbs
(kg)
3/4
13.40
#8 – #11
3/4
13.35
#14 – #28
1
17.73
1
27.86
8
8
203.20
8
203.20
10
254.00
10
254.00
10
254.00
10
254.00
8
203.20
8
203.20
8
203.20
10
254.00
10
254.00
10
254.00
10
254.00
19.05
19.05
25.40
25.40
18.76
in
(mm)
2
54.21
1 – 1 3/8
2 1/2
67.06
63.50
2 1/2
65.46
12
12
2 3/4
104.26
304.80
69.85
26 – 36
24.59
30.42
in
(mm)
1
B
C
Weight
in
(mm)
lbs
(kg)
1 1/4
12.76
B
C
in
(mm)
in
(mm)
3.5
2.25
6.75
57.2
171.5
4.25
10.25
108.0
260.4
** “O” ring seal in base of cap.
Anchor Nuts†
N
L
Grade 150 Anchor Nuts
A
L
N
Weight
1 1/2
20.84
in
mm
in
mm
lbs
kgs
1 1/4
7
7
8
A
in
(mm)
in
mm
31.8
177.8
260.4
in
(mm)
152.4
8
10.25
Diameter
152.4
177.8
4.25
5.79
26
32
171.5
A
in
(mm)
1 3/8
6.75
57.2
108.0
165.1
47.29
A
6
2.25
6.5
46 – 75
29.69
in
(mm)
6
3.5
88.9
1 3/4 – 3
Grade 150 Bar
Nominal
Diameter
C
in
(mm)
6.5
Nominal
Diameter
12.64
41.37
50.80
B
in
(mm)
Plastic Nut Caps for Grade 150 bars
1 1/2
38.10
A
165.1
8.04
63.50
304.80
SECTION B
in
(mm)
88.9
6.06
254.00
10
Bar
Designation
6.08
254.00
10
SECTION A
Plastic Nut Caps for Grade 75 bars
in
(mm)
203.20
A
SECTION A
Bearing plate dimensions reflect typical sizes.
Actual design criteria should be used for specific plate sizing.
38.1
9.45
36
203.2
203.2
44.5
1 3/4
31.76
14.41
26
1
1.750
2.360
2.45
1.44
1 3/4
9
9
1 3/4
40.20
1 1/4
2.125
3.125
3.15
3.03
46
228.6
228.6
44.5
18.23
32
44.5
54.0
59.9
79.5
62.2
80.0
0.65
1.37
57
254.0
254.0
63.5
2 1/2
70.89
1 3/8
2.375
3.375
85.9
88.9
3.5
4.05
2 1/2
10
10
2 1/2
70.89
1 3/4
3.000
4.000
4.2
7.05
112.31
2 1/4
4.250
5.500
5.6
20.24
2 1/4
10
10
65
254.0
254.0
63.5
3
12
12
2 3/4
75
304.8
304.8
69.9
32.16
36
32.16
46
50.94
Please note: As we continuously improve the design of our products, product details are
subject to change.
57
60.3
76.2
108.0
101.6
139.7
106.7
142.2
1.84
3.20
9.18
† Consult your sales representative for availability of different threads and grades.
Forged Eyes
Corrosion Protection
B
C
Threaded
Portion
A
D
E
Threaded
Portion
F
Bar
Designation
#14
#18
#20
#24
#28
A
B
C
D
E
F
in
(mm)
in
(mm)
in
(mm)
in
(mm)
in
(mm)
in
(mm)
6.1
2.5
2.4
19.9
505
207
8.1
2.0
6.1
2.5
2.4
19.9
505
8.1
207
2.0
7.1
3.0
3.0
20.5
520
9.8
248
2.5
7.1
3.0
3.0
20.5
520
9.8
248
2.5
9.2
3.5
3.5
22.2
12.3
3.0
155
155
180
180
230
63
63
76
76
88
60
60
76
76
90
565
312
50
50
63
63
75
Threads on forged eye will be metric. Conversion couplers available (transition) for all
Skyline Steel thread forms.
Contact your Skyline Steel sales representative for assistance in connection details.
All threaded bars can be supplied with a protective
smooth-walled PVC tube. While the standard PVC tube is
0.035 inch thick, other options are available upon request.
The following additional corrosion protection options are
available for all threaded bars:
Single Corrosion Protection (SCP)
Double Corrosion Protection (DCP)
• Encapsulating: Grease or Grout
• Epoxy Coating
• Galvanizing
• Painting
• Plating
• Taping
Oversized accessories are provided to accommodate
galvanized and coated bars.
Please contact your Skyline Steel Geostructural Solutions
Representative for recommendations on the system that
will best suit your requirements.
Hot Rolled Threaded Bar and Accessories†
Approx. Major
Thread Diameter
Hot Rolled Threaded Bar – Grade 75 – ASTM A 615
Bar
Designation
Nominal
Diameter
Minimum Net Area
Thru Threads
Minimum
Ultimate Strength
Minimum
Yield Strength
Nominal
Weight
Approx. Major
Thread Diameter
in
(mm)
in2
(mm2)
kips
(kN)
kips
(kN)
lbs/ft
(kg/m)
in
(mm)
#6
3/4
#7
7/8
#8
20
22
1
25
#9
1-1/8
#10
1-1/4
#11
1-3/8
#14
1-3/4
28
32
35
45
0.44
284.00
0.60
387.00
0.79
44
196
Thread
Orientation*
Max.
