Product Manual 0311
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Transcript of Product Manual 0311
Steel Foundation SystemsTechnical Product Manual
Unmatched Product Range Material Availability Manufacturing Capabilities Innovative Applications and Engineering Expertise
Unmatched Product RangeAs the premier leader of steel pile systems and solutions, Skyline Steel’s blend of products is unrivaled. From hot and cold rolled sheet pile to H-piles, pipe piles to threaded bar systems, only Skyline Steel offers the product range to meet the design and construction demands of the Americas.
Material AvailabilityWith 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 effective and on-time delivery.
Manufacturing CapabilitiesSkyline Steel owns and operates pipe, sheet pile, threaded bar 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 ExpertiseSkyline 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.
Your True Project Partner
Conversion Table . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
AZ Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
AS Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
PZ/PS Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
SKZ Cold Formed Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11
SCZ Cold Formed Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13
SKL/SKS Cold Formed Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15
Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17
Pipe-Z Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19
HZM Steel Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .27
Steel H-Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .41
Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45
Spiralweld Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .47
Rolled and Welded Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .49
Pile Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .51
Threaded Bar and Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .55
Micropile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .61
Structural Sections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .65
Table of Contents
Technical Hotline: 1-866-875-9546 / [email protected]
Imperial to metric Metric to imperial
Dimensions 1 in = 2.5400 cm 1 cm = 0.3937 in
1 ft = 0.3048 m 1 m = 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
Mass, Force, Pressure 1 lb = 4.4497 N 1 N = 0.2247 lb
1 lb/in = 0.1752 N/mm 1 N/mm = 5.7082 lb/in
1 lb/ft = 14.5989 N/m 1 N/m = 0.0685 lb/ft
1 lb/in2 = 0.6897 N/cm2 1 N/cm2 = 1.4499 lb/in2
1 lb/ft2 = 47.8968 N/m2 1 N/m2 = 0.0209 lb/ft2
1 lb/in3 = 0.2715 N/cm3 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 US Ton = 0.9072 Metric Tons 1 Metric Ton = 1.1023 US Tons
Moment of Inertia 1 in4 = 41.6228 cm4 1 cm4 = 0.0240 in4
1 in4/ft = 136.5582 cm4/m 1 cm4/m = 0.0073 in4/ft
Section Modulus 1 in3 = 16.3870 cm3 1 cm3 = 0.0610 in3
1 in3/ft = 53.7631 cm3/m 1 cm3/m = 0.0186 in3/ft
Moment 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
Conversion Table
Recycled Content Hot Rolled: 100% Cold Form: 70% Recyclable: 100%
Skyline Steel supplies a wide variety of sheet pile from leading manufacturers. The company is supported by ArcelorMittal, its parent and an undisputed leader in sheet pile research and manufacturing. ArcelorMittal manufactures the hot-rolled AZ, AS, and HZM product lines in Luxembourg. Skyline Steel’s robust infrastructure also includes its own cold form sheet pile mill in Belpre, Ohio, and Nucor-Yamato (Nucor), a long-time strategic partner specializing in the fabrication of hot-rolled PZ and PS products in Armorel, Arkansas.
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.
Steel Sheet Pile Steel Sheet Pile
Handling Holes
Handling holes are standard for all sheet pile sections. They are
located in the centerline of each section.
Y = 9” (228.6 mm)Ø = 2”-5” (50.8 mm - 127.0 mm)
Technical Hotline: 1-866-875-9546 / [email protected] 5
SECTION
Width (w)
in(mm)
Height(h)
in(mm)
THICKNESS
Cross Sectional
Area
in2/ft(cm2/m)
WEIGHT SECTION MODULUS
Moment of Inertia
in4/ft(cm4/m)
COATING AREA
Flange(tf)
in(mm)
Web(tw)
in(mm)
Pile
lb/ft(kg/m)
Wall
lb/ft2
(kg/m2)
Elastic
in3/ft(cm3/m)
Plastic
in3/ft(cm3/m)
Both Sides
ft2/ft of single(m2/m)
Wall Surface
ft2/ft2
(m2/m2)
AZ 12-700R 27.56700
12.36314.0
0.3358.50
0.3358.50
5.81123.0
45.4967.70
19.8096.70
22.41205
26.321415
137.818880
5.641.72
1.221.22
AZ 13-700R 27.56700
12.40315.0
0.3759.50
0.3759.50
6.37135.0
49.7374.00
21.65105.70
24.31305
28.641540
149.920540
5.641.72
1.221.22
AZ 14-700R 27.56700
12.44316.0
0.41310.50
0.41310.50
6.89146.0
53.9680.30
23.49114.70
26.11405
30.971665
162.022190
5.641.72
1.221.22
AZ 12-770 30.31770
13.52343.5
0.3358.50
0.3358.50
5.67120.1
48.7872.60
19.3194.30
23.21245
27.51480
156.921430
6.101.86
1.201.20
AZ 13-770 30.31770
13.54344.0
0.3549.00
0.3549.00
5.94125.8
51.1476.10
20.2498.80
24.21300
28.81546
163.722360
6.101.86
1.201.20
AZ 14-770 30.31770
13.56344.5
0.3759.50
0.3759.50
6.21131.5
53.4279.50
21.14103.20
25.21355
30.01611
170.623300
6.101.86
1.201.20
AZ 17 24.80630
14.92379.0
0.3358.50
0.3358.50
6.53138.3
45.9668.40
22.24108.60
31.01665
36.21944
231.331580
5.641.72
1.351.35
AZ 18 24.80630
14.96380.0
0.3759.50
0.3759.50
7.11150.4
49.9974.40
24.19118.10
33.51800
39.12104
250.434200
5.641.72
1.351.35
AZ 19 24.80630
15.00381.0
0.41310.50
0.41310.50
7.74163.8
54.4381.00
26.34128.60
36.11940
42.32275
270.836980
5.641.72
1.351.35
AZ 17-700 27.56700
16.52419.5
0.3358.50
0.3358.50
6.28133.0
49.1273.10
21.38104.40
32.21730
37.72027
265.336230
6.101.86
1.331.33
AZ 18-700 27.56700
16.54420.0
0.3549.00
0.3549.00
6.58139.2
51.4176.50
22.39109.30
33.51800
39.42116
276.837800
6.101.86
1.331.33
AZ 19-700 27.56700
16.56420.5
0.3759.50
0.3759.50
6.88145.6
53.7680.00
23.41114.30
34.81870
41.02206
288.439380
6.101.86
1.331.33
AZ 25 24.80630
16.77426.0
0.47212.00
0.44111.20
8.74185.0
61.4991.50
29.74145.20
45.72455
53.42873
382.652250
5.911.80
1.411.41
AZ 26 24.80630
16.81427.0
0.51213.00
0.48012.20
9.35198.0
65.7297.80
31.79155.20
48.42600
56.93059
406.555510
5.911.80
1.411.41
AZ 28 24.80630
16.85428.0
0.55114.00
0.52013.20
9.97211.1
70.15104.40
33.94165.70
51.22755
60.53252
431.658940
5.911.80
1.411.41
AZ 24-700 27.56700
18.07459.0
0.44111.20
0.44111.20
8.23174.1
64.3095.70
28.00136.70
45.22430
53.52867
408.855820
6.331.93
1.381.38
AZ 26-700 27.56700
18.11460.0
0.48012.20
0.48012.20
8.84187.2
69.12102.90
30.10146.90
48.42600
57.13070
437.359720
6.331.93
1.381.38
AZ 28-700 27.56700
18.15461.0
0.52013.20
0.52013.20
9.46200.2
73.93110.00
32.19157.20
51.32760
60.93273
465.963620
6.331.93
1.381.38
AZ 36-700N 27.56700
19.65499.0
0.59115.00
0.44111.20
10.20216.0
79.70118.60
34.61169.00
66.83590
76.54110
656.289610
6.762.06
1.461.47
AZ 38-700N 27.56700
19.69500.0
0.63016.00
0.48012.20
10.87230.0
84.94126.40
37.07181.00
70.63795
81.14360
694.594840
6.762.06
1.461.47
AZ 40-700N 27.56700
19.72501.0
0.66917.00
0.52013.20
11.53244.0
90.18134.20
39.32192.00
74.33995
85.74605
732.9100080
6.762.06
1.461.46
AZ 46 22.83580
18.94481.0
0.70918.00
0.55114.00
13.76291.2
89.10132.60
46.82228.60
85.54595
98.55295
808.8110450
6.231.90
1.631.63
AZ 48 22.83580
18.98482.0
0.74819.00
0.59115.00
14.48306.5
93.81139.60
49.28240.60
89.34800
103.35553
847.1115670
6.231.90
1.631.63
AZ 50 22.83580
19.02483.0
0.78720.00
0.63016.00
15.22322.2
98.58146.70
51.80252.9
93.35015
108.25816
886.5121060
6.231.90
1.631.63
AZAZ Hot Rolled Steel Sheet Pile
Technical Hotline: 1-866-875-9546 / [email protected]
Available Steel Grades
AMERICAN CANADIAN EUROPEAN
ASTMYIELD STRENGTH
CSA G40.21YIELD STRENGTH
EN 10248YIELD STRENGTH
(ksi) (MPa) (ksi) (MPa) (ksi) (MPa)
A 328 39 270 Grade 260 W 38 260 S 240 GP 35 240
A 572 Grade 42 42 290 Grade 300 W 43 297 S 270 GP 39 270
A 572 Grade 50 50 345 Grade 350 W 51 355 S 320 GP 46 315
A 572 Grade 55 55 380 Grade 400 W 58 400 S 355 GP 51 355
A 572 Grade 60 60 415 S 390 GP 57 390
A 572 Grade 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.
Corner Piles
Delivery Conditions & Tolerances
ASTM A 6 EN 10248
Mass ± 2.5% ± 5%
Length + 5 inches – 0 inches ± 200 mm
Height ± 7 mm
Thickness ≤ 8.5 mm ± 0.5 mm
> 8.5 mm ± 6%
Width ± 2%
Double Pile Width ± 3%
Straightness 0.2% of the length
Ends out of Square 2% of the width
Maximum Rolled Lengths*
AZ 101.7 feet (31.0 m)
C 9 59.1 feet (18.0 m)
C 14 59.1 feet (18.0 m)
Delta 13 59.1 feet (18.0 m)
Omega 18 52.0 feet (16.0 m)
* Longer lengths may be possible upon request.
AZAZ Hot Rolled Steel Sheet Pile
C 14Grade: S 355 GPWeight: 9.68 lb/ft
(14.4 kg/m)
Omega 18Grade: S 430 GPWeight: 12.10 lb/ft
(18.0 kg/m)
C 9Grade: S 355 GPWeight: 6.25 lb/ft
(9.3 kg/m)
Delta 13Grade: S 355 GPWeight: 8.73 lb/ft
(13.0 kg/m)
SKACAZ sheet to Cold Formed sheet
Grade: A 572 Grade 50Weight: 9.67 lb/ft
(14.4 kg/m)
SKAPAZ sheet to PZ sheet
Grade: A 572 Grade 50Weight: 8.95 lb/ft
(13.3 kg/m)
2.50"(63.5 mm)
SKAC
1.61"(40.9 mm)
SKAP
Transitional Piles
Technical Hotline: 1-866-875-9546 / [email protected] 7
SECTION
Width* (w)
in(mm)
Web (tw)
in(mm)
Maximum Interlock Strength
k/in(kN/m)
Minimum Rotation**
(α)
Degrees(Degrees)
Cross Sectional
Area
in2/ft(cm2/m)
WEIGHT Elastic Section Modulus
in3/sheet(cm3/sheet)
Moment of Inertia
in4/sheet(cm4/sheet)
COATING AREA
Pile
lb/ft(kg/m)
Wall
lb/ft2
(kg/m2)
Both Sides
ft2/ft of single(m2/m)
Wall Surface
ft2/ft2 of wall(m2/m2)
AS 5009.5
19.69500
0.3759.5
17.13000
4.54.5
7.71163.2
43.0164.0
26.22128
2.337
4.1170
3.771.15
1.151.15
AS 500 11.0
19.69500
0.43311.0
20.03500
4.54.5
8.50180.0
47.4670.6
28.88141
3.049
4.5186
3.771.15
1.151.15
AS 500 12.0
19.69500
0.47212.0
28.55000
4.54.5
8.94189.2
49.9374.3
30.52149
3.151
4.7196
3.771.15
1.151.15
AS 500 12.5
19.69500
0.49212.5
31.45500
4.54.5
9.19194.5
51.2776.3
31.34153
3.151
4.8201
3.771.15
1.151.15
AS 500 12.7
19.69500
0.50012.7
31.45500
4.54.5
9.28196.4
51.8177.1
31.54154
3.252
4.9204
3.771.15
1.151.15
* Use 503 mm for template construction and layout drawings. ** Guaranteed rotation decreases to 4.0 degrees for piles over 65.6 feet (20.0 m) in length.
Pre-bent piles are available to achieve a tighter radius in the cells and arcs.
ASAS Hot Rolled Steel Sheet Pile
Technical Hotline: 1-866-875-9546 / [email protected]
ASAS Hot Rolled Steel Sheet Pile
Available Steel Grades
AMERICAN CANADIAN EUROPEAN
ASTMYIELD STRENGTH
CSA G40.21YIELD STRENGTH
EN 10248YIELD STRENGTH
(ksi) (MPa) (ksi) (MPa) (ksi) (MPa)
A 328 39 270 Grade 260 W 38 260 S 240 GP 35 240
A 572 Grade 42 42 290 Grade 300 W 44 300 S 270 GP 39 270
A 572 Grade 50 50 345 Grade 350 W 50 345 S 320 GP 46 315
A 572 Grade 55 55 380 Grade 400 W 58 400 S 355 GP 51 355
A 572 Grade 60 60 415 S 390 GP 57 390
A 572 Grade 65 65 450 S 430 GP 62 430
A 690 50 345
A 690 57 390
Junction Piles
Delivery Conditions & Tolerances
ASTM A 6 EN 10248
Mass ± 2.5% ± 5%
Length + 5 inches – 0 inches ± 200 mm
Height ± 5 mm
Thickness ± 6%
Width ± 2%
Straightness 0.2% of the length
Ends out of Square 2% of the width
Maximum Rolled Lengths*
AS 101.7 feet (31.0 m)
* Longer lengths may be possible upon request.
Technical Hotline: 1-866-875-9546 / [email protected] 9
SECTION
Width (w)
in(mm)
Height (h)
in(mm)
THICKNESSCross
Sectional Area
in2/ft(cm2/m)
WEIGHT SECTION MODULUS
Moment of Inertia
in4/ft(cm4/m)
COATING AREA
Flange(tf)
in(mm)
Wall (tw)
in(mm)
Pile
lb/ft(kg/m)
Wall
lb/ft2
(kg/m2)
Elastic
in3/ft(cm3/m)
Plastic
in3/ft(cm3/m)
Both Sides
ft2/ft of single(m2/m)
Wall Surface
ft2/ft2 of wall
(m2/m2)
PZ 22 22.0559
9.0229
0.3759.50
0.3759.50
6.47136.9
40.360.0
22.0107.4
18.1973
21.791171.4
84.3811500
4.481.37
1.221.22
PZ 27 18.0457
12.0305
0.3759.50
0.3759.50
7.94168.1
40.560.3
27.0131.8
30.21620
36.491961.9
184.2025200
4.481.37
1.491.49
PZ 35 22.6575
14.9378
0.60015.21
0.50012.67
10.29217.8
66.098.2
35.0170.9
48.52608
57.173073.5
361.2249300
5.371.64
1.421.42
PZ 40 19.7500
16.1409
0.60015.21
0.50012.67
11.77249.1
65.697.6
40.0195.3
60.73263
71.923866.7
490.8567000
5.371.64
1.641.64
PZ/PSPZ/PS Hot Rolled Steel Sheet Pile
SECTION
Width (w)
in(mm)
Web (tw)
in(mm)
Maximum Interlock Strength
k/in(kN/m)
Minimum Cell
Diameter*
ft(m)
Cross Sectional
Area
in2/ft(cm2/m)
WEIGHT Elastic Section Modulus
in3/sheet(cm3/sheet)
Moment of Inertia
in4/sheet(cm4/sheet)
COATING AREA
Pile
lb/ft(kg/m)
Wall
lb/ft2
(kg/m2)
Both Sides
ft2/ft of single(m2/m)
Wall Surface
ft2/ft2 of wall(m2/m2)
PS 27.5 19.69500
0.410.2
244800
309.14
8.09171.2
45.167.1
27.5134.3
3.354
5.3221
3.651.11
1.111.11
PS 31 19.69500
0.512.7
244800
309.14
9.12193.0
50.975.7
31.0151.4
3.354
5.3221
3.651.11
1.111.11
* 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.
Technical Hotline: 1-866-875-9546 / [email protected]
PZ/PSPZ/PS Hot Rolled Steel Sheet Pile
Available Steel Grades
PZ PS
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH INTERLOCK STRENGTH
(ksi) (MPa) (ksi) (MPa) (k/in) (kN/m)
A 328 39 270 A 328 39 270 16 2800
A 572 Grade 50 50 345 A 572 Grade 50 50 345 20 3500
A 572 Grade 60 60 415 A 572 Grade 60 60 415 24 4200
A 572 Grade 65 65 450 A 572 Grade 65 65 450 24 4200
A 588 50 345 A 588 50 345 20 3500
A 690 50 345 A 690 50 345 20 3500
Corner and Junction Piles
Delivery Conditions & Tolerances
ASTM A 6
Mass ± 2.5%
Length + 5 inches – 0 inches
Maximum Rolled Lengths*
PZ 85 feet for singles, 70 feet for pairs (25.9 m, 21.3 m)
PS 65 feet (19.8 m)
* Longer lengths may be possible upon request.