Length
ft
(m)
147
2.24
1.5
0.86
Left Hand
60
33
21.8
18
267
200
45
2.04
0.99
Left Hand
60
79
59.3
2.67
1.12
Left Hand
60
3.4
1.26
Left Hand
60
60
1.00
100
449
333
1.27
127
95.3
423
6.41
4.3
1.43
Left Hand
60
1.56
156
117
5.31
1.61
Left Hand
60
225
168.8
7.65
1.86
Right Hand
60
819.00
1006.00
2.25
1452.00
565
694
1001
520
751
5.06
7.91
11.39
28.4
18
351
75
3.98
25.1
510.00
645.00
264
3.04
32
36.3
40.9
47.2
18
18
18
18
18
Hot rolled threaded bars conform (Excluding the requirement of: “legibly rolled surface markings.”) to the requirements of ASTM A 615 Grade 75 ksi (520 Mpa) “Standard Specification for
Deformed Carbon Steel Bars for Concrete Reinforcement”
† Contact your sales representative for information on hot dip galvanized and epoxy coated bars.
Hot Rolled Threaded Bar and Accessories
Couplers
Hex Nuts (Full Load and Jam Nuts)
OD
L
A
B
A
C
Hex Nut
Jam Nut
Grade 75 – ASTM A 576, A 108
Bar
Designation
Nominal
Diameter
Grade 75 – ASTM A 576, A 108
Weight
L
OD
in
(mm)
in
(mm)
in
(mm)
lbs
(kg)
#6
3/4
20
1.25
31.75
3.125
0.62
#7
7/8
22
1.50
38.10
3.75
95.25
0.93
#8
1
1.625
41.27
4.00
101.60
1.37
#9
1-1/8
1.875
47.62
5.00
127.00
2.31
#10
1-1/4
32
2.00
50.80
5.75
146.05
2.77
#11
1-3/8
35
2.25
57.15
6.40
162.56
3.79
#14
1-3/4
2.88
7.85
5.49
25
28
45
79.37
73.15
192.53
0.28
0.42
0.62
1.05
1.26
1.72
2.49
A
B
C
in
(mm)
in
(mm)
in
(mm)
in
(mm)
Full
Jam
#6
3/4
1.125
28.57
1.45
36.83
0.87
22.10
0.26
0.16
#7
7/8
1.375
34.92
1.75
44.45
0.87
22.10
0.43
0.21
#8
1
1.50
1.84
0.87
0.56
0.26
20
22
lbs
(kg)
0.12
0.20
0.10
25
38.10
46.74
22.10
#9
28
1.75
44.45
2.25
57.15
0.87
22.10
0.97
0.37
#10
1-1/4
32
2.00
50.80
2.50
63.50
1.00
25.40
1.43
0.56
#11
1-3/8
35
2.25
57.15
2.75
69.85
1.00
25.40
1.52
0.53
#14
1-3/4
2.50
3.60
1.00
3.02
0.82
45
63.50
91.44
0.25
0.07
1-1/8
Hardened Washers
A
B
Weight
Nominal
Diameter
Bar
Designation
0.43
0.65
0.69
25.40
1.37
0.12
0.17
0.25
0.24
0.37
Beveled Washers
C
A
A
B
B
C
A
Grade 75 – ASTM F 436
Bar
Designation
A
B
C
Weight
in
(mm)
in
(mm)
in
(mm)
in
(mm)
lbs
(kg)
1.75
0.938
.136
0.07
2.00
1.063
.136
0.09
2.25
1.188
.136
0.11
2.50
1.375
.136
0.13
2.75
1.531
.136
0.16
3.00
1.625
.136
0.19
1.77
.178
0.30
3/4
#7
7/8
#8
Grade 75 – F 436, A536 80-55-06
Nominal
Diameter
#6
20
22
1
25
#9
1-1/8
#10
1-1/4
#11
1-3/8
#14
1-3/4
28
32
35
45
44.45
50.80
57.15
63.50
69.85
76.20
3.25
82.55
23.83
27.00
30.18
34.92
38.89
41.27
44.96
D
3.45
3.45
3.45
3.45
3.45
3.4
4.52
0.03
0.04
0.05
0.06
0.07
0.09
0.14
Bar
Designation
Nominal
Diameter
A
B
C
in
(mm)
in
(mm)
in
(mm)
in
(mm)
#6
3/4
#7
7/8
#8
20
22
1
25
#9
1-1/8
#10
1-1/4
#11
1-3/8
#14
1-3/4
28
32
35
45
1.75
44.45
1.75
44.45
1.75
44.45
2.63
66.80
2.75
69.85
3.09
78.49
4.00
10.16
.95
24.13
1.14
28.96
1.14
28.96
1.38
31.75
1.63
41.40
1.75
44.45
2.13
54.10
.78
19.81
.78
19.81
.78
19.81
.93
23.62
.97
24.64
1.06
26.92
1.29
32.77
D
Bevel
in
degrees
(mm)
Weight
lbs
(kg)
.32
.32
15
0.15
.32
15
0.17
.23
15
0.17
.23
15
0.29
.23
15
0.30
.23
15
0.45
.23
15
8.13
8.13
5.84
5.84
5.84
5.84
5.84
.37
.37
.64
.66
.93
1.94
0.88
Tie Bars without Articulation
Normal End Threads
Thread
Diameter
Shaft
Diameter
DT
Upset Forged Threads
Thread
Shaft
Recommended
Design Capacity
Tensile
Stress Area
Yield
Capacity
Ultimate
Capacity
Gross
Area
Yield
Capacity
Ultimate
Capacity
Dg
As
Thy
Thu
Ag
Shy
Shu
ASD*
LRFD*
in
mm
in
mm
in
mm2
kips
kN
kips
kN
mm2
in
kips
kips
kips
kips
M 85/64
3.3
2.52
64
7.67
4,948
556
2,474
734
3,266
4.99
3,217
362
1,608
477
2,123
217
344
M 90/68
3.5
2.68
8.67
628
830
5.63
408
539
244
M 95/72
3.7
2.83
72
6,273
3.9
2.99
10.84
4.1
3.15
12.02
4.3
3.35
13.26
8,556
4,278
4.5
3.54
4.7
3.54
4.9
3.74
5.1
3.94
5.3
4.13
5.5
4.33
110
14,181
5.7
4.33
5.9
6.1
6.3
6.5
Bar
85
90
95
M 100/76
100
M 105/80
105
M 110/85
110
M 115/90
115
M 120/90
120
M 125/95
125
M 130/100
130
M 135/105
135
M 140/110
140
M 145/110
M 150/115
M 155/120
M 160/125
M 165/130
145
150
155
160
165
68
2
5,591
9.72
2,795
705
3,690
931
2
3,632
6.31
1,816
458
3,137
4,140
786
1,038
872
1,151
962
1,269
14.56
1,056
1,394
15.92
1,155
1,524
6,781
6,362
17.35
1,258
1,661
10.99
18.83
1,366
1,803
12.17
20.37
1,478
1,950
13.42
8,659
4,330
21.98
1,594
2,104
110
23.65
15,256
1,715
4.53
115
25.37
16,370
8,185
4.72
120
27.16
17,524
1,970
8,762
4.92
125
29.01
18,716
2,104
9,358
5.12
30.92
2,242
76
80
85
90
90
95
100
105
130
6,995
7,755
9,395
10,274
11,191
12,149
13,145
19,948
3,497
3,878
4,697
5,137
4,616
5,119
5,647
6,201
4,072
kN
7.03
4,536
7.79
5,027
8.80
5,675
9.86
6,362
9.86
2,036
510
2,268
565
2,513
638
2,837
715
3,181
715
kN
2,397
604
2,687
673
2,994
746
3,318
842
3,745
944
4,199
944
kN
963
1,087
274
1,219
305
1,358
338
1,505
381
1,694
418
1,860
428
3,181
4,199
797
1,052
883
1,165
973
1,285
14.73
1,068
1,410
6,272
2,808
7,628
2,264
10,069
14.73
1,068
1,410
1,840
2,429
10,804
16.10
10,387
1,168
2,600
11,566
17.53
11,310
1,271
2,777
12,353
19.02
12,272
1,379
2,960
20.57
1,492
5,596
6,074
6,573
7,090
9,974
7,386
8,018
8,676
9,359
13,166
7,088
7,854
9,503
9,503
13,273
3,544
3,927
4,752
4,752
5,193
5,655
6,136
6,637
4,678
5,184
5,715
1,905
477
2,122
529
2,351
583
kN
1,528
388
1,725
435
1,934
484
2,155
537
2,388
606
2,695
669
2,976
679
3,022
757
3,367
839
3,731
925
2,593
4,113
631
1,010
6,272
640
2,845
1,015
1,541
6,855
699
3,110
1,109
1,678
7,464
761
3,386
1,208
1,821
8,099
826
3,674
1,310
1,969
888
1,417
8,760
3,950
4,492
4,514
4,934
5,372
5,829
6,305
The recommended design capacities are based on AISC/ASD and AASHTO/LRFD design methodologies for steel structures and retaining walls. Additional reduction factors from EN1993-5 are
applied to the tie-rods based on their ability to articulate.
Tie Bars with Articulation
Forged Eye
Thread
Diameter
Shaft
Diameter
DT
Forged Spherical End
Threaded and Spherical Nut
Thread
Shaft
Recommended
Design Capacity
Tensile
Stress Area
Yield
Capacity
Ultimate
Capacity
Gross
Area
Yield
Capacity
Ultimate
Capacity
Dg
As
Thy
Thu
Ag
Shy
Shu
ASD*
LRFD*
in
mm
in
mm
in
mm2
kips
kN
kips
kN
mm2
in
kips
kips
kips
kips
M 85/76
3.3
2.99
76
7.67
4,948
556
2,474
734
3,266
7.03
4,536
510
2,268
673
2,994
305
1,358
484
M 90/80
3.5
3.15
8.67
628
830
7.79
565
746
338
M 95/85
3.7
3.35
85
6,273
3.9
3.54
10.84
4.1
3.74
12.02
4.3
3.94
13.26
8,556
4,278
4.5
4.13
4.7
4.33
110
10,274
4.9
4.53
5.1
4.72
5.3
4.92
125
13,145
5.5
5.12
5.7
5.9
6.1
6.3
6.5
Bar
85
90
95
M 100/90
100
M 105/95
105
M 110/100
110
M 115/105
115
M 120/110
120
M 125/115
125
M 130/120
130
M 135/125
135
M 140/130
M 145/135
M 150/140
M 155/145
M 160/150
M 165/155
140
145
150
155
160
165
80
2