4"(101.6 mm)
4"(101.6 mm)
1.46"(37.1 mm)
9.84"(250.0 mm)
9.84"(250.0 mm)
9.84"(250.0 mm)
9.84"(250.0 mm)
10.16"(258.0 mm)
5.91"(150.0 mm)
120º Y Pile
SKPT SKPF SKPM
for H-Piles for H-Piles
SKP90
30º Y Pile
Female or Male Corner
FC - MC -
90º T Pile
T Pile
30º - 45º90º
120º
α
α α
α
1.24"(31.5 mm)
SKP45
135º2.05"
(52.1 mm)
0.70"(17.8 mm) 90º 90º
Length of T andAngle Varies
1.23"(31.2 mm)
1.76"(52.1 mm)
for Sheet Piles
0.96"(24.4 mm)
for Pipe Piles
Pipe Pile
0.96" (24.4 mm)
0.96" (24.4 mm) 1.26" (32.0 mm)HP or WF HP or WF
for Sheet Piles
1.26"(32.0 mm)
for Pipe Piles
Pipe Pile
1.26" (32.0 mm)
1.61"(40.9 mm)
SKAP
2.19"(55.6 mm)
SKPC
Transitional Piles
SKAPAZ sheet to PZ sheet
Grade: A 572 Grade 50Weight: 8.95 lb/ft
(13.3 kg/m)
Grade: A 572 Grade 50Weight: 8.97 lb/ft
(13.3 kg/m)
Grade: A 572 Grade 50Weight: 9.08 lb/ft
(13.5 kg/m)
Grade: A 572 Grade 50Weight: 11.30 lb/ft
(16.8 kg/m)
Grade: A 572 Grade 50Weight: 6.13 lb/ft
(9.1 kg/m)
Grade: A 572 Grade 50Weight: 4.95 lb/ft
(7.4 kg/m)
SKPCPZ sheet to Cold Formed sheet
Grade: A 572 Grade 50Weight: 10.32 lb/ft
(15.4 kg/m)
Technical Hotline: 1-866-875-9546 / [email protected] 11
SECTION
Width (w)
in(mm)
Height (h)
in(mm)
Thickness (t)
in(mm)
Cross Sectional
Area
in2/ft(cm2/m)
WEIGHT SECTION MODULUS
Moment of Inertia
in4/ft(cm4/m)
COATING AREA
Pile
lb/ft(kg/m)
Wall
lb/ft2
(kg/m2)
Elastic
in3/ft(cm3/m)
Plastic
in3/ft(cm3/m)
Both Sides
ft2/ft(m2/m)
Coating Area
ft2/ft2
(m2/m2)
SKZ 20 28.50723.9
16.00406.4
0.3158.0
6.00136.20
48.2471.79
20.3199.17
31.691704
36.661970.97
253.5134618
7.602.32
1.601.60
SKZ 22 28.50723.9
16.00406.4
0.3358.5
6.30145.40
51.3076.34
21.60105.46
33.431797
38.942093.55
267.4036515
7.602.32
1.601.60
SKZ 23 28.50723.9
16.00406.4
0.3549.0
6.70162.50
54.2080.66
22.82111.42
35.611915
41.122210.75
284.9038905
7.602.32
1.601.60
SKZ 24 28.50723.9
16.00406.4
0.3759.5
7.10179.50
57.4385.47
24.18118.06
37.732028
43.522339.78
301.8041213
7.602.32
1.601.60
SKZ 25 28.50723.9
16.00406.4
0.39910.1
7.60188.00
61.1090.93
25.73125.61
40.142158
46.242486.02
321.1243851
7.602.32
1.601.60
SKZ 31 28.50723.9
18.00457.2
0.45011.4
9.07192.04
73.82109.85
31.08151.75
51.562772
60.513253.29
464.0563369
8.062.46
1.701.70
SKZ 33 28.50723.9
18.00457.2
0.47512.1
9.40198.97
77.64115.54
32.69159.61
54.892951
63.573417.68
494.0367462
8.062.46
1.701.70
SKZ 34 28.50723.9
18.00457.2
0.50012.7
9.89209.25
81.42121.17
34.28167.38
57.623098
66.863594.60
518.6270821
8.062.46
1.701.70
SKZ 36 28.50723.9
18.00457.2
0.53513.6
10.78228.10
86.81129.19
36.55178.46
60.713264
71.583848.17
546.4374619
8.062.46
1.701.70
SKZ 38 28.50723.9
18.00457.2
0.55014.0
11.07234.42
88.95132.37
37.45182.85
62.323350
73.523952.44
560.8576588
8.062.46
1.701.70
SKZSKZ Cold Formed Steel Sheet Pile
Technical Hotline: 1-866-875-9546 / [email protected]
SKZSKZ Cold Formed Steel Sheet Pile
Delivery Conditions & Tolerances
Maximum Rolled Lengths†
SKZ 70 feet (21.3 m)
† Longer lengths may be possible upon request.
Available Steel Grades
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
(ksi) (MPa) (ksi) (MPa)
A 572 Grade 50 50 345 A 572 Grade 65 (Mod)** 80 555
A 572 Grade 55 55 380 A 588 50 345
A 572 Grade 60 60 415 A 690 50 345
A 572 Grade 65* 65 450
*Not available for thicknesses ≥ 0.375” (9.525mm). **Not available for thicknesses > 0.276” (7.0mm).
Corner Piles
2.50"(63.5 mm)
SKAC
2.19"(55.6 mm)
SKPC
0.97"(24.6 mm)
3.04"(77.2 mm) 90º
Transitional Piles
ASTM A6 EN 10249-2
Mass ± 2.5% ± 7%
Length + 5 inches – 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
SKZ 20- SKZ 38A = 5.0 inches (127.0 mm)B =23.5 inches (596.9 mm)
B2 Corner Pile B3 Corner Pile SKC45 SKC90
SKPCPZ sheet to Cold Formed sheet
Grade: A 572 Grade 50Weight: 10.32 lb/ft (15.4 kg/m)
SKACAZ sheet to Cold Formed sheet
Grade: A 572 Grade 50Weight: 9.67 lb/ft (14.4 kg/m)
Grade: A 572 Grade 50Weight: 11.96 lb/ft
(17.8 kg/m)
Grade: A 572 Grade 50Weight: 13.34 lb/ft
(19.9 kg/m)
Technical Hotline: 1-866-875-9546 / [email protected] 13
SECTION
Width (w)
in(mm)
Height (h)
in(mm)
Thickness (t)
in(mm)
Cross Sectional
Area
in2/ft(cm2/m)
WEIGHT SECTION MODULUS
Moment of Inertia
in4/ft(cm4/m)
COATING AREA
Pile
lb/ft(kg/m)
Wall
lb/ft2
(kg/m2)
Elastic
in3/ft(cm3/m)
Plastic
in3/ft(cm3/m)
Both Sides
ft2/ft(m2/m)
Coating Area
ft2/ft2
(m2/m2)
SCZ 14 28.50723.9
10.00254.0
0.2506.4
4.1888.48
33.8150.31
14.2369.50
14.36772
16.32877.4
71.829808
6.101.86
1.281.28
SCZ 16 28.50723.9
10.00254.0
0.2767.0
4.6297.79
37.3755.61
15.7376.82
15.75847
17.97965.9
78.7310751
6.101.86
1.281.28
SCZ 17 29.95760.8
10.13257.3
0.3158.0
5.16109.22
43.8665.27
17.5785.79
16.86906
19.571051.9
88.7712122
6.321.93
1.271.27
SCZ 18 29.95760.8
10.13257.3
0.3358.5
5.49116.21
46.6769.45
18.7091.28
17.86960
20.851121.0
90.4812356
6.321.93
1.271.27
SCZ 19 29.95760.8
10.13257.3
0.3549.0
5.80122.77
49.3073.37
19.7596.43
18.741008
22.061186.0
94.9212962
6.321.93
1.271.27
SCZ 21 29.95760.8
10.13257.3
0.3759.5
6.14129.96
52.1977.67
20.91102.10
19.851067
23.261250.5
100.5513731
6.321.93
1.271.27
SCZ 22 24.02610.0
13.39340.0
0.3158.0
6.43136.20
43.8165.19
21.89106.90
29.761600
33.751814.8
199.1927200
5.911.80
1.481.48
SCZ 23 24.02610.0
13.39340.0
0.3358.5
6.87145.40
46.8469.70
23.35114.00
31.621700
36.081939.9
223.6328900
5.911.80
1.481.48
SCZ 25 24.02610.0
13.39340.0
0.3549.0
7.27153.95
49.6073.80
24.78121.00
33.481800
38.132050.2
224.0830600
5.911.80
1.481.48
SCZ 26 24.02610.0
13.39340.0
0.3759.5
7.68162.50
52.2877.80
26.22128.00
35.341900
40.282165.8
236.5332300
5.911.80
1.481.48
SCZ 29 24.02610.0
13.39340.0
0.41310.5
8.48179.50
57.9286.20
28.88141.00
39.062100
44.492392.2
261.4335700
5.911.80
1.481.48
SCZ 30 24.02610.0
13.39340.0
0.43311.0
8.88188.00
60.6890.30
30.31148.00
40.922200
46.562503.2
273.8837400
5.911.80
1.481.48
SCZSCZ Cold Formed Steel Sheet Pile
Technical Hotline: 1-866-875-9546 / [email protected]
SCZSCZ Cold Formed Steel Sheet Pile
Delivery Conditions & Tolerances
Maximum Rolled Lengths†
SCZ 70 feet (21.3 m)
† Longer lengths may be possible upon request.
Available Steel Grades
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
(ksi) (MPa) (ksi) (MPa)
A 572 Grade 50 50 345 A 572 Grade 65 (Mod)** 80 555
A 572 Grade 55 55 380 A 588 50 345
A 572 Grade 60 60 415 A 690 50 345
A 572 Grade 65* 65 450
*Not available for thicknesses ≥ 0.375” (9.525mm). **Not available for thicknesses > 0.276” (7.0mm).
Corner Piles
SCZ 14 - SCZ 16A = 5.0 inches (127.0 mm)B = 23.5 inches (596.9 mm)
SCZ 17 - SCZ 21A = 5.0 inches (127.0 mm)B = 24.95 inches (633.7 mm)
SCZ 22 - SCZ 30A = 5.0 inches (127.0 mm)B = 19.0 inches (482.6 mm)
ASTM A6 EN 10249-2
Mass ± 2.5% ± 7%
Length + 5 inches – 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
2.50"(63.5 mm)
SKAC
2.19"(55.6 mm)
SKPC
0.97"(24.6 mm)
3.04"(77.2 mm) 90º
Transitional PilesB2 Corner Pile B3 Corner Pile SKC45 SKC90
SKPCPZ sheet to Cold Formed sheet
Grade: A 572 Grade 50Weight: 10.32 lb/ft (15.4 kg/m)
SKACAZ sheet to Cold Formed sheet
Grade: A 572 Grade 50Weight: 9.67 lb/ft (14.4 kg/m)
Grade: A 572 Grade 50Weight: 11.96 lb/ft
(17.8 kg/m)
Grade: A 572 Grade 50Weight: 13.34 lb/ft
(19.9 kg/m)
Technical Hotline: 1-866-875-9546 / [email protected] 15
SECTION
Width (w)
in(mm)
Height (h)
in(mm)
Thickness (t)
in(mm)
Cross Sectional
Area
in2/ft(cm2/m)
WEIGHT SECTION MODULUS
Moment of Inertia
in4/ft(cm4/m)
COATING AREA
Pile
lb/ft(kg/m)
Wall
lb/ft2
(kg/m2)
Elastic
in3/ft(cm3/m)
Plastic
in3/ft(cm3/m)
Both Sides
ft2/ft(m2/m)
Coating Area
ft2/ft2
(m2/m2)
SKL 9 21.65550
3.5490
0.1574.0
2.5353.50
15.5223.10
8.6042.00
2.55137
3.28176.43
4.50615
4.231.29
1.171.17
SKL 10 21.65550
3.5490
0.1774.5
2.8359.90
17.4025.90
9.6347.00
2.88155
3.67197.23
5.09695
4.231.29
1.171.17
SKL 12 21.65550
3.5490
0.2175.5
3.4372.60
21.1031.40
11.6757.00
3.53190
4.42237.66
6.22850
4.231.29
1.171.17
SKS 11 27.56700
5.91150
0.1975.0
3.2969.60
25.6938.23
11.2655.00
6.34341
7.54405.36
18.672550
5.871.79
1.281.28
SKS 13 27.56700
5.91150
0.2175.5
3.6176.40
28.2242.00
12.2960.00
6.98375
8.44454.03
20.482810
5.871.79
1.281.28
SKS 14 27.56700
5.91150
0.2506.4
4.1788.20
32.5848.49
14.1969.27
8.05433
9.48509.87
23.783247
5.871.79
1.281.28
SKS 16 27.56700
5.91150
0.2767.0
4.5796.70
35.6153.00
15.5776.00
8.89478
10.40559.20
26.253585
5.871.79
1.281.28
SKL/SKSSKL/SKS Cold Formed Steel Sheet Pile
Technical Hotline: 1-866-875-9546 / [email protected]
SKL/SKSSKL/SKS Cold Formed Steel Sheet Pile
Corner Piles
Standard Rolled Lengths†
SKL, SKS 70 feet (21.3 m)
† Longer lengths may be possible upon request.
SKL 9-12A = 10.8 inches (275.0 mm)
SKS 11-16A = 13.8 inches (350.0 mm)
Available Steel Grades
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
(ksi) (MPa) (ksi) (MPa)
A 572 Grade 50 50 345 A 572 Grade 65 (Mod)** 80 555
A 572 Grade 55 55 380 A 588 50 345
A 572 Grade 60 60 415 A 690 50 345
A 572 Grade 65* 65 450
*Not available for thicknesses ≥ 0.375” (9.525mm). **Not available for thicknesses > 0.276” (7.0mm).
D1 Corner Piles D3 Corner Piles
Delivery Conditions & Tolerances
ASTM A6 EN 10249-2
Mass ± 2.5% ± 7%
Length + 5 inches – 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
2.50"(63.5 mm)
SKAC
2.19"(55.6 mm)
SKPC
0.97"(24.6 mm)
3.04"(77.2 mm) 90º
Transitional PilesSKC45 SKC90
SKPCPZ sheet to Cold Formed sheet
Grade: A 572 Grade 50Weight: 10.32 lb/ft (15.4 kg/m)
SKACAZ sheet to Cold Formed sheet
Grade: A 572 Grade 50Weight: 9.67 lb/ft (14.4 kg/m)
Grade: A 572 Grade 50Weight: 11.96 lb/ft
(17.8 kg/m)
Grade: A 572 Grade 50Weight: 13.34 lb/ft
(19.9 kg/m)
Combination Wall SystemsCom
bination 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 (HZM 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 HZM and Pipe solutions which give the designer a great deal of flexibility. Each type of system, beam and pipe, have their own advantages. The HZM system is fully interlocking and does not rely on any welded connections. The HZM 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 HZM 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 HZM 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.