5,591
9.72
2,795
705
3,690
931
2
5,027
8.80
2,513
638
3,137
4,140
786
1,038
4,616
6,362
872
1,151
10.99
962
1,269
12.17
14.56
1,056
1,394
13.42
8,659
4,330
15.92
1,155
1,524
17.35
1,258
1,661
18.83
1,366
1,803
20.37
1,478
1,950
8,676
12,272
130
21.98
14,181
1,594
2,104
5.31
135
23.65
15,256
1,715
7,628
5.51
140
25.37
16,370
1,840
8,185
5.71
145
27.16
17,524
1,970
8,762
5.91
150
29.01
18,716
2,104
9,358
6.10
30.92
2,242
90
95
100
105
115
120
155
6,995
7,755
9,395
11,191
12,149
19,948
3,497
3,878
4,697
5,137
5,596
6,074
6,573
7,090
9,974
5,675
kN
9.86
2,837
715
kN
3,318
842
3,745
944
kN
1,505
382
1,699
428
3,181
4,199
797
1,052
883
1,165
973
1,285
14.73
1,068
1,410
6,272
2,845
16.10
1,168
1,541
17.53
1,271
1,678
19.02
1,379
1,821
8,099
3,674
9,359
20.57
13,273
1,492
1,969
2,264
10,069
22.19
14,314
1,609
2,429
10,804
23.86
15,394
1,730
2,600
11,566
25.60
16,513
2,777
12,353
27.39
17,671
2,960
29.25
5,119
5,647
6,201
6,781
7,386
8,018
13,166
7,088
7,854
9,503
10,387
11,310
18,869
3,544
3,927
4,678
5,184
477
2,122
529
2,351
583
2,155
537
2,388
606
2,695
679
3,022
757
3,367
839
3,731
925
2,593
4,113
640
1,015
699
1,109
761
1,208
826
1,310
8,760
893
3,974
1,417
2,124
9,447
963
4,286
1,528
7,697
2,284
10,160
1,036
1,644
1,856
8,256
2,450
10,899
1,111
1,763
1,986
8,836
2,622
11,663
1,189
1,887
2,121
2,800
1,270
2,015
4,752
5,193
5,655
6,136
6,637
7,157
9,435
5,715
1,905
kN
6,855
7,464
12,454
3,110
3,386
4,609
4,944
5,291
5,649
4,514
4,934
5,372
5,829
6,305
6,799
7,312
7,844
8,394
8,963
The recommended design capacities are based on AISC/ASD and AASHTO/LRFD design methodologies for steel structures and retaining walls. Additional reduction factors from EN1993-5 are
applied to the tie-rods based on their ability to articulate.
Hollow Bar Systems
Commercial Grade Hollow Bar & Accessories
Average Inner
Diameter
Nominal Outer
Diameter
“T” Threaded Hollow Bar Systems
Nominal
Outer Diameter
Average
Inner Diameter
Cross
Sectional Area
Ultimate
Load
Yield
Load
Approx. Major
Thread Diameter
Nominal
Weight
in
(mm)
in
(mm)
in2
(mm2)
kips
(kN)
kips
(kN)
in
(mm)
lbs/ft
(kg/m)
T30/11
1.18
0.43
0.64
72.0
58.5
1.30
2.2
T40/20
1.57
0.79
1.13
121.4
95.6
1.70
3.8
T40/16
1.57
0.63
1.40
148.4
118.1
1.70
4.8
T52/26
2.05
1.03
26
1.94
1251
208.0
170.0
2.20
6.7
T76N
3.00
2.00
3.35
319.0
252.0
3.20
10.2
T76S
3.00
1.77
45
2600
4.03
418.0
330.0
3.20
13.2
T103/78
4.06
3.00
4.87
510.5
404.8
4.20
17.0
T103/51
4.06
2.00
8.80
823.0
600.4
4.20
30.0
Bar
Designation
30
11
40
413
20
40
726
16
52
76
103
103
51
756
1418
1120
1859
1467
2270
5677
43.2
525
925
3142
33
425
660
2161
78
260
540
903
51
76
320
1800
3660
2670
43.2
55.9
81.3
81.3
106.7
106.7
3.3
5.6
7.2
9.9
15.2
19.7
25.3
44.6
Nominal Outer
Diameter
Average Inner
Diameter
“R” Threaded Hollow Bar
Nominal Outer
Diameter
Average Inner
Diameter
Effective Outer
Diameter
Cross
Sectional Area
Ultimate
Load
Yield
Load
Approx. Major
Thread Diameter
Nominal
Weight
in
(mm)
in
(mm)
in
(mm)
in2
(mm2)
kips
(kN)
kips
(kN)
in
(mm)
lbs/ft
(kg/m)
R32S
1.26
0.63
1.15
0.76
488
360
275
62
1.38
2.700
R38Nx19mm OD
1.50
0.75
1.41
1.11
112
498
86
382
1.62
3.415
R51N
2.01
1.30
1.88
1.46
177
141
2.13
5.700
Bar
Designation
32
38
51
16
19
33
29.1
35.7
47.8
717
939
81
787
627
35
41
54
4.00
5.08