Technical Hotline: 1-866-875-9546 / [email protected] 19
Pipe-ZPipe-Z Combined Wall Systems
Pipe AZ System
Combination
Sample*
Sheet Pile Section
PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING
Outside Diameter
inmm
Wall Thickness
inmm
Pipe Weight
lb/ftkg/m
System Width
inmm
System Inertia
in4/ftcm4/m
Section Modulus
in3/ftcm3/m
WEIGHT (Sheet Pile Length/Pipe Length)
Cross Sectional
Area
in2/ftcm2/m
Both Sides of
Wall
ft2/ftm2/m
100%
lb/ft2
kg/m2
80%
lb/ft2
kg/m2
60%
lb/ft2
kg/m2
PAZ24/AZ14-770 AZ14-770 24609.6
0.2506.4
63.4794.5
87.132213.10
36349530
23.51263.4
25.2122.9
21.9106.9
18.690.8
7.39156.4
18.55.6
PAZ24/AZ19-700 AZ19-700 24609.6
0.3759.5
94.71140.9
81.622073.10
60882959
38.72080.6
31.6154.1
28.0136.9
24.5119.7
9.28196.4
18.55.6
PAZ24/AZ26-700 AZ26-700 24609.6
0.50012.7
125.61186.9
81.622073.10
868118464
54.02903.2
40.6198.4
36.2176.8
31.8155.1
11.94252.7
18.95.8
PAZ24/AZ38-700N AZ38-700N 24609.6
0.62515.9
156.17232.4
81.622073.10
1221166738
74.13983.8
49.8243.0
44.4216.8
39.1190.7
14.62309.5
20.16.1
PAZ30/AZ14-770 AZ14-770 30762.0
0.3127.9
99.02147.4
93.132365.50
59781457
33.31790.3
28.1137.4
25.1122.4
22.0107.3
8.45178.9
20.16.1
PAZ30/AZ19-700 AZ19-700 30762.0
0.3759.5
118.76176.7
87.622225.50
836114217
45.62451.6
32.7159.7
29.4143.6
26.1127.6
9.61203.4
20.16.1
PAZ30/AZ26-700 AZ26-700 30762.0
0.50012.7
157.68234.7
87.622225.50
1169159596
62.73370.9
42.2206.3
38.1186.1
34.0165.9
12.41262.7
20.56.3
PAZ30/AZ38-700N AZ38-700N 30762.0
0.62515.9
196.26292.1
87.622225.50
1589216991
83.64494.6
51.9253.2
46.9228.8
41.9204.4
15.20321.7
21.66.6
PAZ36/AZ14-770 AZ14-770 36914.4
0.3759.5
142.81212.5
99.132517.90
989135070
48.52607.5
31.7154.9
28.8140.8
26.0126.7
9.32197.3
21.66.6
PAZ36/AZ19-700 AZ19-700 36914.4
0.43811.1
166.32247.5
93.622377.90
1299177403
62.53360.2
36.7179.2
33.6164.2
30.5149.2
10.78228.2
21.66.6
PAZ36/AZ26-700 AZ26-700 36914.4
0.50012.7
189.75282.4
93.622377.90
1588216868
74.54005.4
43.7213.1
39.8194.2
35.9175.4
12.82271.4
22.16.7
PAZ36/AZ38-700N AZ38-700N 36914.4
0.75019.1
282.62420.6
93.622377.90
2386325828
112.26032.2
59.6291.0
54.9268.2
50.3245.4
17.50370.4
23.27.1
PAZ42/AZ14-770 AZ14-770 421066.8
0.43811.1
194.38289.3
105.132670.30
1589217005
69.13715.0
35.8174.8
33.1161.5
30.4148.2
10.51222.5
23.27.1
PAZ42/AZ19-700 AZ19-700 421066.8
0.50012.7
221.82330.1
99.622530.30
1993272215
85.44593.0
41.2201.0
38.3186.9
35.4172.8
12.10256.1
23.27.1
PAZ42/AZ26-700 AZ26-700 421066.8
0.62515.9
276.44411.4
99.622530.30
2555348961
108.15811.8
51.5251.3
47.8233.5
44.2215.8
15.12320.0
23.77.2
PAZ42/AZ38-700N AZ38-700N 421066.8
0.75019.1
330.72492.2
99.622530.30
3195436303
133.47172.0
61.8301.8
57.4280.3
53.0258.9
18.16384.4
24.87.6
* Additional combinations are available upon request.
Pipe AZ System
Pipe Piles as King Piles with AZ Sheet Piles
threading into C 9 Connectors
Technical Hotline: 1-866-875-9546 / [email protected]
Pipe-ZPipe-Z Combined Wall Systems
Pipe AZ System
Combination
Sample*
Sheet Pile Section
PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING
Outside Diameter
inmm
Wall Thickness
inmm
Pipe Weight
lb/ftkg/m
System Width
inmm
System Inertia
in4/ftcm4/m
Section Modulus
in3/ftcm3/m
WEIGHT (Sheet Pile Length/Pipe Length)
Cross Sectional
Area
in2/ftcm2/m
Both Sides of
Wall
ft2/ftm2/m
100%
lb/ft2
kg/m2
80%
lb/ft2
kg/m2
60%
lb/ft2
kg/m2
PAZ48/AZ19-700 AZ19-700 481219.2
0.50012.7
253.89377.8
105.622682.70
2682366235
102.65516.1
42.5207.4
39.8194.1
37.0180.8
12.48264.2
24.87.6
PAZ48/AZ26-700 AZ26-700 481219.2
0.62515.9
316.52471.0
105.622682.70
3409465486
129.16940.8
53.1259.2
49.7242.5
46.2225.8
15.60330.2
25.27.7
PAZ48/AZ38-700N AZ38-700N 481219.2
0.75019.1
378.83563.8
105.622682.70
4200573544
157.68473.1
63.8311.3
59.6291.1
55.5270.8
18.72396.2
26.38.0
PAZ54/AZ19-700 AZ19-700 541371.6
0.56314.3
321.33478.2
111.622835.10
3908533601
135.67290.3
47.4231.7
44.9219.1
42.3206.5
13.95295.3
26.38.0
PAZ54/AZ26-700 AZ26-700 541371.6
0.62515.9
356.61530.7
111.622835.10
4439606154
152.08172.0
54.6266.3
51.3250.5
48.1234.7
16.03339.3
26.88.2
PAZ54/AZ38-700N AZ38-700N 541371.6
0.75019.1
426.93635.3
111.622835.10
5433741920
184.39908.5
65.5319.8
61.6300.7
57.7281.5
19.25407.5
27.98.5
PAZ60/AZ19-700 AZ19-700 601524.0
0.62515.9
396.70590.4
117.622987.50
5517753432
171.99241.9
52.7257.4
50.3245.4
47.8233.5
15.50328.1
27.98.5
PAZ60/AZ26-700 AZ26-700 601524.0
0.75019.1
475.04706.9
117.622987.50
6670910802
236.512715.0
63.9311.7
60.8296.7
57.7281.7
18.76397.1
28.48.6
PAZ60/AZ38-700N AZ38-700N 601524.0
0.81320.6
514.08765.0
117.622987.50
73821008072
229.212319.8
71.1346.9
67.3328.8
63.6310.6
20.87441.7
29.59.0
PAZ66/AZ19-700 AZ19-700 661676.4
0.68817.5
480.01714.3
123.623139.90
75691033622
220.511854.8
58.2284.4
55.9273.0
53.6261.6
17.12362.4
29.59.0
PAZ66/AZ26-700 AZ26-700 661676.4
0.75019.1
523.14778.5
123.623139.90
83461139687
240.712940.8
65.4319.4
62.5305.1
59.6290.8
19.22406.8
29.99.1
PAZ66/AZ38-700N AZ38-700N 661676.4
0.81320.6
566.19842.6
123.623139.90
91881254696
262.114092.9
72.7354.8
69.1337.5
65.6320.2
21.36452.1
31.19.5
PAZ72/AZ19-700 AZ19-700 721828.8
0.75019.1
571.25850.1
129.623292.30
101221382242
272.414645.1
64.0312.5
61.8301.6
59.6290.8
18.81398.1
31.19.5
PAZ72/AZ26-700 AZ26-700 721828.8
0.81320.6
618.31920.1
129.623292.30
110481508654
294.915854.8
71.2347.6
68.4334.0
65.6320.4
20.91442.6
31.59.6
PAZ72/AZ38-700N AZ38-700N 721828.8
1.00025.4
758.991129.5
129.623292.30
136111858693
361.819451.5
87.2425.5
83.8409.0
80.4392.5
25.60541.9
32.69.9
PAZ78/AZ26-700 AZ26-700 781981.2
0.87522.2
721.411073.6
135.623444.70
143281956549
355.619118.2
77.2376.8
74.5363.8
71.8350.7
22.67479.8
33.110.1
PAZ78/AZ38-700N AZ38-700N 781981.2
1.00025.4
823.131225.0
135.623444.70
164402245043
405.821817.1
89.0434.4
85.7418.6
82.5402.9
26.10552.4
34.210.4
PAZ84/AZ26-700 AZ26-700 842133.6
0.87522.2
777.531157.1
141.623597.10
170892333670
395.521261.2
78.7384.1
76.1371.6
73.6359.1
23.12489.4
34.710.6
PAZ84/AZ38-700N AZ38-700N 842133.6
1.00025.4
887.271320.4
141.623597.10
195832674218
451.024247.2
90.6442.5
87.5427.4
84.5412.3
26.60563.0
35.810.9
* Additional combinations are available upon request.
Pipe AZ System
Technical Hotline: 1-866-875-9546 / [email protected] 21
Pipe-ZPipe-Z Combined Wall Systems
Pipe PZ System
Pipe PZ System
Combination
Sample*
Sheet Pile Section
PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING
Outside Diameter
inmm
Wall Thickness
inmm
Pipe Weight
lb/ftkg/m
System Width
inmm
System Inertia
in4/ftcm4/m
Section Modulus
in3/ftcm3/m
WEIGHT (Sheet Pile Length/Pipe Length)
Cross Sectional
Area
in2/ftcm2/m
Both Sides of
Wall
ft2/ftm2/m
100%
lb/ft2
kg/m2
80%
lb/ft2
kg/m2
60%
lb/ft2
kg/m2
PPZ24/PZ22 PZ22 24609.6
0.2506.4
63.4794.5
70.221783.59
30241241
21.71166.7
26.5129.5
23.4114.2
20.298.9
7.88166.8
15.24.6
PPZ24/PZ27 PZ27 24609.6
0.50012.7
125.61186.9
62.221580.39
67692313
48.62612.9
42.0205.0
38.4187.6
34.9170.3
12.43263.1
15.24.6
PPZ24/PZ35 PZ35 24609.6
0.62515.9
156.17232.4
71.501815.99
916125087
61.53306.4
50.2245.2
45.4221.8
40.6198.3
14.77312.6
17.05.2
PPZ24/PZ40 PZ40 24609.6
0.75019.1
186.41277.4
65.591665.99
1195163187
80.44322.6
60.2293.7
54.9268.3
49.7242.8
17.75375.7
17.05.2
PPZ30/PZ22 PZ22 30762.0
0.3759.5
118.76176.7
76.221935.99
791108018
48.32596.8
33.1161.8
30.2147.7
27.4133.6
9.81207.6
16.85.1
PPZ30/PZ27 PZ27 30762.0
0.50012.7
157.68234.7
68.221732.79
1060144752
63.63419.3
43.9214.5
40.7198.7
37.5182.9
12.99275.0
16.85.1
PPZ30/PZ35 PZ35 30762.0
0.62515.9
196.26292.1
77.501968.39
1335182305
76.14091.4
52.5256.6
48.1234.9
43.7213.3
15.45327.0
18.65.7
PPZ30/PZ40 PZ40 30762.0
0.75019.1
234.51349.0
71.591818.39
1727235836
98.75306.4
63.2308.4
58.4285.1
53.6261.8
18.64394.5
18.65.7
PPZ36/PZ22 PZ22 36914.4
0.3759.5
142.81212.5
82.222088.39
1045142703
54.32919.3
34.2167.1
31.5154.0
28.9141.0
10.12214.2
18.45.6
PPZ36/PZ27 PZ27 36914.4
0.50012.7
189.75282.4
74.221885.19
1583216172
81.34370.9
45.6222.5
42.6207.9
39.6193.4
13.46284.9
18.45.6
PPZ36/PZ35 PZ35 36914.4
0.62515.9
236.35351.7
83.502120.79
1916261645
94.55080.6
54.5266.2
50.4246.2
46.3226.1
16.03339.3
20.26.1
PPZ36/PZ40 PZ40 36914.4
0.75019.1
282.62420.6
77.591970.79
2461336070
121.76543.0
65.7320.9
61.3299.4
56.9277.9
19.38410.2
20.26.1
PPZ42/PZ22 PZ22 421066.8
0.3759.5
166.86248.3
88.222240.79
1515206886
68.43677.4
35.2171.7
32.7159.5
30.2147.4
10.40220.1
20.06.1
PPZ42/PZ27 PZ27 421066.8
0.50012.7
221.82330.1
80.222037.59
2253307666
100.95424.7
47.0229.3
44.2215.8
41.4202.4
13.87293.6
20.06.1
PPZ42/PZ35 PZ35 421066.8
0.62515.9
276.44411.4
89.502273.19
2670364610
115.86225.8
56.3274.6
52.4255.9
48.6237.2
16.54350.1
21.76.6
PPZ42/PZ40 PZ40 421066.8
0.75019.1
330.72492.2
83.592123.19
3409465527
148.37973.1
67.9331.6
63.8311.6
59.7291.7
20.02423.8
21.76.6
* Additional combinations are available upon request.
Pipe Piles as King Piles with PZ Sheet Piles
threading into SKPF/SKPM Connectors
Technical Hotline: 1-866-875-9546 / [email protected]
Pipe-ZPipe-Z Combined Wall Systems
Pipe PZ System
Combination
Sample*
Sheet Pile Section
PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING
Outside Diameter
inmm
Wall Thickness
inmm
Pipe Weight
lb/ftkg/m
System Width
inmm
System Inertia
in4/ftcm4/m
Section Modulus
in3/ftcm3/m
WEIGHT (Sheet Pile Length/Pipe Length)
Cross Sectional
Area
in2/ftcm2/m
Both Sides of
Wall
ft2/ftm2/m
100%
lb/ft2
kg/m2
80%
lb/ft2
kg/m2
60%
lb/ft2
kg/m2
PPZ48/PZ22 PZ22 481219.2
0.50012.7
253.89377.8
94.222393.19
2749375398
110.65946.2
44.0214.9
41.7203.5
39.3192.1
17.76375.9
21.56.6
PPZ48/PZ27 PZ27 481219.2
0.56314.3
285.25424.5
86.222189.99
3429468258
136.67344.0
52.5256.4
50.0243.9
47.4231.4
14.19300.4
21.56.6
PPZ48/PZ35 PZ35 481219.2
0.62515.9
316.52471.0
95.502425.59
3602491882
139.27483.8
57.8282.0
54.2264.4
50.6246.9
13.99296.1
23.37.1
PPZ48/PZ40 PZ40 481219.2
0.75019.1
378.83563.8
89.592275.59
4567623661
177.59543.0
69.8340.9
66.0322.2
62.2303.6
18.10383.1
23.37.1
PPZ54/PZ22 PZ22 541371.6
0.56314.3
321.33478.2
100.222545.59
4102560162
148.07956.9
49.5241.4
47.3230.7
45.1220.0
18.39389.3
23.17.0
PPZ54/PZ27 PZ27 541371.6
0.62515.9
356.61530.7
92.222342.39
4997682381
178.99618.2
58.4285.1
56.0273.4
53.6261.7
15.85335.5
23.17.0
PPZ54/PZ35 PZ35 541371.6
0.75019.1
426.93635.3
101.502577.99
5573761039
195.510510.7
67.4329.0
64.0312.5
60.6296.0
15.64331.0
24.97.6
PPZ54/PZ40 PZ40 541371.6
0.87522.2
496.92739.5
95.592427.99
6872938428
241.312973.0
80.3391.8
76.7374.4
73.1356.9
21.03445.1
24.97.6
PPZ60/PZ27 PZ27 601524.0
0.62515.9
396.70590.4
98.222494.79
6410875338
207.811172.0
59.7291.6
57.5280.6
55.2269.6
23.00486.8
24.77.5
PPZ60/PZ35 PZ35 601524.0
0.75019.1
475.04706.9
107.502730.39
7140975025
227.412225.7
69.0336.9
65.8321.3
62.6305.7
16.08340.4
26.48.1
PPZ60/PZ40 PZ40 601524.0
1.00025.4
630.71938.6
101.592580.39
99171354247
317.617075.2
91.3445.9
88.0429.4
84.6413.0
21.47454.4
26.48.1
PPZ66/PZ27 PZ27 661676.4
0.68817.5
480.01714.3
104.222647.19
87881200073
260.614010.7
65.9321.6
63.8311.3
61.6300.9
26.21554.8
26.28.0
PPZ66/PZ35 PZ35 661676.4
0.87522.2
609.16906.5
113.502882.79
103271410236
302.516263.4
79.5388.3
76.5373.6
73.5358.8
17.82377.2
28.08.5
PPZ66/PZ40 PZ40 661676.4
1.00025.4
694.851034.1
107.592732.79
124001693321
363.319532.2
93.4455.9
90.2440.4
87.0424.9
24.67522.2
28.08.5
PPZ72/PZ27 PZ27 721828.8
0.75019.1
571.25850.1
110.222799.59
117211600598
320.017204.2
72.2352.6
70.2342.8
68.2333.0
26.84568.1
27.88.5
PPZ72/PZ35 PZ35 721828.8
0.87522.2
665.29990.1
119.503035.19
126951733606
342.518413.9
81.2396.3
78.3382.3
75.4368.3
19.62415.3
29.69.0
PPZ72/PZ40 PZ40 721828.8
1.00025.4
758.991129.5
113.592885.19
152022075957
410.322059.0
95.2464.9
92.2450.2
89.2435.5
25.10531.3
29.69.0
PPZ78/PZ35 PZ35 781981.2
0.81320.6
670.42997.7
125.503187.59
142971952372
356.919188.1
77.8379.8
75.1366.4
72.3353.1
25.36536.8
31.29.5
PPZ78/PZ40 PZ40 781981.2
1.00025.4
823.131225.0
119.593037.59
183282502838
458.424645.0
96.9473.0
94.0459.1
91.2445.1
23.99507.8
31.29.5
PPZ84/PZ35 PZ35 842133.6
0.87522.2
777.531157.1
131.503339.99
182612493689
423.622774.1
84.0410.2
81.4397.4
78.8384.7
25.93548.9
32.710.0
PPZ84/PZ40 PZ40 842133.6
1.00025.4
887.271320.4
125.593189.99
217782973964
507.527284.8
98.4480.3
95.7467.1
92.9453.8
25.81546.3
32.710.0
* Additional combinations are available upon request.