8.50
Hollow Bar Systems
Commercial Grade Hollow Bar & Accessories
Couplers
Hex Nuts
A
B
A
Hex Nut
“T” Threaded Hollow Bar Couplers
Bar
Designation
L
Weight
in
(mm)
in
(mm)
lbs
(kg)
1.5
T40/20
2.1
T40/16
2.1
38
53
T52/26
5.5
140
5.5
53
140
2.7
6.25
68.5
T76N
3.8
T76S
3.8
97
T103
4.2
105
Bar
Designation
1.0
T30/11
2.6
T40/20
2.6
T40/16
0.45
1.18
1.18
160
2.36
5.2
T52/26
8.0
10.2
T76N
200
4.54
97
220
8.7
14.4
T76S
5.2
11.5
30.5
T103
132
292
6.53
13.8
OD
L
Weight
in
(mm)
in
(mm)
lbs
(kg)
R32S
1.7
R38Nx19mm
2.5
R51N
2.5
43
64
64
7.5
190
8.7
220
8.0
200
A
B
Weight
in
(mm)
in
(mm)
lbs
(kg)
1.8
46.0
2.5
64.0
2.5
64.0
3.2
81
4.0
102.0
4.0
1.4
36.0
2.0
50.0
2.0
50.0
2.5
63.5
3.1
80.0
3.1
1.0
0.45
2.7
1.22
2.6
1.18
5.1
2.31
6.2
2.81
6.2
102.0
80.0
2.81
5.25
5.125
13.0
133.0
130
5.90
“R” Threaded Hollow Bar Hex Nuts
“R” Threaded Hollow Bar Couplers
Bar
Designation
Jam Nut
“T” Threaded Hollow Bar Hex Nuts
OD
T30/11
C
Bar
Designation
2.0
R32S
3.8
R38Nx19mm
4.2
R51N
0.91
1.72
1.91
A
B
Weight
in
(mm)
in
(mm)
lbs
(kg)
1.8
46.0
2.0
51.0
3.0
76.0
3.0
65.0
2.0
60.0
3.0
70.0
2.0
0.91
1.3
0.59
3.5
1.59
Hollow Bar Systems
Domestic Hollow Bar & Accessories
Average Inner
Diameter
Nominal Outer
Diameter
“T” Threaded Hollow Bar Systems*
Nominal Outer
Diameter
Average Inner
Diameter
Cross
Sectional Area
Minimum
Ultimate Load
Minimum
Yield Load
Approx. Major
Thread Diameter
in
(mm)
in
(mm)
in2
(mm2)
kips
(kN)
kips
(kN)
in
(mm)
T40/16
1.57
0.63
1.36
148
118
1.625
4.7
T40/20
1.57
0.70
1.23
136
110
1.625
3.8
T52/26
2.05
1.03
2.07
227
179
2.125
6.7
T76N
3.00
2.10
52
1835
1418
1120
252
3.000
10.2
T76S
3.00
1.77
3.80
418
330
3.000
13.2
Bar
Designation
40
16
40
879
18
52
800
26
76
76
1337
2.90
45
2400
660
525
606
319
1859
HBC 760
76.2
L
Weight
in
(mm)
in
(mm)
lbs
(kg)
5.50
5.10
HBAN 40
HBAN 52
3.125
139.7
2.31
79.375
152.4
6.00
11.39
3.75
7.875
34.81
95.25
19.7
A
“T” Threaded Hollow Bar Anchor Hex Nuts*
OD
63.5
15.2
L
“T” Threaded Hollow Bar Couplers*
HBC 52
76.2
L
OD
2.500
10
Anchor Hex Nuts
A
HBC 40
5.6
54.0
1467
200.03
5.17
15.79
* Meets “Buy America” requirements
Bar
Designation
HBAN 760
A
L
Weight
in
(mm)
in
(mm)
lbs
(kg)
2.0
5.87
2.50
63.5
3.35
50.8
2.66
85.09
76.2
3.0
10.04
4.00
3.1
23.81
101.6
78.7
lbs/ft
(kg/m)
7.0
41.3
796
Couplers
Bar
Designation
41.3
489
1009
Nominal Weight
4.55
10.80
Hollow Bar Systems
Hollow Bar Bits
Drill Bit Adaptors
Carbide Cross, Steel Cross Cut , and Button Bits
Bar Sizes
T30
T40
Size
Weight
in
(mm)
lbs/unit
(kg/unit)
Adaptors
1.0
R32 x R38
0.20
R38 x R51
0.30
T30 x T40
0.30
2.0
50.8
0.45
2.5
2.0
63.5
0.91
3.0
2.9
76.2
1.32
2.5
2.0
63.5
3.0
76.2
3.5
88.9
4.0
101.6
4.5
5.90
7.0
3.18
5.0
10.5
6.0
13.0
5.0
10.5
6.0
13.0
7.0
14.5
8.0
16.0
127.0
203.2
2.0
50.8
2.5
63.5
3.0
76.2
3.0
76.2
3.5
1.59
R51
4.76
114.3
177.8
R38
7.0
13.0
152.4
R32
5.5
2.49
6.0
152.4
T76
3.5
1.59
10.5
127.0
4.0
101.6
4.5
4.76
5.90
4.76
5.90
6.58
7.26
1.0
0.45
2.0
0.91
2.9
1.32
2.9
1.32
3.5
1.59
5.5
2.49
7.0
114.3
3.18
5.0
10.5
6.0
13.0
127.0
152.4
0.13
2.9
5.0
4.5
0.13
1.32
3.18
152.4
T52
0.09
Call for job specific quotes - Price depends on quantities
0.91
114.3
127.0
Weight
lbs/unit
(kg/unit)
4.76
5.90
All bits subject to availability. Call for stock quantities. Specialty bits available upon request.