Pipe PZ System
Technical Hotline: 1-866-875-9546 / [email protected] 23
Pipe-ZPipe-Z Combined Wall Systems
Pipe Piles as King Piles with SKZ Sheet Piles
threading into SKCW Connectors
Pipe SKZ System
Pipe SKZ System
Combination
Sample*
Sheet Pile Section
PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING
Outside Diameter
inmm
Wall Thickness
inmm
Pipe Weight
lb/ftkg/m
System Width
inmm
System Inertia
in4/ftcm4/m
Section Modulus
in3/ftcm3/m
WEIGHT (Sheet Pile Length/Pipe Length)
Cross Sectional
Area
in2/ftcm2/m
Both Sides of
Wall
ft2/ftm2/m
100%
lb/ft2
kg/m2
80%
lb/ft2
kg/m2
60%
lb/ft2
kg/m2
PSKZ24/SKZ20 SKZ20 24609.6
0.2506.4
63.4794.5
84.282140.82
45261724
28.31521.5
24.9121.4
21.7106.0
18.590.5
7.34155.4
21.56.5
PSKZ24/SKZ22 SKZ22 24609.6
0.3358.5
84.75126.1
84.282140.82
53973605
34.41849.5
28.8140.5
25.4124.1
22.1107.8
8.48179.5
21.56.5
PSKZ24/SKZ24 SKZ24 24609.6
0.3759.5
94.71140.9
84.282140.82
60081903
38.22055.9
31.9155.9
28.2137.9
24.6119.9
9.42199.4
21.56.5
PSKZ24/SKZ25 SKZ25 24609.6
0.43811.1
110.20164.0
84.282140.82
66891185
42.92308.1
35.2171.8
31.3152.7
27.4133.7
10.38219.7
21.56.5
PSKZ24/SKZ31 SKZ31 24609.6
0.50012.7
125.61186.9
85.352167.80
852116382
53.82891.4
41.6203.1
36.8179.8
32.0156.4
12.23258.9
22.46.8
PSKZ24/SKZ34 SKZ34 24609.6
0.62515.9
156.17232.4
85.352167.80
998136348
63.63420.4
48.2235.2
42.9209.6
37.7184.0
14.18300.1
22.46.8
PSKZ24/SKZ38 SKZ38 24609.6
0.75019.1
186.41277.4
85.352167.80
1133154686
72.83916.1
54.7267.0
49.0239.2
43.3211.4
16.09340.6
22.46.8
PSKZ30/SKZ20 SKZ20 30762.0
0.3158.0
99.96148.8
90.282293.22
69695032
38.02044.6
28.1137.0
25.1122.6
22.2108.2
8.27175.0
23.17.0
PSKZ30/SKZ22 SKZ22 30762.0
0.3759.5
118.76176.7
90.282293.22
796108688
43.92358.1
31.4153.2
28.3138.0
25.1122.7
9.25195.8
23.17.0
PSKZ30/SKZ24 SKZ24 30762.0
0.42510.8
134.37200.0
90.282293.22
858117176
47.12530.6
35.1171.3
31.6154.5
28.2137.6
10.03212.3
23.17.0
PSKZ30/SKZ25 SKZ25 30762.0
0.47512.1
149.92223.1
90.282293.22
980133783
54.22916.1
38.1186.1
34.5168.4
30.8150.6
11.23237.7
23.17.0
PSKZ30/SKZ31 SKZ31 30762.0
0.50012.7
157.68234.7
91.352320.20
1140155713
61.73318.3
43.1210.4
38.6188.5
34.1166.7
12.66268.0
24.07.3
PSKZ30/SKZ34 SKZ34 30762.0
0.62515.9
196.26292.1
91.352320.20
1357185352
74.13985.5
50.3245.5
45.4221.6
40.5197.6
14.80313.3
24.07.3
PSKZ30/SKZ38 SKZ38 30762.0
0.75019.1
234.51349.0
91.352320.20
1561213197
86.04622.0
57.4280.4
52.1254.4
46.8228.4
16.89357.5
24.07.3
PSKZ36/SKZ20 SKZ20 36914.4
0.3759.5
142.81212.5
96.282445.62
1093149314
52.72833.3
31.7154.6
28.9141.0
26.1127.5
9.33197.5
24.67.5
PSKZ36/SKZ22 SKZ22 36914.4
0.42510.8
161.63240.5
96.282445.62
1219166438
59.03171.5
34.8169.7
31.8155.5
28.9141.2
10.25217.0
24.67.5
PSKZ36/SKZ24 SKZ24 36914.4
0.47512.1
180.39268.4
96.282445.62
1356185210
65.63527.9
38.6188.6
35.4172.8
32.2157.1
11.38240.9
24.67.5
PSKZ36/SKZ25 SKZ25 36914.4
0.48512.3
184.13274.0
96.282445.62
1394190391
67.23615.0
40.0195.3
36.6178.7
33.2162.0
11.78249.3
24.67.5
PSKZ36/SKZ31 SKZ31 36914.4
0.50012.7
189.75282.4
97.352472.60
1544210879
73.03923.6
44.4216.7
40.2196.2
36.0175.7
13.05276.2
25.57.8
PSKZ36/SKZ34 SKZ34 36914.4
0.62515.9
236.35351.7
97.352472.60
1861254075
88.64763.4
51.0248.9
46.6227.6
42.2206.2
15.34324.7
25.57.8
* Additional combinations are available upon request.
Technical Hotline: 1-866-875-9546 / [email protected]
Pipe-ZPipe-Z Combined Wall Systems
Pipe SKZ System
Combination
Sample*
Sheet Pile Section
PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING
Outside Diameter
inmm
Wall Thickness
inmm
Pipe Weight
lb/ftkg/m
System Width
inmm
System Inertia
in4/ftcm4/m
Section Modulus
in3/ftcm3/m
WEIGHT (Sheet Pile Length/Pipe Length)
Cross Sectional
Area
in2/ftcm2/m
Both Sides of
Wall
ft2/ftm2/m
100%
lb/ft2
kg/m2
80%
lb/ft2
kg/m2
60%
lb/ft2
kg/m2
PSKZ36/SKZ38 SKZ38 36914.4
0.75019.1
282.62420.6
97.352472.60
2162295292
103.75577.4
58.7286.5
53.9263.2
49.1239.9
17.59372.3
25.57.8
PSKZ42/SKZ20 SKZ20 421066.8
0.42510.8
188.89281.1
102.282598.02
1665227416
71.43837.6
35.2171.9
32.6159.1
30.0146.4
10.38219.7
26.28.0
PSKZ42/SKZ24 SKZ24 421066.8
0.45011.4
199.88297.4
102.282598.02
1787244080
76.04087.6
38.6188.7
35.6173.9
32.6159.0
11.37240.7
26.28.0
PSKZ42/SKZ25 SKZ25 421066.8
0.47512.1
210.85313.8
102.282598.02
1885257379
80.14308.0
40.8199.2
37.6183.5
34.4167.8
12.02254.4
26.28.0
PSKZ42/SKZ31 SKZ31 421066.8
0.50012.7
221.82330.1
103.352625.00
2074283253
86.84664.0
45.5222.3
41.6203.0
37.6183.7
13.39283.4
27.18.3
PSKZ42/SKZ34 SKZ34 421066.8
0.62515.9
276.44411.4
103.352625.00
2521344229
106.25708.6
52.7257.2
48.6237.1
44.4217.0
15.81334.6
27.18.3
PSKZ42/SKZ38 SKZ38 421066.8
0.75019.1
330.72492.2
103.352625.00
2952403060
125.16725.8
60.9297.1
56.4275.2
51.9253.3
18.21385.4
27.18.3
PSKZ48/SKZ20 SKZ20 481219.2
0.48512.3
246.35366.6
108.282750.42
2517343691
97.05212.9
39.6193.4
37.2181.4
34.7169.4
11.66246.8
27.88.5
PSKZ48/SKZ24 SKZ24 481219.2
0.50012.7
253.89377.8
108.282750.42
2625358488
100.45395.1
42.5207.5
39.6193.5
36.8179.4
12.51264.8
27.88.5
PSKZ48/SKZ25 SKZ25 481219.2
0.55014.0
278.98415.2
108.282750.42
2869391841
109.95907.0
46.1225.0
43.1210.2
40.0195.4
13.58287.4
27.88.5
PSKZ48/SKZ31 SKZ31 481219.2
0.62515.9
316.52471.0
109.352777.40
3305451356
125.56747.8
53.4260.9
49.7242.6
46.0224.4
15.70332.3
28.78.7
PSKZ48/SKZ34 SKZ34 481219.2
0.75019.1
378.83563.8
109.352777.40
3905533242
148.88001.0
62.0302.9
57.9282.9
53.9262.9
18.25386.3
28.78.7
PSKZ48/SKZ38 SKZ38 481219.2
1.00025.4
502.43747.7
109.352777.40
5025686147
193.610406.9
77.4377.8
72.9356.0
68.5334.3
22.74481.3
28.78.7
PSKZ54/SKZ20 SKZ20 541371.6
0.55014.0
314.26467.7
114.282902.82
3709506538
129.56963.4
44.7218.1
42.3206.7
40.0195.3
13.15278.3
29.38.9
PSKZ54/SKZ24 SKZ24 541371.6
0.56514.4
322.74480.3
114.282902.82
3841524512
133.27161.8
47.5231.9
44.8218.6
42.1205.3
13.99296.1
29.38.9
PSKZ54/SKZ25 SKZ25 541371.6
0.57514.6
328.39488.7
114.282902.82
3918534972
135.67290.3
48.9238.5
46.0224.5
43.1210.5
14.39304.6
29.38.9
PSKZ54/SKZ31 SKZ31 541371.6
0.68517.4
390.41581.0
115.352929.80
4670637768
160.98650.0
58.3284.8
54.8267.5
51.2250.2
17.14362.8
30.39.2
PSKZ54/SKZ34 SKZ34 541371.6
0.75019.1
426.93635.3
115.352929.80
5103696841
175.69438.1
63.8311.6
59.9292.6
56.1273.7
18.78397.5
30.39.2
PSKZ54/SKZ38 SKZ38 541371.6
1.00025.4
566.57843.2
115.352929.80
6611902783
229.612342.9
80.0390.7
75.8370.1
71.6349.5
23.53498.1
30.39.2
PSKZ60/SKZ20 SKZ20 601524.0
0.61515.6
390.42581.0
120.283055.22
5285721744
168.49052.1
50.0244.3
47.8233.5
45.6222.7
14.72311.6
30.99.4
PSKZ60/SKZ24 SKZ24 601524.0
0.62515.9
396.70590.4
120.283055.22
5404737953
171.19199.9
52.5256.3
49.9243.7
47.3231.1
15.47327.4
30.99.4
PSKZ60/SKZ25 SKZ25 601524.0
0.67517.1
428.07637.0
120.283055.22
5817794426
184.39909.6
56.4275.2
53.6261.9
50.9248.5
16.61351.6
30.99.4
PSKZ60/SKZ31 SKZ31 601524.0
0.68517.4
434.34646.4
121.353082.20
5964814479
187.110058.5
59.8291.9
56.4275.5
53.1259.1
17.58372.1
31.89.7
PSKZ60/SKZ34 SKZ34 601524.0
0.75019.1
475.04706.9
121.353082.20
6517889891
204.210979.5
65.4319.4
61.7301.4
58.0283.4
19.24407.2
31.89.7
PSKZ60/SKZ38 SKZ38 601524.0
1.00025.4
630.71938.6
121.353082.20
84841158566
268.014408.0
82.4402.3
78.4382.8
74.4363.2
24.23512.9
31.89.7
* Additional combinations are available upon request.
Pipe SKZ System
Technical Hotline: 1-866-875-9546 / [email protected] 25
Pipe-ZPipe-Z Combined Wall Systems
SPIRALWELD PIPE
ASTMYIELD STRENGTH
(ksi) (MPa)
A 252 Grade 1 30 205
A 252 Grade 2 35 240
A 252 Grade 3 45 310
A 252 Grade 3 (Mod)* 50-80 345-555
A 588 50 345
A 690 50 345
A 572 50 345
A 709 50 345
A 1011/1018 50 345
Abrasion Resistant Brinell Hardness - 190
*Availability is dependent on pipe diameter and thickness.
C9 CONNECTORS
ASTMYIELD STRENGTH
(ksi) (MPa)
S 355 GP 51 355
A 690 50 345
ROLLED & WELDED PIPE
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
(ksi) (MPa) (ksi) (MPa)
A 36 36 250 A 572 Grade 42 42 290
A 252 Grade 1 30 205 A 572 Grade 50 50 345
A 252 Grade 2 35 240 A 572 Grade 55 55 380
A 252 Grade 3 45 310 A 572 Grade 60 60 415
A 252 Grade 3 (Mod) 50 345 A 572 Grade 65 65 450
A 516 Grade 55 30 205 A 588 50 345
A 516 Grade 60 32 220
A 516 Grade 65 35 240
A 516 Grade 70 38 260
Additional grades available upon request.
SKZ SHEET PILES
ASTMYIELD STRENGTH
(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
A 572 Grade 65 (Mod)† † 80 555
A 690 50 345
A 690 50 345
Available Steel Grades
AZ SHEET PILES
ASTMYIELD STRENGTH
(ksi) (MPa)
A 328 39 270
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 690 50 345
A 690** 57 390
PZ SHEET PILES
ASTMYIELD STRENGTH
(ksi) (MPa)
A 328 39 270
A 572 Grade 50 50 345
A 572 Grade 60 60 415
A 572 Grade 65 65 450
A 588 50 345
A 690 50 345
**Not available for AZ 36-700N and larger. † Not available for thickness ≥ 0.375” (9.525mm). † † Not available for thicknesses > 0.276” (7.0mm).
Technical Hotline: 1-866-875-9546 / [email protected]
Pipe-ZPipe-Z Combined Wall Systems
SPIRALWELD ASTM EN 10248
Pipe Piles ± 1%
Outside Diameter - 5%
Weight/Thickness ± 1 in.
ROLLED & WELDED ASTM EN 10248
Outside Diameter ± 1%
Weight/Thickness Per Specification
Length ± 1 in.
AZ SHEET PILES ASTM EN 10248
Mass ± 2.5% ± 5%
Length + 5 in. – 0 in. ± 200 mm
Height ± 7 mm
Thickness ≤ 8.5 mm > 8.5 mm
± 0.5 mm ± 6%
Width ± 2%
Double Pile Width ± 3%
Straightness 0.2% of the length
Ends out of Square 2% of the width
PZ SHEET PILES ASTM A 6
Mass ± 2.5%
Length + 5 in. -0 in.
SKZ SHEET PILES ASTM
Mass ± 2.5%
Length + 5 in. – 0 in.
Interlock Opening ± 0.08 in.
Straightness 0.2% of the length
Twisting 0.4% of the width
C9 CONNECTORS ASTM EN 10248
Mass ± 2.5% ± 5%
Length + 5 in. – 0 in. ± 200 mm
Height ± 7 mm
Thickness ≤ 8.5 mm > 8.5 mm
± 0.5 mm ± 6%
Width ± 2%
Double Pile Width ± 3%
Straightness 0.2% of the length
Ends out of Square 2% of the width
Spiralweld 130 feet 39.6 m
Rolled & Welded 120 feet 36.6 m
C9 59 feet 18.0 m
SKPF/SKPM Upon request
SKCW Upon request
AZ 102 feet 31.0 m
PZ 85 feet for singles 70 feet for pairs
25.9 m for singles 21.3 m for pairs
SKZ 70 feet 21.3 m
* All sections are readily spliced for longer lengths.
Delivery Conditions & Tolerances
Maximum Rolled Lengths*
Technical Hotline: 1-866-875-9546 / [email protected] 27
HZMHZM Steel Wall Systems
Fully Interlocking System
Hundreds of Combinations
Backside Connectors for Extra Strength
Technical Hotline: 1-866-875-9546 / [email protected]
HZMHZM Steel Wall Systems
SECTION
DIMENSIONS
Suitable Connectorh
in
h1
in
w
in
tmax
in
t
in
s
in
r
in
HZ 880M A 32.73 31.63 18.03 1.14 0.74 0.51 0.79 RZDU 16 RH 16HZ 880M B 32.73 31.79 18.11 1.14 0.82 0.59 0.79 RZDU 16 RH 16HZ 880M C 32.73 31.95 18.11 1.14 0.90 0.59 0.79 RZDU 16 RH 16HZ 1080M A 42.33 41.24 17.87 1.14 0.77 0.63 1.38 RZDU 16 RH 16HZ 1080M B 42.33 41.47 17.87 1.14 0.89 0.63 1.38 RZDU 16 RH 16HZ 1080M C 42.33 41.71 17.95 1.14 1.01 0.71 1.38 RZDU 16 RH 16HZ 1080M D 42.33 42.02 17.99 1.21 1.17 0.75 1.38 RZDU 16 RH 16HZ 1180M A 42.34 - 18.03 1.36 1.22 0.79 1.38 RZDU 16 RH 16HZ 1180M B 42.50 - 18.03 1.44 1.30 0.79 1.38 RZDU 16 RH 16HZ 1180M C 42.65 - 18.07 1.52 1.38 0.83 1.38 RZDU 18 RH 20HZ 1180M D 42.81 - 18.11 1.60 1.46 0.87 1.38 RZDU 18 RH 20
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensionsSectional
Area
in2
Mass
lb/ft
Moment of Inertia Elastic Section Modulus
v
in
v’
in
v’’
in
v’’’
in
u
in
y-y
in4
z-z
in4
y-y*
in3
y-y**
in3
z-z
in3
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 15.82 - 16.36 - 9.02 45.82 155.92 8,571.4 960.8 541.9 - 106.5 1.51 9.73HZ 880M B 15.89 - 16.36 - 9.06 50.87 173.13 9,435.8 1,027.5 593.8 - 113.5 1.51 9.74HZ 880M C 15.97 - 16.36 - 9.06 53.11 180.76 10,012.7 1,065.5 627.0 - 117.8 1.51 9.74HZ 1080M A 20.62 - 21.17 - 8.94 58.00 197.39 16,943.9 944.9 821.7 - 105.9 1.49 11.14HZ 1080M B 20.74 - 21.17 - 8.94 61.63 209.72 18,512.5 1,016.5 892.8 - 113.8 1.49 11.14HZ 1080M C 20.85 - 21.17 - 8.98 68.14 231.88 20,396.5 1,080.2 977.9 - 120.2 1.50 11.15HZ 1080M D 21.01 - 21.17 - 9.00 73.41 249.82 22,231.8 1,127.7 1,058.2 - 125.4 1.50 11.15HZ 1180M A 21.17 - 21.17 - 9.02 77.63 264.18 23,617.8 1,152.0 1,115.8 - 127.8 1.50 11.15HZ 1180M B 21.25 - 21.25 - 9.02 80.46 273.83 24,893.7 1,228.9 1,171.7 - 136.4 1.50 11.18HZ 1180M C 21.33 - 21.33 - 9.04 84.98 289.21 26.434.9 1,314.9 1,239.4 - 145.5 1.51 11.21HZ 1180M D 21.41 - 21.41 - 9.06 89.51 304.63 27,991.5 1,401.9 1,307.7 - 154.7 1.53 11.24
* Referring outside of HZM-flange. ** Referring outside of connector.
HZ-M - King Pile
Solution 100
Technical Hotline: 1-866-875-9546 / [email protected] 29
HZMHZM Steel Wall Systems
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensionsSectional
Area
in2
Mass
lb/ft
Moment of Inertia Elastic Section Modulus
v
in
v’
in
v’’
in
v’’’
in
u
in
y-y
in4
z-z
in4
y-y*
in3
y-y**
in3
z-z
in3
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 15.99 15.64 16.54 16.19 9.02 45.32 154.24 8,441.2 928.3 527.9 - 102.8 1.57 9.73HZ 880M B 16.07 15.72 16.54 16.19 9.06 50.33 171.30 9,293.1 991.8 578.5 - 109.5 1.58 9.74HZ 880M C 16.14 15.81 16.53 16.20 9.06 52.58 178.93 9,870.2 1,030.0 611.8 - 113.8 1.58 9.74HZ 1080M A 20.79 20.44 21.34 20.99 8.94 57.52 195.75 16,729.6 913.7 804.6 - 102.2 1.55 11.14HZ 1080M B 20.92 20.55 21.35 20.98 8.94 61.09 207.89 18,273.4 981.9 873.6 - 109.8 1.56 11.14HZ 1080M C 21.02 20.69 21.33 21.00 8.98 67.60 230.05 20,157.5 1,045.1 959.0 - 116.6 1.56 11.15HZ 1080M D 21.17 20.86 21.32 21.01 9.00 72.87 247.99 21,993.0 1,038.9 1,038.9 - 121.4 1.56 11.15HZ 1180M A 21.32 21.02 21.32 21.02 9.02 77.09 262.34 23,377.3 1,116.4 1,096.6 - 123.9 1.57 11.15HZ 1180M B 21.44 21.06 21.44 21.06 9.02 79.75 271.39 24,572.3 1,181.5 1,146.3 - 131.2 1.58 11.18HZ 1180M C 21.51 21.15 21.51 21.15 9.04 84.26 286.77 26,111.3 1,267.3 1,214.1 - 140.4 1.58 11.21HZ 1180M D 21.67 21.14 21.67 21.14 9.06 88.42 300.92 27,494.2 1,329.8 1,269.0 - 146.8 1.60 11.24
* Referring outside of HZM-flange. ** Referring outside of connector.
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensionsSectional
Area
in2
Mass
lb/ft
Moment of Inertia Elastic Section Modulus
v
in
v’
in
v’’
in
v’’’
in
u
in
y-y
in4
z-z
in4
y-y*
in3
y-y**
in3
z-z
in3
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 15.82 - 16.36 - 9.02 44.83 152.57 8,313.6 895.9 525.7 - 99.5 1.57 9.79HZ 880M B 15.89 - 16.36 - 9.06 49.80 169.47 9,153.8 956.2 576.1 - 105.6 1.58 9.80HZ 880M C 15.97 - 16.39 - 9.06 52.04 177.01 9,730.8 994.2 609.3 - 109.8 1.58 9.80HZ 1080M A 20.62 - 21.17 - 8.94 57.04 194.10 16,518.6 882.4 801.2 - 98.9 1.55 11.20HZ 1080M B 20.74 - 21.17 - 8.94 60.55 206.06 18,038.5 947.3 869.9 - 105.9 1.56 11.20HZ 1080M C 20.85 - 21.17 - 8.98 67.06 228.22 19,922.3 1,010.3 955.3 - 112.6 1.56 11.21HZ 1080M D 21.01 - 21.17 - 9.00 72.33 246.16 21,757.8 1,057.6 1,035.6 - 117.5 1.56 11.21HZ 1180M A 21.17 - 21.17 - 9.02 76.54 260.49 23,139.9 1,080.9 1,093.2 - 119.9 1.57 11.21HZ 1180M B 21.25 - 21.25 - 9.02 79.03 268.94 24,256.4 1,134.5 1,141.5 - 125.7 1.58 11.25HZ 1180M C 21.33 - 21.33 - 9.04 83.55 284.32 25,793.0 1,220.0 1,209.5 - 134.9 1.58 11.28HZ 1180M D 21.41 - 21.41 - 9.06 87.33 297.20 27,009.1 1,257.7 1,261.7 - 138.8 1.60 11.29
* Referring outside of HZM-flange. ** Referring outside of connector.
Solution 102
Solution 104
Technical Hotline: 1-866-875-9546 / [email protected]
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensionsSectional
Area
in2
Mass
lb/ft
Moment of Inertia Elastic Section Modulus
v1
in
v2
in
v3
in
v4
in
u1
in
u2
in
y-y
in4
z-z
in4
y-y*
in3
y-y**
in3
z-z
in3
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 14.02 17.61 15.37 - 9.01 11.14 51.70 175.93 9,868.7 1,504.9 560.5 642.0 135.2 2.04 9.90HZ 880M B 14.27 17.51 15.55 - 9.05 11.18 56.71 192.98 10,738.2 1,573.2 613.0 690.8 140.7 2.05 9.91HZ 880M C 14.41 17.53 15.61 - 9.05 11.18 58.95 200.61 11,320.8 1,611.1 645.3 725.3 144.0 2.05 9.90HZ 1080M A 18.72 22.51 20.07 - 8.93 11.06 63.89 217.43 19,207.5 1,480.7 853.1 956.9 133.9 2.02 11.31HZ 1080M B 18.96 22.51 20.19 - 8.93 11.06 67.46 229.58 20,767.9 1,548.9 922.4 1,028.6 140.1 2.03 11.31HZ 1080M C 19.23 22.48 20.35 - 8.97 11.10 73.97 251.74 22,670.7 1,616.9 1,008.7 1,114.3 145.3 2.03 11.32HZ 1080M D 19.50 22.53 20.46 - 8.99 11.12 79.24 269.67 24,519.0 1,666.9 1,088.7 1,198.8 149.8 2.03 11.32HZ 1180M A 19.73 22.61 20.53 - 9.01 11.14 83.46 284.02 25,912.4 1,693.0 1,146.3 1,262.0 151.9 2.04 11.32HZ 1180M B 19.90 22.60 20.62 - 9.01 11.14 86.12 293.07 27,124.2 1,758.1 1,200.3 1,315.4 157.7 2.04 11.33HZ 1180M C 19.90 22.75 20.66 - 9.03 11.16 91.33 310.81 28,917.9 1,897.5 1,271.1 1,399.6 170.0 2.08 11.36HZ 1180M D 20.13 22.68 20.81 - 9.05 11.18 95.49 324.96 30,333.2 1,962.6 1,337.3 1,457.9 175.4 2.10 11.38
* Referring outside of HZM-flange. ** Referring outside of connector.
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensionsSectional
Area
in2
Mass
lb/ft
Moment of Inertia Elastic Section Modulus
v1
in
v2
in
v3
in
v4
in
u1
in
u2
in
y-y
in4
z-z
in4
y-y*
in3
y-y**
in3
z-z
in3
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 15.79 15.84 17.14 17.20 9.01 11.14 57.44 195.49 11,485.9 2,013.5 725.0 667.9 180.9 2.04 10.67HZ 880M B 15.87 15.92 17.14 17.19 9.05 11.18 62.41 212.38 12,326.0 2,083.2 774.4 716.7 186.4 2.05 10.68HZ 880M C 15.95 16.00 17.14 17.19 9.05 11.18 64.65 220.02 12,903.21 2,121.3 806.7 750.6 189.8 2.05 10.68HZ 1080M A 20.59 20.65 21.94 22.00 8.93 11.06 69.65 237.02 21,900.5 1,981.6 1,060.6 995.3 179.1 2.02 12.08HZ 1080M B 20.71 20.77 21.94 22.00 8.93 11.06 73.16 248.98 23,420.1 2,046.4 1,128.0 1,064.6 185.2 2.03 12.09HZ 1080M C 20.83 20.88 21.94 22.00 8.97 11.10 79.67 271.14 25,304.3 2,118.5 1,211.9 1,150.3 191.0 2.03 12.09HZ 1080M D 20.99 21.04 21.94 22.00 8.99 11.12 84.94 289.07 27,139.6 2,170.7 1,290.0 1,233.6 195.3 2.03 12.09HZ 1180M A 21.15 21.19 21.95 22.00 9.01 11.14 89.15 303.41 28,521.8 2,198.5 1,345.9 1,296.8 197.4 2.04 12.10HZ 1180M B 21.22 21.27 21.95 22.00 9.01 11.14 91.64 311.86 29,638.2 2,252.1 1,393.5 1,347.4 202.3 2.04 12.10HZ 1180M C 21.49 21.16 22.25 21.92 9.03 11.16 98.44 334.99 32,120.9 2,538.7 1,494.5 1,443.5 227.6 2.08 12.21HZ 1180M D 21.57 21.25 22.25 21.93 9.05 11.18 102.22 347.87 33,337.1 2,582.2 1,546.0 1,498.4 231.0 2.10 12.23
* Referring outside of HZM-flange. ** Referring outside of connector.
Solution 12
Solution 14
HZMHZM Steel Wall Systems
Delivery Form
Delivery Form
D = discontinuous weld, a = 6 mm (0.236”), 10% of length (100 mm/m, 3.94” per 3.28 ft) over the whole pile length + 500 mm (19.68”)continuous weld at top and toe
R = continuous weld, a = 6 mm (0.236”), length 500 mm (19.68”) at top and toe only
D = discontinuous weld, a = 6 mm (0.236”), 10% of length (100 mm/m, 3.94” per 3.28 ft) over the whole pile length + 500 mm (19.68”)continuous weld at top and toe
R = continuous weld, a = 6 mm (0.236”), length 500 mm (19.68”) at top and toe only
Technical Hotline: 1-866-875-9546 / [email protected] 31
HZMHZM Steel Wall Systems
Solution 24
Solution 26
Delivery Form
Delivery Form
Form a
Form a
Form b
Form b
D = discontinuous weld, a = 6 mm (0.236”), 10% of length (100 mm/m, 3.94” per 3.28 ft) over the whole pile length + 500 mm (19.68”)continuous weld at top and toe
R = continuous weld, a = 6 mm (0.236”), length 500 mm (19.68”) at top and toe only
D = discontinuous weld, a = 6 mm (0.236”), 10% of length (100 mm/m, 3.94” per 3.28 ft) over the whole pile length + 500 mm (19.68”)continuous weld at top and toe
R = continuous weld, a = 6 mm (0.236”), length 500 mm (19.68”) at top and toe only
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensionsSectional
Area
in2
Mass
lb/ft
Moment of Inertia Elastic Section Modulus
v1
in
v2
in
v3
in
v4
in
u1
in
u2
in
y-y
in4
z-z
in4
y-y*
in3
y-y**
in3
z-z
in3
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 14.83 16.80 16.19 18.16 18.30 20.43 102.27 348.05 19,700.5 11,783.3 1,172.9 1,085.0 576.7 3.75 11.68HZ 880M B 15.00 16.79 16.27 18.07 18.38 20.51 112.20 381.85 21,389.7 12,853.1 1,273.9 1,183.9 626.7 3.77 11.70HZ 880M C 15.11 16.83 16.31 18.03 18.38 20.51 116.69 397.12 22,547.0 13,319.7 1,339.5 1,250.4 649.6 3.77 11.69HZ 1080M A 19.58 21.65 20.94 23.01 18.14 20.27 126.68 431.12 38.283.1 13,659.9 1,767.9 1,663.8 674.0 3.73 13.07HZ 1080M B 19.75 21.72 20.99 22.95 18.14 20.27 133.71 455.04 41,329.7 14,385.9 1,903.0 1,800.5 709.7 3.73 13.08HZ 1080M C 19.96 21.75 21.08 22.87 18.22 20.35 146.73 499.36 45,109.3 15,733.3 2,074.2 1,972.6 773.2 3.74 13.09HZ 1080M D 20.18 21.85 21.14 22.81 18.26 20.39 157.27 535.23 48,787.8 16,792.3 2,233.2 2,139.2 823.5 3.75 13.10HZ 1180M A 20.38 21.96 21.18 22.77 18.30 20.43 165.70 563.90 51,557.9 17,628.8 2,347.6 2,264.9 862.9 3.75 13.10HZ 1180M B 20.48 22.02 21.20 22.74 18.30 20.43 170.66 170.66 580.80 53,793.9 2,443.4 2,365.3 889.1 3.76 13.13HZ 1180M C 20.53 22.12 21.29 22.88 18.38 20.51 181.98 619.31 57,800.8 19,543.1 2,612.4 2,525.8 952.9 3.82 13.17HZ 1180M D 20.64 22.17 21.32 22.85 18.42 20.55 189.55 645.07 60,237.4 20,355.4 2,716.8 2,635.9 990.7 3.86 13.20
* Referring outside of HZM-flange. ** Referring outside of connector.
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensionsSectional
Area
in2
Mass
lb/ft
Moment of Inertia Elastic Section Modulus
v1
in
v2
in
v3
in
v4
in
u1
in
u2
in
y-y
in4
z-z
in4
y-y*
in3
y-y**
in3
z-z
in3
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 15.81 15.82 17.16 17.19 18.31 20.43 108.51 369.28 21,379.6 13,940.3 1,351.1 1,244.0 682.6 3.75 12.39HZ 880M B 15.88 15.91 17.16 17.18 18.38 20.50 118.44 403.08 23,059.9 15,028.4 1,449.6 1,341.9 732.9 3.77 12.41HZ 880M C 15.96 15.98 17.16 17.18 18.38 20.50 122.93 418.35 24,213.8 15,494.9 1,514.9 1,409.0 755.8 3.77 12.41HZ 1080M A 20.60 20.63 21.96 21.99 18.14 20.27 132.92 452.36 41,095.0 15,780.3 1,991.5 1,868.9 778.4 3.73 13.79HZ 1080M B 20.72 20.75 21.96 21.99 18.14 20.27 139.95 476.27 44,134.6 16,506.6 2,127.0 2,007.1 814.4 3.73 13.79HZ 1080M C 20.84 20.87 21.96 21.99 18.22 20.35 152.97 520.59 47,902.7 17,872.2 2,295.4 2,178.6 878.4 3.74 13.80HZ 1080M D 21.00 21.02 21.96 21.99 18.26 20.39 163.51 556.46 51,573.5 18,940.1 2,452.9 2,345.8 929.1 3.75 13.81HZ 1180M A 21.16 21.18 21.96 21.99 18.30 20.43 171.94 585.13 54,338.1 19,785.8 2,565.4 2,471.5 968.8 3.75 13.81HZ 1180M B 21.24 21.26 21.96 21.99 18.30 20.43 176.90 602.03 56,570.9 20,321.3 2,661.0 2,573.1 995.0 3.76 13.82HZ 1180M C 21.41 21.24 22.17 22.00 18.38 20.51 189.81 645.94 61,256.8 22,283.7 2,860.8 2,762.9 1,086.5 3.82 13.95HZ 1180M D 21.49 21.32 22.17 22.00 18.42 20.55 197.37 671.70 63,689.1 23,107.5 2,963.9 2,873.0 1,124.7 3.86 13.99
* Referring outside of HZM-flange. ** Referring outside of connector.