Micropile
Threaded Casing for Micropile
Micropile Casing
Outside
Diameter
Thickness
Inside
Diameter
Weight
Cross
Sectional
Area
Total Area
of Shaft
Internal
Volume
External
Surface
Area
Moment
of Inertia
Section
Modulus
in
mm
in
mm
in
mm
lbs/ft
kg/m
in2
cm2
in2
cm2
ft3/ft
m3/m
ft2/ft
m2/m
in4
cm4
in3
cm3
4.670
22.56
0.12
1.44
5.761
28.60
0.18
1.73
6.184
28.75
0.21
1.83
6.094
31.70
47.18
60.11
0.20
1.83
6.000
34.74
10.21
0.20
1.83
6.765
33.07
49.21
62.71
0.25
2.00
5.500
139.700
6.625
168.275
7.000
177.800
7.000
177.800
7.000
177.800
7.625
193.675
7.625
0.415
10.541
0.432
10.973
0.408
10.363
0.453
11.506
0.500
12.700
0.430
10.922
0.500
118.618
146.329
157.073
154.787
152.400
171.831
33.57
42.56
42.79
51.70
6.63
42.77
8.40
54.23
8.45
54.51
9.32
65.87
9.72
23.76
153.28
34.47
222.40
38.48
248.29
38.48
248.29
38.48
248.29
45.66
294.60
0.017
0.019
0.019
0.018
0.023
0.44
0.53
0.56
0.56
0.56
0.61
21.57
897.80
40.49
1685.31
46.07
1917.56
50.16
2087.80
54.24
2257.62
63.12
2627.23
12.22
200.25
13.16
215.65
14.33
15.50
254.00
16.56
271.31
168.275
6.625
38.08
11.19
72.21
294.60
0.022
0.24
2.00
0.61
2970.62
306.76
8.625
0.500
7.625
43.43
12.76
58.43
0.32
2.26
105.72
24.51
219.075
12.700
193.675
82.34
376.94
0.029
0.69
4400.36
8.625
0.562
7.501
48.44
14.24
58.43
0.31
2.26
116.25
8.681
46.18
13.57
0.41
2.52
8.535
52.90
0.40
2.52
9.750
54.79
0.52
2.81
219.075
9.625
244.475
9.625
244.475
10.750
273.050
10.75
14.275
0.472
11.989
0.545
13.843
0.500
12.700
220.497
216.789
247.650
72.09
68.73
78.73
81.54
91.84
87.56
15.55
100.30
16.10
103.87
72.76
469.42
72.76
469.42
90.76
585.56
0.038
0.037
0.048
0.69
0.77
0.77
0.86
4838.65
142.51
5931.67
160.80
6692.95
211.95
8821.95
29.61
485.22
33.41
547.49
39.43
646.14
9.660
59.46
88.49
112.73
585.56
0.047
0.51
2.81
0.86
9494.16
695.46
10.75
0.595
9.560
64.59
18.98
90.76
0.50
2.81
245.53
45.68
0.63
3.11
0.75
3.34
0.84
3.50
0.83
3.50
11.875
301.624
12.75
323.849
13.375
339.724
13.375
339.724
0.582
14.783
0.500
12.700
0.480
12.192
0.514
13.056
10.711
96.12
70.26
272.059
104.56
11.750
65.48
12.415
66.17
298.449
315.340
12.347
313.613
97.45
98.47
70.67
105.17
122.47
585.56
20.65
110.75
19.24
127.68
19.45
140.50
20.77
140.50
133.21
124.14
125.45
133.98
714.53
823.71
906.45
906.45
0.046
0.058
0.070
0.078
0.077
0.86
0.95
1.02
1.07
1.07
228.10
26.96
441.79
245.364
242.824
90.76
0.029
10219.65
330.04
13737.19
361.54
15048.31
404.73
16846.00
430.07
17900.72
Total Area of Shaft
401.65
13.843
15.113
17.47
376.94
18.72
273.050
273.050
0.545
190.525
Cross Sectional Area
234.83
12.700
64.63
71.37
7.84
128.47
193.675
56.67
45.66
0.011
42.44
External Surface Area
748.56
55.59
910.95
56.71
929.31
60.52
991.74
64.31
1053.85
Contact your Skyline Steel representative for additional diameters, lengths, and starter details.
Micropile casing installed with fully threaded
75 ksi bar reinforcement
Female and male casing cut and bundled to
specifications
Saver-subs available to fit all sizes of casing
Micropile
Casing Accessories
Skyline Steel’s Geostructural Group is positioned to deliver complete accessory packages with
your threaded casing. We understand the urgency of your project and stock a wide range of
casing accessories for immediate delivery.
J-Teeth
Grout Heads
Duplex Adapters
Ring Bits
Shear Rings
Flange Adapters
Casing Shoes
Protective Caps
Casing Crossover Subs
Tooling Items
Custom machining is available for duplex and flange adapters to match casing, drill, and drill
system requirements. We can also fabricate crossover subs to fit any existing tooling items.
Skyline Steel offers the following tooling items for the installation of micropile casing:
Air Swivels
API Crossover Subs
API Drill Rods (2 3/8 in to 6 5/8 in)
Breakout Wrenches
Casing Crowns
Cushion Subs
Diverter Heads
Downhole Hammers
Downhole Hammer Bits
Drag Bits
Floating Subs
Flushing Heads
Grout Swivels
Ictology Bits
Stabilizers
Tricone Bits
Casing accessories include duplex and flange adapters
Downhole hammers and bits are available in various
sizes and shank configurations
API drill rods and casing subs are typical tooling items
Multi-Strand Anchor Systems
Multi-Strand Anchor Systems – ASTM A-416
Nominal Cross
Section Area (Aps)
Ultimate Strength
(Fpu x Aps)
Maximum Jacking Load
(0.8 x Fpu x Aps)
Maximum Design Load
(0.6 x Fpu x Aps)
Minimum Lockoff Load*
(0.5 x Fpu x Aps)
Nominal Steel Weight
(bare strand)
in2
mm2
kips
kN
kips
kN
kips
kN
kips
kN
lbs/ft
kg/m
1
0.217
58.6
46.9
35.2
29.3
0.74
2
0.434
117.2
93.7
70.3
58.6
1.48
3
0.651
175.8
140.6
105.5
87.9
391
3.25
4
0.868
234.4
187.5
140.6
117.2
2.95
5
1.085
293.0
234.4
175.8
146.5
3.69
6
1.302
351.6
281.3
221.0
175.8
4.43
7
1.519
410.2
328.2
246.1
205.1
5.17
8
1.736
468.8
375.0
281.3
234.4
9
1.953
527.4
421.9
316.4
263.7
10
2.170
586.0
469.0
351.6
293.0
11
2.387
644.6
515.7
386.8
322.3
12
2.604
703.2
562.6
421.9
351.6
No. of
Strands
140
261
280
208
521
420
417
782
560
840
1564
980
2085
1260
2346
1400
2607
1540
2867
1680
3128
5.90
8.67
6.64
9.76
7.38
1303
1720
2502
7.59
1173
1564
2293
6.50
1042
1407
2085
5.42
912
1251
1876
4.34
782
1095
1668
2.21
651
938
1460
2.17
521
781
1251
1825
1120
625
1042
1.08
260
469
834
1303
130
312
625
1043
700
156
10.84
8.12
1433
1876
11.92
8.86
1564
13.01
Aps = Area Prestressing Steel, Fpu = Minimum Ultimate Tensile Strength
Strand Anchors utilize 0.6” (15.2mm) dia. 7-wire, Low Relaxation 270 KSI Steel Strand conforming to ASTM A 416.
*Maximum lockoff load shall not exceed (0.7 x Fpu x Aps), maximum jacking load shall not exceed (0.8xFpu x Aps)
Consult your sales representative for information on load distributive or removable strand anchors.
Details of PTI Class I DCP Strand Anchor Head
GR50 OR A36
BEARING PLATE**
AØ
Anchor Head & Duct Dimensions for DCP Strand Anchors
H
STEEL ANCHORHEAD
CAP (OPTIONAL)
16” Typ.
A500
STEEL TRUMPET PIPE
AASHTO M252
HDPE CORRUGATED
SHEATH
**Skyline Steel can provide a customized bearing plate solution.
Max.
No. of
Strands
Corrugated Sheath
OD
in
mm
2.33
2-3
59.18
3-7*
91.44
8-12*
116.84
3.60
4.60
ID
in
mm
2.00
50.80
3.00
76.20
4.00
101.60
Trumpet Pipe
OD
in
mm
ID
in
mm
4.00
3.548
101.60
4.50
114.30
6.625
168.28
90.12
4.026
102.26
6.065
154.05
Anchor Head
AØ
in
mm
4.70
119.38
5.60
142.24
6.80
172.72
H
in
mm
1.80
45.72
2.20
55.88
1.70
43.18
* The above table is based on a 3/4” OD PE Grout Tube installed inside corrugated sheath, other
variations available. Consult your sales representative.
Structural Sections
100%
100%
Skyline Steel takes great pride in providing a wide range of structural sections from several different mills. All sections
(including jumbo beams and columns) found in the American Institute of Steel Construction (AISC) manual are available.
Applications of Structural Sections
Foundation contractors utilize beams and columns for bracing systems of cofferdams, beam and lagging walls, and secant
pile walls. Channel and miscellaneous channel sections are often used to make walers for anchorage systems and caps for
sheet pile walls.
Structural Sections
Recycled Content:
Recyclable:
Structural Sections
Newark, NJ
Chicago, IL
Snohomish County, WA
Structural Sections
Beams
AMERICAN
ASTM
CANADIAN
YIELD STRENGTH
(ksi)
(MPa)
A 36
36
250
A 572 Grade 50
50
A 588
50
A 709
A 913
EUROPEAN*
YIELD STRENGTH
CSA G40.21
(MPa)
50
350
YIELD STRENGTH
(ksi)
(MPa)
S 235
34
235
345
S 275
40
275
345
S 355
51
355
50
345
S 460 HISTAR
67
460
50
345
A 913
65
450
A 992
50
345
Grade 350 W
(ksi)
EN 10025 &
EN 10113
*HISTAR only available in some sizes.
ASTM A 6
Mass
± 2.5%
Depth
± 0.125 inches
Length
30 feet and under
Over 30 Feet
Beams W 24 and Under
± 0.375 inches
+ ( 0.375 inches + (Length - 30) / 80
-0.375 inches
Beams Over W 24
± 0.5 inches
+ ( 0.5 inches + (Length - 30) / 80
-0.375 inches
Beams W 12 and Under
≤ 0.25 inches
Beams Over W 12
≤ 0.3125 inches
Web off Center
≤ 0.1875 inches
Greatest Depth over Theoretical
≤ 0.25 inches
Camber and Sweep
(0.125 in) * (Length / 10)
Camber and Sweep for Columns*
45 Feet and Under
(0.125 in) * (Length / 10) but not over 0.375 inches
Over 45 Feet
(0.375 in) + (0.125 in * (Length - 45) / 10
*W 8 x 31 and heavier, W 10 x 49 and heavier, W 12 x 65 and heavier, and W 14 x 90 and heavier order as columns.
If other sections are ordered as columns, the tolerances are subject to negotiation with manufacturer.