Technical Hotline: 1-866-875-9546 / [email protected]
SECTION
DimensionsSuitable King Pile Sectional
Area
in2
Mass
lb/ft
Moment of Inertia
Elastic Section Modulus Coated Area
h
in
b
in
a
in
ay
in
y-y
in4
z-z
in4
y-y
in3
z-z
in3
Waterside
ft2/ft
Landside
ft2/ft
RZD 16 2.43 3.19 - 1.24 HZ 880M / 1080M / 1180M A-B 3.21 10.89 1.4 2.3 1.1 1.3 0.39 0.20
RZU 16 2.43 3.19 - 1.51 HZ 880M / 1080M / 1180M A-B 3.16 10.82 1.6 2.3 1.1 1.3 0.26 0.33
RH 16 2.43 2.69 0.48 1.28 HZ 880M / 1080M / 1180M A-B 3.12 10.75 2.0 1.3 1.5 1.0 0.33 0.30
RZD 18 2.65 3.35 - 1.41 1100M C-D 3.57 12.16 1.9 2.6 1.3 1.5 0.39 0.23
RZU 18 2.65 3.35 - 1.66 1100M C-D 3.50 12.03 2.2 2.6 1.3 1.5 0.30 0.33
RH 20 2.65 3.12 0.56 1.44 1100M C-D 3.91 13.44 2.9 2.1 2.0 1.3 0.36 0.33
Without other specifications, all the connectors are offered in Grade S 430 GP.
SECTION
Dimensions
PROPERTIES PER SOLUTION
Sectional Area (per double)
in2
Mass
lb/ft
Moment of Inertia
Elastic Section Modulus
Radius of Gyration Coating Area
w
in
h
in
t
in
s
in
y-y
in4
y-y
in3
y-y
in ft2/ft
AZ 14-770 30.31 13.56 0.375 0.375 31.40 106.84 862.2 127.2 5.24 6.10
AZ 19-700 27.56 16.56 0.375 0.375 31.59 107.52 1,324.5 159.8 6.47 6.10
AZ 26-700 27.56 18.11 0.480 0.480 40.63 138.24 2,008.7 221.8 7.03 6.33
AZ - Intermediary Piles
Connectors
HZMHZM Steel Wall Systems
Technical Hotline: 1-866-875-9546 / [email protected] 33
Available Steel Grades
AMERICAN CANADIAN EUROPEAN
ASTMYIELD STRENGTH
CSA G40.21YIELD STRENGTH
EN 10248YIELD STRENGTH
(ksi) (MPa) (ksi) (MPa) (ksi) (MPa)
A 328 39 270 Grade 260 W 38 260 S 240 GP 35 240
A 572 Grade 42 42 290 Grade 300 W 43 297 S 270 GP 39 270
A 572 Grade 50 50 345 Grade 355 W 51 355 S 320 GP 46 315
A 572 Grade 55 55 380 Grade 400 W 58 400 S 355 GP 51 355
A 572 Grade 60 60 415 S 390 GP 57 390
A 572 Grade 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.
HZMHZM Steel Wall Systems
HZM Connectors
Delivery Conditions & Tolerances
HZ & AZ PILES ASTM A 6 EN 10248
Mass ± 2.5% ± 5%
Length + 5 inches – 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%
HZ PILE
Thickness ≤ 12.5 mm + 2.0, -1.0 mm
> 12.5 + 2.5, -1.5 mm
Maximum Rolled Lengths**
HZ 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.
RZD 16HZ 880M, 1080M & 1180M A-BWeight: 10.89 lbs/ft (16.21 kg/m)
RZD 18HZ 1180M C-DWeight: 12.13 lbs/ft (18.05 kg/m)
RH 16HZ 880M, 1080M & 1180M A-BWeight: 10.75 lbs/ft (16.0 kg/m)
RH 20HZ 1180M C-DWeight: 13.44 lbs/ft (20.0 kg/m)
RZU 16HZ 880M, 1080M & 1180M A-BWeight: 10.83 lbs/ft (16.12 kg/m)
RZU 18HZ 1180M C-DWeight: 12.03 lbs/ft (17.90 kg/m)
Technical Hotline: 1-866-875-9546 / [email protected]
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 14-770
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 12.25 1,581.7 89.8 102.9 34.10 37.89 41.68 8.09 15.95HZ 880M B 12.97 1,708.2 97.6 109.8 36.58 40.37 44.15 8.10 15.96HZ 880M C 13.30 1,794.0 102.3 114.9 37.70 41.49 45.28 8.10 15.96HZ 1080M A 14.07 2,963.8 131.7 147.7 40.30 44.09 47.89 8.08 17.36HZ 1080M B 14.60 3,194.3 141.9 158.2 42.09 45.89 49.68 8.08 17.36HZ 1080M C 15.55 3,471.9 154.5 170.7 45.32 49.11 52.91 8.08 17.37HZ 1080M D 16.32 3,742.8 166.2 182.9 47.94 51.73 55.52 8.09 17.37HZ 1180M A 16.93 3,946.4 174.6 192.2 50.03 53.82 57.61 8.09 17.37HZ 1180M B 17.32 4,125.0 182.6 200.0 51.37 55.16 58.95 8.09 17.39HZ 1180M C 18.08 4,387.2 192.9 212.3 53.82 57.67 61.53 8.14 17.42HZ 1180M D 18.68 4,593.6 202.5 220.8 55.87 59.73 63.59 8.16 17.43
* Referring outside of HZM-flange (v’), ** Referring outside of connector (v’’), *** Length of connectors = Length of AZ.
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 14-770
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 13.09 1,820.1 114.9 105.8 35.73 40.15 44.56 8.09 16.72HZ 880M B 13.81 1,942.0 122.0 112.9 38.19 42.60 47.01 8.10 16.73HZ 880M C 14.14 2,026.9 126.8 117.9 39.31 43.72 48.13 8.10 16.73HZ 1080M A 14.92 3,361.5 162.8 152.8 41.94 46.36 50.78 8.08 18.14HZ 1080M B 15.44 3,586.0 172.7 162.9 43.70 48.13 52.55 8.08 18.14HZ 1080M C 16.39 3,860.5 184.9 175.5 46.93 51.35 55.77 8.08 18.14HZ 1080M D 17.16 4,129.2 196.3 187.7 49.55 53.97 58.39 8.09 18.15HZ 1180M A 17.77 4,331.0 204.3 196.9 51.64 56.06 60.47 8.09 18.15HZ 1180M B 18.13 4,495.5 211.3 204.4 52.88 57.30 61.72 8.09 18.15HZ 1180M C 19.13 4,859.1 226.1 218.4 55.81 60.45 65.09 8.14 18.27HZ 1180M D 19.68 5,035.9 233.5 226.4 57.68 62.32 66.96 8.16 18.29
* Referring outside of HZM-flange (highest value of v; v’), ** Referring outside of connector (highest value of v’’; v’’’), *** Length of connectors = Length of AZ.
Combination HZ…M-12 / AZ 14-770
Combination HZ…M-14 / AZ 14-770
HZMHZM Steel Wall Systems
Technical Hotline: 1-866-875-9546 / [email protected] 35
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 14-770
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 16.79 2,669.1 168.6 155.3 49.95 53.54 57.14 9.81 18.44HZ 880M B 17.95 2,866.2 180.2 166.7 53.92 57.51 61.10 9.83 18.46HZ 880M C 18.49 3,004.5 188.0 174.8 55.75 59.34 62.93 9.83 18.46HZ 1080M A 19.78 5,050.9 244.8 229.7 60.11 63.71 67.32 9.78 19.84HZ 1080M B 20.63 5,416.8 261.1 246.4 62.99 66.59 70.20 9.79 19.85HZ 1080M C 22.16 5,861.1 280.9 266.5 68.21 71.81 75.41 9.80 19.86HZ 1080M D 23.41 6,297.4 299.6 286.4 72.47 76.06 79.66 9.80 19.86HZ 1180M A 24.40 6,624.2 312.8 301.3 75.85 79.45 83.04 9.81 19.87HZ 1180M B 25.00 6,892.1 324.2 313.5 77.88 81.47 85.07 9.82 19.88HZ 1180M C 26.50 7,442.7 347.5 335.6 82.64 86.42 90.19 9.87 20.00HZ 1180M D 27.39 7,728.1 359.6 348.6 85.66 89.44 93.21 9.91 20.04
* Referring outside of HZM-flange (highest value of v; v’), ** Referring outside of connector (highest value of v’’; v’’’), *** Length of connectors = Length of AZ.
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 14-770
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 16.04 2,467.6 146.8 135.9 48.42 51.51 54.59 9.81 17.73HZ 880M B 17.21 2,666.1 158.8 147.6 52.39 55.47 58.55 9.83 17.75HZ 880M C 17.74 2,804.8 166.6 155.5 54.22 57.30 60.38 9.83 17.75HZ 1080M A 19.03 4,712.4 217.6 204.8 58.57 61.67 54.76 9.78 19.13HZ 1080M B 19.88 5,079.2 233.9 221.2 61.45 64.55 67.64 9.79 19.14HZ 1080M C 21.41 5,525.4 254.1 241.6 66.68 69.77 72.86 9.80 19.15HZ 1080M D 22.66 5,962.8 273.0 261.4 70.94 74.02 77.11 9.80 19.15HZ 1180M A 23.65 6,290.6 286.4 276.3 74.32 77.41 80.49 9.81 19.15HZ 1180M B 24.25 6,558.9 297.9 288.4 76.35 79.43 82.52 9.82 19.18HZ 1180M C 25.57 7,028.7 317.7 307.1 80.73 83.87 87.00 9.87 19.23HZ 1180M D 26.45 7,314.9 329.9 320.1 83.75 86.89 90.02 9.91 19.26
* Referring outside of HZM-flange (highest value of v; v’), ** Referring outside of connector (highest value of v’’; v’’’), *** Length of connectors = Length of AZ.
Combination HZ…M-26 / AZ 14-770
Combination HZ…M-24 / AZ 14-770
HZMHZM Steel Wall Systems
Technical Hotline: 1-866-875-9546 / [email protected]
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 19-700
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 13.17 1,769.6 100.5 115.1 36.64 40.72 44.81 8.13 15.99HZ 880M B 13.94 1,905.1 108.8 122.6 39.29 43.37 47.45 8.14 15.99HZ 880M C 14.30 1,997.1 113.9 128.0 40.50 44.58 48.66 8.13 15.99HZ 1080M A 15.13 3,252.7 144.5 162.0 43.29 47.38 51.48 8.11 17.40HZ 1080M B 15.69 3,500.0 155.5 173.4 45.21 49.31 53.40 8.12 17.40HZ 1080M C 16.71 3,797.5 169.0 186.7 48.67 52.76 56.85 8.12 17.40HZ 1080M D 17.53 4,087.8 181.4 199.9 51.49 55.57 59.66 8.12 17.41HZ 1180M A 18.19 4,306.1 190.5 209.7 53.73 57.81 61.90 8.12 17.41HZ 1180M B 18.61 4,497.6 199.0 218.1 55.16 59.24 63.33 8.13 17.42HZ 1180M C 19.42 4,778.7 210.1 231.3 57.78 61.94 66.10 8.17 17.45HZ 1180M D 20.07 4,999.8 220.4 240.3 59.99 64.14 68.30 8.19 17.47
* Referring outside of HZM-flange (v’), ** Referring outside of connector (v’’), *** Length of connectors = Length of AZ.
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 19-700
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 14.07 2,025.2 127.9 117.7 38.39 43.14 47.90 8.13 16.76HZ 880M B 14.84 2,155.8 135.4 125.4 41.02 45.77 50.52 8.14 16.77HZ 880M C 15.20 2,247.0 140.4 130.7 42.22 46.97 51.72 8.13 16.77HZ 1080M A 16.04 3,679.4 178.2 167.2 45.05 49.81 54.58 8.11 18.17HZ 1080M B 16.59 3,920.1 188.8 178.2 46.94 51.71 56.47 8.12 18.18HZ 1080M C 17.61 4,214.2 201.8 191.6 50.40 55.16 59.92 8.12 18.18HZ 1080M D 18.43 4,502.4 214.0 204.7 53.21 57.97 62.73 8.12 18.18HZ 1180M A 19.09 4,718.6 222.6 214.6 55.45 60.21 64.96 8.12 18.18HZ 1180M B 19.48 4,895.1 230.1 222.5 56.78 61.54 66.30 8.13 18.19HZ 1180M C 20.55 5,284.8 245.9 237.5 59.92 64.92 69.92 8.17 18.30HZ 1180M D 21.13 5,474.2 253.8 246.1 61.92 66.92 71.92 8.19 18.32
* Referring outside of HZM-flange (highest value of v; v’), ** Referring outside of connector (highest value of v’’; v’’’), *** Length of connectors = Length of AZ.
Combination HZ…M-12 / AZ 19-700
Combination HZ…M-14 / AZ 19-700
HZMHZM Steel Wall Systems
Technical Hotline: 1-866-875-9546 / [email protected] 37
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 19-700
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 17.79 2,883.5 182.2 167.8 52.91 56.73 60.55 9.84 18.48HZ 880M B 19.02 3,091.7 194.4 180.0 57.11 60.92 64.74 9.86 18.50HZ 880M C 19.59 3,238.1 202.6 188.4 59.04 62.86 66.67 9.86 18.50HZ 1080M A 20.96 5,405.5 262.0 245.8 63.67 67.51 71.34 9.82 19.88HZ 1080M B 21.86 5,792.8 279.2 263.5 66.72 70.55 74.39 9.82 19.88HZ 1080M C 23.48 6,262.5 300.1 284.9 72.25 76.07 79.90 9.83 19.89HZ 1080M D 24.80 6,723.8 319.8 305.8 76.75 80.57 84.39 9.84 19.90HZ 1180M A 25.85 7,069.3 333.8 321.5 80.32 84.14 87.96 9.84 19.90HZ 1180M B 26.48 7,352.9 345.9 334.4 82.47 86.29 90.11 9.85 19.91HZ 1180M C 28.07 7,934.8 370.5 357.9 87.51 91.52 95.53 9.91 20.04HZ 1180M D 29.01 8,236.3 383.3 371.5 90.70 94.70 98.71 9.95 20.08
* Referring outside of HZM-flange (highest value of v; v’), ** Referring outside of connector (highest value of v’’; v’’’), *** Length of connectors = Length of AZ.
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 19-700
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 17.00 2,670.3 158.9 147.0 51.29 54.57 57.86 9.84 17.77HZ 880M B 18.23 2,880.0 171.5 159.4 55.49 58.77 62.04 9.86 17.79HZ 880M C 18.80 3,026.7 179.8 167.9 57.43 60.70 63.98 9.86 17.78HZ 1080M A 20.17 5,047.1 233.1 219.4 62.05 65.34 68.63 9.82 19.16HZ 1080M B 21.06 5,435.4 250.3 236.8 65.10 68.39 71.68 9.82 19.17HZ 1080M C 22.68 5,907.1 271.6 258.4 70.63 73.91 77.20 9.83 19.18HZ 1080M D 24.01 6,369.8 291.6 279.3 75.13 78.41 81.69 9.84 19.18HZ 1180M A 25.06 6,716.2 305.8 295.0 78.71 81.99 85.27 9.84 19.19HZ 1180M B 25.69 7,000.2 318.0 307.8 80.85 84.13 87.41 9.85 19.22HZ 1180M C 27.08 7,496.6 338.8 327.5 85.48 88.82 92.15 9.91 19.26HZ 1180M D 28.01 7,799.1 351.7 341.3 88.67 92.01 95.34 9.95 19.29
* Referring outside of HZM-flange (highest value of v; v’), ** Referring outside of connector (highest value of v’’; v’’’), *** Length of connectors = Length of AZ.
Combination HZ…M-26 / AZ 19-700
Combination HZ…M-24 / AZ 19-700
HZMHZM Steel Wall Systems
Technical Hotline: 1-866-875-9546 / [email protected]
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 26-700
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 14.60 1,877.8 106.7 122.1 39.56 44.61 49.67 8.37 16.23HZ 880M B 15.37 2,013.1 114.9 129.5 42.21 47.26 52.31 8.38 16.24HZ 880M C 15.73 2,105.1 120.1 134.9 43.41 48.46 53.52 8.38 16.24HZ 1080M A 16.56 3,361.2 149.3 167.4 46.21 51.28 56.35 8.36 17.64HZ 1080M B 17.12 3,608.3 160.2 178.7 48.14 53.20 58.27 8.36 17.64HZ 1080M C 18.14 3,905.7 173.8 192.0 51.59 56.66 61.72 8.36 17.65HZ 1080M D 18.96 4,196.1 186.3 205.3 54.40 59.46 64.52 8.37 17.65HZ 1180M A 19.62 4,414.2 195.3 215.0 56.64 61.70 66.76 8.37 17.65HZ 1180M B 20.04 4,605.8 203.9 223.4 58.07 63.13 68.19 8.37 17.67HZ 1180M C 20.85 4,886.8 214.8 236.5 60.70 65.83 70.96 8.42 17.70HZ 1180M D 21.50 5,107.8 225.2 245.4 62.90 68.03 73.15 8.44 17.71
* Referring outside of HZM-flange (v’), ** Referring outside of connector (v’’), *** Length of connectors = Length of AZ.
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 26-700
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 15.50 2,133.5 134.7 124.1 41.30 47.03 52.76 8.37 17.00HZ 880M B 16.27 2,263.9 142.2 131.7 43.93 49.65 55.38 8.38 17.01HZ 880M C 16.63 2,355.1 147.2 137.0 45.14 50.86 56.58 8.38 17.01HZ 1080M A 17.47 3,787.7 183.4 172.1 47.97 53.71 59.45 8.36 18.42HZ 1080M B 18.03 4,028.5 194.0 183.1 49.86 55.61 61.35 8.36 18.42HZ 1080M C 19.04 4,322.5 207.0 196.5 53.32 59.05 64.79 8.36 18.42HZ 1080M D 19.86 4,610.6 219.2 209.6 56.13 61.86 67.59 8.37 18.43HZ 1180M A 20.52 4,826.7 227.8 219.4 58.37 64.09 69.82 8.37 18.43HZ 1180M B 20.91 5,003.2 235.2 227.5 59.70 65.43 71.16 8.37 18.43HZ 1180M C 21.97 5,393.0 250.9 242.4 62.84 68.81 74.78 8.42 18.54HZ 1180M D 22.56 5,582.2 258.8 250.9 64.84 70.81 76.77 8.44 18.56
* Referring outside of HZM-flange (highest value of v; v’), ** Referring outside of connector (highest value of v’’; v’’’), *** Length of connectors = Length of AZ.