Structural Sections
Channels
Angles
AMERICAN
AMERICAN
YIELD STRENGTH
ASTM
(ksi)
(MPa)
YIELD STRENGTH
ASTM
(ksi)
(MPa)
A 36
36
250
A 36
36
250
A 572 Grade 50
50
345
A 572 Grade 50
50
345
A 572 Grade 60
60
415
A 572 Grade 60
60
415
A 588
50
345
A 588
50
345
A 242
50
345
A 242
50
345
CANADIAN
CANADIAN
YIELD STRENGTH
CSA G40.21
Grade 350 W
(ksi)
(MPa)
50
350
Grade 350 W
EUROPEAN
(ksi)
(MPa)
50
350
EUROPEAN
YIELD STRENGTH
EN 10248
YIELD STRENGTH
CSA G40.21
YIELD STRENGTH
EN 10248
(ksi)
(MPa)
(ksi)
(MPa)
S 235 GP
34
235
S 235
34
235
S 355 GP
51
355
S 355
51
355
Mass
Depth
3 to 7 in
7 to 14 in
Over 14 in
Mass
Length
5 to 10 ft
10 to 20 ft
20 to 30 ft
30 to 40 ft
40 to 50 ft
50 to 65 ft
± 2.5%
+ 09375 in
+ 0.125 in
+ 0.1875 in
– 0.0625 in
– 0.9375 in
– 0.125 in
Length
5 to 10 ft
10 to 20 ft
20 to 30 ft
30 to 40 ft
40 to 50 ft
50 to 65 ft
+ 1.0 in
+ 1.5 in
+ 1.75 in
+ 2.25 in
+ 2.75 in
+ 2.75 in
Flange Width
3 to 7 in
7 to 14 in
Over 14 in
± 0.125 in
+ 0.125 in
+ 0.125 in
Camber
Sweep
≤ 0.03125 in
(0.125 in) * (Length / 5)
Subject to negotiation with manufacturer
– 0.9375 in
– 0.1875 in
± 2.5%
+ 1.0 in
+ 1.5 in
+ 1.75 in
+ 2.25 in
+ 2.75 in
+ 2.75 in
Leg Length*
1 to 2 in
2 to 3 in
3 to 4 in
4 to 6 in
Over 6 in
± 0.046875 in
± 0.0625 in
+ 0.125 in
± 0.125 in
+ 0.1875 in
Thickness
≤ 0.1875 in
0.1875 to 0.375 in
Over 0.375 in
± 1.5 degrees
1 to 2 in.
± 0.010 in
± 0.010 in
± 0.012 in.
Camber
Sweep
(0.125 in) * (Length / 5)
Subject to negotiation with manufacturer
– 0.09375 in
– 0.125 in
2 to 3 in.
± 0.012 in
± 0.015 in
± 0.015 in.
* Longer leg length determines classification.
All Sections
Most Sections
Some Sections
60 ft
85 ft
130 ft
18.3 m
25.9 m
39.6 m
All Sections
Most Sections
Some Sections
60 ft
85 ft
130 ft
18.3 m
25.9 m
39.6 m
Environ
As a leader in the sheet pile industry, we are proud to introduce our new line of High Density Polyethylene (HDPE)
sheet piles, the PE30. HDPE is impermeable and exceptionally resistant to corrosion, biological attacks, chemicals, and
salts making it ideal for cutoff walls. By nearly eliminating deterioration, HDPE is unmatched when compared to other
subsurface materials, thus allowing for an extremely long design life and minimizing the risk of premature failure.
Incorporating the benefits of HDPE, the PE30 can be used in a full range of environments including marine, industrial,
manufacturing, and mining.
Environ
The PE30’s revolutionary design combines the time tested benefits of HDPE with the latest innovations in sheet pile
technology. The PE30 is equipped with the Larssen Interlock which is the least permeable system available in today’s
market. In addition, the effective permeability of the joints can be further decreased by using sealants. The PE30 is
domestic, readily available and cost-effective making it an ideal solution for environmental barrier applications.
Environ
Environ PE30
Environ PE30 Sheet Pile
a
h
tw
tf
tf
w
MATERIAL PROPERTIES
Thickness
Environ
Test Method
Environ
Width
(w)
Height
(h)
in
in
29.625
± 0.25
Flange
(tf)
Web
(tw)
Weight
Section
Modulus
Moment
of Inertia
in
lb/ft
in3/ft
in4/ft
3.5
0.250
0.250
4.25
3.84
6.48
± 0.25
minimum
minimum
minimum
in
Peak Tensile Stress
Modulus of Elasticity
Hardness
Density
(HDPE Compound)
ksi
ksi
Shore D
gm/cm3
ASTM D3039/D638
ASTM D3039/D638
ASTM 2240
ISO 1183
3.12
70
60 – 70
1.0 – 1.10
minimum
minimum
Environ PE30
Environ PE30 Sheet Pile
www.skylinesteel.com | 888.450.4330
For technical questions and engineering support, please contact us via our technical hotline at:
1-866-875-9546 or email us at: engineering@skylinesteel.com.
About Skyline Steel
A premier steel foundation supplier serving the U.S., Canada, Mexico, the Caribbean, Central America, and Colombia, Skyline Steel is a wholly-owned
subsidiary of Nucor Corporation, the largest producer of steel in the United States.
HZ®-M and AMLoCor® are registered trademarks of ArcelorMittal.
03/16 Edition

Technical Product Manual

Transcription

Similar documents

Februar - Deutsch-Griechischer Club Bamberg eV