Combination HZ…M-12 / AZ 26-700
Combination HZ…M-14 / AZ 26-700
HZMHZM Steel Wall Systems
Technical Hotline: 1-866-875-9546 / [email protected] 39
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 26-700
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 18.94 2,970.4 187.7 172.9 55.25 59.86 64.46 10.09 18.72HZ 880M B 20.17 3,178.5 199.9 185.0 59.45 64.04 68.64 10.11 18.74HZ 880M C 20.74 3,324.8 208.0 193.4 61.38 65.98 70.57 10.11 18.74HZ 1080M A 22.11 5,492.6 266.2 249.8 66.02 70.64 75.26 10.06 20.12HZ 1080M B 23.01 5,879.9 283.4 267.4 69.07 73.69 78.31 10.07 20.13HZ 1080M C 24.63 6,349.5 304.3 288.8 74.59 79.20 83.81 10.08 20.14HZ 1080M D 25.95 6,810.8 323.9 309.8 79.09 83.70 88.30 10.08 20.14HZ 1180M A 27.00 7,156.2 337.9 325.5 82.67 87.27 91.87 10.09 20.15HZ 1180M B 27.63 7,439.8 350.0 338.4 84.81 89.41 94.02 10.10 20.16HZ 1180M C 29.22 8,021.5 374.6 361.8 89.85 94.64 99.43 10.15 20.28HZ 1180M D 30.15 8,323.0 387.3 375.4 93.03 97.82 102.61 10.19 20.32
* Referring outside of HZM-flange (highest value of v; v’), ** Referring outside of connector (highest value of v’’; v’’’), *** Length of connectors = Length of AZ.
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
Moment of Inertia
*Elastic Section Modulus
**Elastic Section Modulus *** AZ 26-700
Coating Area
in2/ft in4/ft in3/ft in3/ft
lAZ = 60% lHZ
lb/ft2
lAZ = 80% lHZ
lb/ft2
lAZ = lHZ
lb/ft2
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 18.15 2,757.2 164.1 151.9 53.64 57.70 61.76 10.09 18.01HZ 880M B 19.38 2,966.7 176.7 164.1 57.83 61.89 65.94 10.11 18.03HZ 880M C 19.95 3,113.4 185.0 172.6 59.77 63.82 67.88 10.11 18.03HZ 1080M A 21.32 5,134.3 237.1 223.1 64.40 68.48 72.55 10.06 19.41HZ 1080M B 22.21 5,522.6 254.3 240.6 67.45 71.52 75.60 10.07 19.41HZ 1080M C 23.83 5,994.1 275.6 262.1 72.97 77.04 81.11 10.08 19.42HZ 1080M D 25.15 6,456.7 295.6 283.1 77.47 81.54 85.60 10.08 19.43HZ 1180M A 26.20 6,803.1 309.8 298.8 81.05 85.11 89.17 10.09 19.43HZ 1180M B 26.83 7,087.1 321.9 311.6 83.19 87.26 91.32 10.10 19.46HZ 1180M C 28.22 7,583.3 342.7 331.4 87.82 91.94 96.05 10.15 19.51HZ 1180M D 29.16 7,885.8 355.6 345.0 91.01 95.12 99.23 10.19 19.54
* Referring outside of HZM-flange (highest value of v; v’), ** Referring outside of connector (highest value of v’’; v’’’), *** Length of connectors = Length of AZ.
Combination HZ…M-26 / AZ 26-700
Combination HZ…M-24 / AZ 26-700
HZMHZM Steel Wall Systems
Technical Hotline: 1-866-875-9546 / [email protected]
SECTION
Dimensions
PROPERTIES PER FOOT OF WALL
Coating AreaSectional Area Mass Moment of
Inertia*Elastic Section
Modulus**Elastic Section
Modulus
b
in
v1
in
v2
in
v3
in
v4
in in2/ft lb/ft2 in4/ft in3/ft in3/ft
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 18.70 14.96 16.67 16.31 – 31.28 106.46 5,939.0 356.2 364.1 1.81 9.85HZ 880M B 18.70 15.13 16.66 16.41 – 34.37 116.98 6,464.9 388.1 394.0 1.82 9.85HZ 880M C 18.70 15.24 16.71 16.44 – 35.81 121.88 6,836.8 409.2 415.9 1.82 9.85HZ 1080M A 18.50 19.72 21.52 21.08 – 39.49 134.40 11,736.7 545.5 556.9 1.79 11.26HZ 1080M B 18.50 19.91 21.57 21.14 – 41.82 142.31 12,745.5 591.0 602.8 1.80 11.26HZ 1080M C 18.50 20.10 21.61 21.22 – 45.86 156.08 13,915.7 644.0 655.7 1.80 11.26HZ 1080M D 18.50 20.31 21.71 21.27 – 49.17 167.35 15,075.7 694.3 708.7 1.80 11.26HZ 1180M A 18.70 20.51 21.83 21.31 – 51.79 176.26 15,938.9 730.1 747.9 1.81 11.27HZ 1180M B 18.70 20.65 21.84 21.38 – 53.51 182.11 16,715.1 765.2 781.9 1.82 11.29HZ 1180M C 18.70 20.58 22.07 21.34 – 56.58 192.56 17,798.2 806.4 833.9 1.83 11.34HZ 1180M D 18.70 20.78 22.03 21.46 – 59.12 201.21 18,656.7 846.9 869.3 1.85 11.37
* Referring outside of HZM-flange (v2). ** Referring outside of connector (v3).
SECTION
Dimensions
PROPERTIES PER FOOT OF WALL
Coating AreaSectional Area Mass Moment of
Inertia*Elastic Section
Modulus**Elastic Section
Modulus
b
in
v1
in
v2
in
v3
in
v4
in in2/ft lb/ft2 in4/ft in3/ft in3/ft
Waterside
ft2/ft
Landside
ft2/ft
HZ 880M A 37.40 15.31 16.32 16.67 17.67 31.97 108.81 6,126.0 375.4 346.6 3.53 11.62HZ 880M B 37.40 15.44 16.35 16.72 17.63 35.03 119.21 6,641.1 406.2 376.7 3.55 11.64HZ 880M C 37.40 15.54 16.41 16.73 17.61 36.47 124.12 7,012.4 427.3 398.2 3.54 11.64HZ 1080M A 37.00 20.09 21.14 21.45 22.50 40.19 136.79 12,054.7 570.2 535.9 3.50 13.02HZ 1080M B 37.00 20.24 21.23 21.48 22.47 42.48 144.57 13,045.2 614.5 580.6 3.51 13.03HZ 1080M C 37.00 20.40 21.30 21.52 22.42 46.52 158.33 14,212.4 667.1 633.8 3.52 13.04HZ 1080M D 37.00 20.59 21.43 21.55 22.39 49.84 169.60 15,370.6 717.2 686.4 3.52 13.04HZ 1180M A 37.40 20.77 21.57 21.58 22.37 52.45 178.50 16,231.2 752.6 725.6 3.52 13.05HZ 1180M B 37.40 20.86 21.63 21.59 22.36 54.05 183.95 16,952.4 783.6 758.2 3.54 13.08HZ 1180M C 37.40 20.87 21.78 21.64 22.54 57.37 195.26 18,147.9 833.3 805.2 3.57 13.15HZ 1180M D 37.40 20.97 21.84 21.65 22.52 59.68 203.09 18,888.9 864.9 838.8 3.61 13.18
* Referring outside of HZM-flange (v2). ** Referring outside of connector (v3).
Combination C 23
Combination C 1
HZMHZM Steel Wall Systems
D = discontinuous weld, a = 6 mm (0.236”), 10% of length (100 mm/m, 3.94” per 3.28 ft) over the whole pile length + 500 mm (19.68”)continuous weld at top and toeR = continuous weld, a = 6 mm (0.236”), length 500 mm (19.68”) at top and toe only
D = discontinuous weld, a = 6 mm (0.236”), 10% of length (100 mm/m, 3.94” per 3.28 ft) over the whole pile length + 500 mm (19.68”)continuous weld at top and toe
Form a Form b
Recycled Content: 100% Recyclable: 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-PileH
-Piles
Technical Hotline: 1-866-875-9546 / [email protected] 43
HPSteel H-Pile
SECTION
Weight
lb/ft(kg/m)
Area
in2
(cm2)
Depth d
in(mm)
Flange Width
b
in(mm)
THICKNESSCoating
Area
ft2/ft(m2/m)
ELASTIC PROPERTIES
Flange (tf)
in(mm)
Web (tw)
in(mm)
AXIS X-X AXIS Y-Y
I
in4
(cm4)
S
in3
(cm3)
r
in(cm)
I
in4
(cm4)
S
in3
(cm3)
r
in(cm)
HP 8HP 200
3654
10.668.4
8.02204
8.16207
0.44511.3
0.44511.3
3.921.19
1194953
29.8488
3.368.53
40.31677
9.88162
1.954.95
HP 10HP 250
4263
12.480.0
9.70246
10.10257
0.42010.7
0.41510.5
4.831.47
2108741
43.4711
4.1310.5
71.72984
14.2233
2.416.12
5785
16.7108
9.99254
10.20259
0.56514.4
0.56514.4
4.911.50
29412237
58.8964
4.1810.6
1014204
19.7323
2.456.22
HP 12HP 310
5379
15.5100
11.80300
12.00305
0.43511.0
0.43511.0
5.821.77
39316358
66.71093
5.0312.8
1275286
21.1346
2.867.26
6394
18.4119
11.90302
12.10307
0.51513.1
0.51513.1
5.861.79
47219646
79.11296
5.0612.9
1536368
25.3415
2.887.32
74110
21.8141
12.10307
12.20310
0.61015.5
0.60515.4
5.911.80
56923683
93.81537
5.1113.0
1867742
30.4498
2.927.42
84125
24.6159
12.30312
12.30312
0.68517.4
0.68517.4
5.971.82
65027055
1061737
5.1413.1
2138866
34.6567
2.947.47
HP 14HP 360
73109
21.4138
13.60345
14.60371
0.50512.8
0.50512.8
6.962.12
72930343
1071753
5.8414.8
26110864
35.8587
3.498.86
89132
26.1168
13.80351
14.70373
0.61515.6
0.61515.6
7.022.14
90437627
1312147
5.8814.9
32613569
44.3726
3.538.97
102152
30.1194
14.00356
14.80376
0.70517.9
0.70517.9
7.062.15
105043704
1502458
5.9215.0
38015817
51.4842
3.569.04
117174
34.4222
14.20361
14.90378
0.80520.4
0.80520.4
7.122.34
122050780
1722819
5.9615.1
44318439
59.5975
3.599.12
HP 16HP 410
88131
25.8167
15.30389
15.70399
0.54013.7
0.54013.7
7.522.29
111046201
1452376
6.5616.7
34914526
44.5729
3.689.35
101150
29.9193
15.50394
15.80401
0.62515.9
0.62515.9
7.562.30
130054110
1682753
6.5916.7
41217149
52.2855
3.719.42
121180
35.8231
15.80401
15.90404
0.75019.1
0.75019.1
7.622.32
159066180
2013294
6.6616.9
50420978
63.41039
3.759.53
141210
41.7269
16.00406
16.00406
0.87522.2
0.87522.2
7.692.34
187077835
2343835
6.7017.0
59924932
74.91227
3.799.63
162241
47.7308
16.30414
16.10409
1.00025.4
1.00025.4
7.752.36
219091154
2694408
6.7817.2
69729011
86.61419
3.829.70
183272
54.1349
16.50419
16.30414
1.13028.7
1.13028.7
7.812.38
2510104473
3044982
6.8117.3
81834047
100.01639
3.899.88
HP 18HP 460
135201
39.9257
17.50445
17.80452
0.75019.1
0.75019.1
8.542.60
220091570
2514113
7.4318.9
70629386
79.31299
4.2110.7
157234
46.2298
17.70450
17.90455
0.87022.1
0.87022.1
8.602.62
2570106971
2904752
7.4618.9
83334672
93.11526
4.2510.8
181269
53.2343
18.00457
18.00457
1.00025.4
1.00025.4
8.662.64
3020125701
3365506
7.5319.1
97440541
108.01770
4.2810.9
204304
60.2388
18.30465
18.10460
1.13028.7
1.13028.7
8.732.66
3480144847
3806227
7.6019.3
112046618
124.02032
4.3111.0
Technical Hotline: 1-866-875-9546 / [email protected]
Available Steel Grades
AMERICAN CANADIAN EUROPEAN**
ASTMYIELD STRENGTH
CSA G40.21YIELD STRENGTH
EN 10034YIELD STRENGTH
(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 588 50 345 HISTAR 460 67 460
A 690 50 345
* Standard grade for H-Pile. **HISTAR only available in some sizes.
HPSteel H-Pile
Splicer and H-Pile Point
Delivery Conditions & Tolerances
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 inches)(Length in Feet/10) but not over 0.375 inches
Over 45 Feet (0.375 inches) + (0.125 inches (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†
HPs 100 feet† Longer lengths may be possible upon request.
Splicer H-Pile Point
Recycled Content: 70% Recyclable: 100%
Skyline Steel manufactures two types of pipe, spiralweld, and rolled and welded. Spiralweld plants are located in Camp Hill, PA, Iuka, MS and Longview, WA. Rolled and welded pipe is manufactured in Newton, IL and Longview, WA. The differences in the manufacturing process make each of the products more useful for different applications.
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 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 such a wide variety of sizes, grades, and lengths. It is also easy to splice and can be driven open or closed ended. Closed end pipe can be filled with concrete. The American Society of Civil Engineers (ASCE) recommends a lower safety factor for concrete filled close-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 pieces of plate rolled into cans. The seam of the can is welded and then the separate cans are welded together to make the finished pipe. Rolled and welded pipe can be made in diameters up to sixteen feet and over two inches in thickness.
The size of rolled and welded pipe can be used for different type of projects. Vertical shafts for mines can be lined with large diameter casing. Casing can also be used for the ever increasing size of drilled shafts. Jack and bored pipe, high capacity piles, and tanks are other common uses for rolled and welded pipe.
Applications of Rolled and Welded 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.
PipePipe
Technical Hotline: 1-866-875-9546 / [email protected] 47
PIPE WEIGHT lbs/ft (kg/m)
Outside Diameter (DO)
in (mm)
WALL THICKNESS (t) in (mm)
0.1794.55
0.1884.78
0.2035.16
0.2195.56
0.2506.35
0.3127.92
0.3759.53
0.50012.70
0.62515.88
0.75019.05
1.00025.40
8.625219.1
16.1624.05
16.9625.23
18.2827.20
19.6829.29
22.3833.31
10254.0
18.7927.97
19.7229.35
21.2631.64
22.9034.08
26.0638.78
10.75273.1
20.2330.10
21.2331.59
22.8934.06
24.6536.69
28.0641.76
34.8151.81
40.52 (0.365)60.30
12304.8
22.6233.66
23.7435.33
25.6038.10
27.5841.04
31.4046.73
38.9858.01
46.6069.35
12.75323.9
24.0535.80
25.2537.57
27.2340.52
29.3443.66
33.4149.71
41.4861.74
49.6173.83
14355.6
26.4539.36
27.7641.31
29.9444.56
32.2648.01
36.7554.69
45.6567.94
54.6281.28
72.16107.38
16406.4
30.2745.05
31.7847.29
34.2851.02
36.9554.98
42.0962.64
52.3277.87
62.6493.21
82.85123.29
18457.2
34.1050.75
35.8053.27
38.6257.47
41.6361.95
47.4470.59
58.9987.79
70.65105.15
93.54139.20
20508.0
37.9356.44
39.8259.25
42.9663.93
46.3168.92
52.7878.55
65.6697.72
78.67117.08
104.23155.11
129.45192.64
24609.6
45.5867.83
47.8671.22
51.6476.85
55.6782.85
63.4794.46
79.01117.57
94.71140.94
125.61186.92
156.17232.41
186.41277.40
30762.0
79.51118.32
99.02147.36
118.76176.73
157.68234.65
196.26292.07
234.51348.99
310.01461.35
36914.4
95.54142.18
119.03177.14
142.81212.53
189.75282.38
236.35351.73
282.62420.58
374.15556.80
421067
111.58116.05
139.04206.92
166.86248.32
221.82330.10
276.44411.38
330.72492.17
438.29652.25
481219
127.61189.91
159.05236.70
190.92284.12
253.89377.83
316.52471.04
378.83563.76
502.43747.70
541372
214.97319.91
285.96425.55
356.61530.70
426.93635.35
566.57843.15
601524
239.02355.70
318.03473.28
396.70590.35
475.04706.93
630.71938.60
721829
287.13427.29
382.17568.73
476.87709.67
571.25850.11
758.991129.50
842134
335.23498.88
446.31664.18
557.05828.98
667.46993.29
887.271320.41
962438
510.45759.63
637.22948.30
763.671136.46
1015.551511.31
1082743
574.59855.08
717.401067.61
859.881279.64
1143.831702.21
1203048
638.73950.53
797.571186.92
958.091422.82
1272.111893.11
DO
DI
t
Spiralweld Pipe
Please inquire about other diameters and thicknesses.
APPROXIMATE VALUES
Pipe Weight (lbs/ft) = 10.69*t*(d-t)d (in) - outside diametert (in) - thickness of pipe
Pipe Weight (kg/m) = 0.0247*t*(d-t)d (mm) - outside diametert (mm) - thickness of pipe
Technical Hotline: 1-866-875-9546 / [email protected]
Available Steel Grades
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
(ksi) (MPa) (ksi) (MPa) (ksi) (MPa)
A 139 Grade A 30 205 A 252 Grade 1 30 205 A 588 50 345
A 139 Grade B 35 240 A 252 Grade 2 35 240 A 690 50 345
A 139 Grade C 42 290 A 252 Grade 3 45 310 A 572 50 345
A 139 Grade D 46 315 A 252 Grade 3 (Mod)* 50-80 345-555 A 709 50 345
A 139 Grade E 52 360 A 1011/1018 50 345
Abrasion Resistant Brinell Hardness - 190
*Availability is dependent on pipe diameter and thickness.
Spiralweld Pipe
Easy Weight Calculator (All Dimensions in inches. Density of steel = 0.2836 lbs/in3)
Delivery Conditions & Tolerances**
ASTM
Pipe Piles: ± 1%
Outside Diameter – 5%
Weight/Thickness ± 1 inch
Length
**Tighter specifications may be possible upon request.
Maximum Rolled Lengths***
Spiralweld 130 feet (39.6 m)
*** Longer lengths may be possible upon request.
Rectangles and Squares Rings Circular Plates
A x B x Thickness x 0.2836 = Weight Thickness xπ
x (DO2 - DI
2) x 0.2836 = Weight4
Thickness xπ
x D2 x 0.2836 = Weight4
DO
DI
D
Technical Hotline: 1-866-875-9546 / [email protected] 49
DO
DI
t
Rolled and Welded Pipe
APPROXIMATE VALUES
Pipe Weight (lbs/ft) = 10.69*t*(DO-t)DO (in) - outside diametert (in) - thickness of pipe
Pipe Weight (kg/m) = 0.0247*t*(DO-t)DO (mm) - outside diametert (mm) - thickness of pipe
PIPE WEIGHT lbs/ft (kg/m)Outside
Diameter (DO) in
(mm)
Wall Thickness (t) in (mm)
0.2506.35
0.3127.92
0.3759.52
0.43811.13
0.50012.70
0.56214.27
0.62515.87
0.68817.48
0.75019.05
0.87522.22
1.00025.40
1.25031.75
1.37534.92
1.50 - 2.2538.10 - 57.15
24609.6
63.4794.45
79.01117.58
94.71140.94
110.32164.17
125.61186.93
141.05209.91
156.17232.41
171.45255.15
186.41277.41
30762.0
79.51118.32
99.02147.36
118.76176.73
138.42205.99
157.68234.65
176.86263.20
196.26292.07
215.58320.82
234.51348.99
272.43405.42
310.01461.35
384.17571.71
36914.4
95.54142.18
119.03177.14
142.81212.53
166.51247.79
189.75282.38
212.90316.83
236.35351.73
259.71386.49
282.62420.59
328.55488.94
374.15556.80
464.35691.03
508.94757.39
421067
111.58166.05
139.04206.91
166.86248.32
194.60289.60
221.82330.11
248.95370.48
276.44411.39
303.84452.16
330.72492.17
384.67572.45
438.29652.25
544.52810.34
597.14888.64 Max. wall
thickness of 1.50” (38.1mm).
Please call for weight.
481219
127.61189.90
159.05236.69
190.92284.12
222.70331.41
253.89377.83
285.00424.13
316.52471.03
347.97517.84
378.83563.76
440.80655.98
502.43747.70
624.70929.66
685.331019.89
541372
143.65213.78
179.06266.47
214.97319.91
250.79373.22
285.96425.56
321.04477.76
356.61530.70
392.09583.50
426.93635.34
496.92739.50
566.57843.15
704.871048.96
773.521151.13
601524
159.68237.63
199.08296.26
239.02355.70
278.88415.02
318.03473.28
357.09531.41
396.70590.36
436.22649.17
475.04706.94
553.04823.02
630.71938.60
785.051168.29
861.711282.37
Max. wall thickness of
1.625” (41.3mm).Please call for weight.
661676
175.72261.50
219.09326.04
263.07391.49
306.98456.84
350.10521.01
393.14585.06
436.79650.02
480.35714.84
523.14778.52
609.16906.53
694.851034.05
865.221287.59
949.911413.62
721829
191.75285.36
239.10355.82
287.13427.30
335.07498.64
382.17568.73
429.18638.69
476.87709.66
524.48780.51
571.25850.12
665.29990.06
758.991129.50
945.401406.91
1038.101544.87
Max. wall thickness of
1.75” (44.4mm). Please call for weight.
781981
207.79309.23
259.11385.60
311.18463.09
363.16540.44
414.24616.46
465.23692.34
516.96769.32
568.61846.19
619.35921.70
721.411073.58
823.131224.95
1025.571526.22
1126.291676.11
842134
223.82333.08
279.12415.38
335.23498.88
391.26582.26
446.31664.18
501.28745.99
557.05828.98
612.74911.86
667.46993.29
777.531157.09
887.271320.41
1105.751645.54
1214.481807.35
902286
239.86356.95
299.13445.16
359.28534.67
419.35624.06
478.38711.91
537.32799.62
597.14888.64
656.86977.52
715.561064.87
833.651240.61
951.411415.86
1185.921764.85
1302.681938.61
962438
255.89380.81
319.15474.95
383.34570.47
447.44665.87
510.45759.63
573.37853.27
637.22948.29
700.991043.19
763.671136.47
889.781324.14
1015.551511.31
1266.101884.17
1390.872069.85
Max. wall thickness of
2.00” (50.8mm). Please call for weight.
1022591
271.93404.68
339.16504.73
407.39606.26
475.54707.68
542.52807.36
609.42906.92
677.311007.95
745.121108.86
811.771208.05
945.901407.66
1079.691606.76
1346.272003.47
1479.062201.09
1082743
287.96428.53
359.17534.50
431.44642.05
503.63749.49
574.59855.09
645.46960.55
717.401067.61
789.251174.54
859.881279.65
1002.021491.17
1143.831702.21
1426.452122.80
1567.252332.33
1142896
304.00452.40
379.18564.28
455.49677.85
531.72791.29
606.66902.81
681.511014.20
757.491127.27
833.381240.21
907.981351.23
1210.481801.40
1207.971797.66
1506.622242.10
1655.452463.59
1203048
320.03476.26
399.19594.06
479.55713.65
559.82833.11
638.73950.54
717.561067.85
797.571186.92
877.511305.88
956.091422.82
1274.621896.85
1272.111893.11
1586.802361.42
1743.642594.83
Max. wall thickness of
2.25” (57.1mm).Please call for weight.
1263200
419.20623.84
503.60749.44
587.91874.91
670.80998.26
753.601121.48
837.661246.58
921.631371.54
1004.191494.40
1338.761992.30
1336.251988.56
1666.972480.73
1831.832726.07
1323353
439.22653.63
527.65785.23
616.00916.71
702.871045.99
789.651175.13
877.751306.24
965.761437.21
1052.301566.00
1402.902087.75
1400.392084.01
1747.152600.05
1920.022857.31
1383505
551.70821.02
644.10958.53
734.941093.71
825.701228.78
917.841365.90
1009.891502.88
1100.401637.58
1467.072183.25
1464.532179.47
1827.322719.36
2008.222988.57
1443657.6
575.76856.83
672.191000.33
767.011141.44
861.741282.41
957.921425.54
1054.021568.56
1148.511709.17
1531.182278.65
1528.672274.92
1907.502838.68
2096.413119.81
1503810
599.81892.62
700.281042.13
799.081189.16
897.791336.06
998.011485.21
1098.151634.23
1196.611780.76
1595.322374.10
1592.812370.37
1987.672957.98
2184.603251.05
1563962
623.86928.41
728.381083.95
831.151236.89
933.841389.71
1038.101544.87
1142.281699.90
1244.721852.35
1659.462469.55
1656.952465.82
2067.853077.31
2272.793382.29
1624115
756.471125.75
863.221284.62
969.881443.34
1078.191604.53
1186.401765.56
1292.821923.93
1723.822565.33
1721.092561.27
2148.023196.61
2360.993513.55
1684267
784.561167.56
895.291332.34
1005.931496.99
1118.271664.17
1230.531831.23
1340.931995.53
1787.742660.46
1785.232656.72
2228.203315.93
2449.183644.79
169-2044293 - 5182 Please call for weight.
Technical Hotline: 1-866-875-9546 / [email protected]
Available Steel Grades
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
ASTMYIELD 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.
Rolled and Welded Pipe
Additional Capabilities
Delivery Conditions & Tolerances
ASTM
Outside Diameter ± 1%
Weight/Thickness Per Specification
Length ± 1 inch
Maximum Rolled Lengths*
Rolled & Welded 120 feet (36.6 m)
* Longer lengths may be possible upon request.
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.
Recycled Content: 100% Recyclable: 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 any almost any requirement.
Pile AccessoriesPile Accessories
Technical Hotline: 1-866-875-9546 / [email protected] 53
HP Accessories
Sheet Pile Accessories
Pile Accessories
HP Splicer
HP Point
Sheet Pile Splicer
Sheet Pile Protector
Sheet Pile Protector
HP Point
HP Point
Technical Hotline: 1-866-875-9546 / [email protected]
Pile Accessories
Pipe Accessories
Timber Accessories
Contact Information
Open-Ended Cutting Shoes
Conical Points
Drive-On Pipe Pile Splicer
Outside Flange
Inside Flange (60º)
Backing Ring
Timber Boot Timber Point
Inside Flange
Inside Flange (60º)
Drive-Tite Boot
Associated Pile & FittingTel: (973) 773-8400Toll Free: (800) 526-9047Fax: (973) [email protected]
Recycled Content: 100% Recyclable: 100%
A threaded bar is a long piece of hot-rolled bar with cold-pressed threads. The threads are pressed instead of cut for two reasons. Cut threads disrupt the grain pattern of the steel more than pressed threads, and therefore weaken the bar more. Pressed threads are also easier to manufacture than cut threads.
Applications of Threaded Bar
Threaded bar is used for a wide variety of applications, including tie rods and tie backs, to support retaining walls, which are too high to cantilever. Threaded bar is also used as reinforcement for micropiles and high capacity drilled shafts. Its advantage over traditional reinforcement is that it can be made in much higher grades and is coupled (versus being tied). In addition to its use in traditional deep foundations, threaded bar is also suitable for soil nails, rock bolts, roof bolts, and reinforcement of post-tensioned slabs.
Threaded BarThreaded Bar
Technical Hotline: 1-866-875-9546 / [email protected] 57
Threaded Bar - Grade 75
Bar Designation
Nominal Diameter
in(mm)
Minimum Net Area Thru Threads
in2
(mm2)
Minimum Ultimate Strength
kips(kN)
Minimum Yield Strength
kips(kN)
Nominal Weight
lbs/ft(kg/m)
Approx. Major Thread Diameter
in(mm)
Thread Orientation*
Max. Length
ft(m)
#6† 3/420
0.440284.0
44195.7
33146.8
1.502.2
7/822.2 Left Hand 60
18.3
#7† 7/822
0.600387.0
60266.9
45200.2
2.003.0
125.4 Left Hand 60
18.3
#8 1 25
0.790510.0
79351.4
59.3263.8
2.704.0
1 1/828.5 Left Hand 60
18.3
#9 1 1/8 28
1.000645.0
100444.8
75333.6
3.405.1
1 1/432.0 Left Hand 60
18.3
#10 1 1/432
1.270819.0
127564.9
95.3423 .9
4.306.4
1 3/835.0 Left Hand 60
18.3
#11 1 3/8 35
1.5601006.0
156694.0
117520.5
5.307.9
1 1/238.1 Left Hand 60
18.3
#14 1 3/4 45
2.2501452.0
2251000.9
168.7750.4
7.6511.4
1 7/847.6 Right Hand 60
18.3
#18 2 1/455
4.0002581.0
4001779.4
3001334.5
13.6020.2
2 7/16 62.0 Right Hand 60
18.3
#20 2 1/264
4.9103168.0
4912184.0
3681637.0
16.6924.8
2 3/4 70.0 Right Hand 60
18.3
#24 376
7.0704417.0
7073142.0
5302356.0
24.1035.9
3 1/4 82.6 Right Hand 60
18.3
#28 3 1/2 89
9.6106200.0
9604274.0
7203206.0
32.7048.7
3 3/4 95.3 Right Hand 60
18.3
#6-#18: ASTM A615. #20-#28: Meet physical properties. *Other thread orientation available upon request. † Call for availability
Threaded Bar - Grade 150
Nominal Diameter
in(mm)
Minimum Net Area Thru Threads
in2
(mm2)
Minimum Ultimate Strength
kips(kN)
Minimum Yield Strength
kips(kN)
Nominal Weight
lbs/ft(kg/m)
Approx. Major Thread Diameter
in(mm)
Thread Orientation*
Max. Length
ft(m)
126
0.850549
128567
102454
3.14.6
1 1/828.6 Left Hand 60
18.31 1/432
1.250807
188834
150667
4.56.7
1 1/238.1 Left Hand 60
18.31 3/836
1.5801019
2371054
190843
5.78.5
1 5/841.3 Left Hand 60
18.31 3/446
2.6001664
4001779
3201423
9.113.5
250.8 Left Hand 50
15.22 1/265
5.1903350
7783457
6222766
18.327.2
2 3/469.9 Left Hand 50
15.23
757.0604169
10594702
8473766
24.035.7
3 1/482.6 Left Hand 50
15.2
1 inch to 1 3/8 inch: ASTM A-722. 1 3/4 inch to 3 inches: Certified ksi only. *Other thread orientation available upon request.
Approx. MajorThread Diameter
Approx. MajorThread Diameter
Threaded Bar and Accessories
Technical Hotline: 1-866-875-9546 / [email protected]
Threaded Bar Connectors
Grade 75 Bar
Bar Designation
OD
in(mm)
L
in(mm)
#6 1.25031.8
3.50088.9
#7 1.37534.9
4.000101.6
#8 1.62541.3
4.500114.3
#9 1.87547.6
5.000127.0
#10 2.12554.0
5.500139.7
#11 2.25057.2
6.000152.4
#14 2.87573.0
7.875200.0
#18 3.50088.9
9.125231.8
#20 4.000101.6
9.500241.3
#24 4.750120.6
10.750243.0
#28 5.500139.7
12.000304.8
Grade 150 Bar
Nominal Diameter
in(mm)
OD
in(mm)
L
in(mm)
126
1.75044.5
4.250108.0
1 1/432
2.12554.0
5.250133.4
1 3/836
2.37560.3
5.750146.1
1 3/446
3.00076.2
8.500215.9
2 1/265
4.250108.0
10.000254.0
375
5.000127.0
12.000308.0
Hex Nuts (Full and Jam Nuts)
Grade 75 Bar
Bar Designation
A
in(mm)
B
in(mm)
C
in(mm)
#6 1.25031.8
1.62541.3
0.3759.5
#7 1.43836.5
1.75044.5
0.43811.1
#8 1.62541.3
2.00050.8
0.50012.7
#9 1.75044.5
2.00050.8
0.56314.3
#10 2.00050.8
2.18755.5
0.62515.9
#11 2.25057.2
2.50063.5
0.68817.5
#14 2.75069.9
3.25082.6
0.93823.8
#18* 3.50088.9
3.50088.9
1.00025.4
#20* 4.000101.6
4.000101.6
1.12528.6
#24** 4.750120.6
4.500114.3
1.50038.1
#28** 5.500139.7
6.000152.4
1.56339.7
*Round collar nut available **Round collar nut with flats
Grade 150 Bar
Nominal Diameter
in(mm)
A
in(mm)
B
in(mm)
C
in(mm)
126
1.75044.5
2.00050.8
0.50012.7
1 1/432
2.25057.2
2.50063.5
0.62515.9
1 3/836
2.50063.5
2.75069.9
0.75019.1
1 3/446
3.00076.2
3.50088.9
1.25031.8
2 1/265
4.000101.6
4.750120.7
1.00025.4
3*75
5.000127.0
6.125155.6
2.00050.8
*Round collar nut with flats with outside diameter of 5” (127mm).
Threaded Bar and Accessories
Technical Hotline: 1-866-875-9546 / [email protected] 59
Hardened Washers
Grade 75 Bar
Bar Designation
A
in(mm)
B
in(mm)
C
in(mm)
#6 1.75044.5
1.13028.6
0.1503.8
#7 2.00050.8
1.25031.8
0.1503.8
#8 2.25057.2
1.38034.9
0.1503.8
#9 2.25057.2
1.50038.1
0.1503.8
#10 2.25057.2
1.63041.3
0.1503.8
#11 3.00076.2
1.75044.5
0.2205.6
#14 3.37585.7
2.13054.0
0.2807.1
#18 4.600116.8
2.63066.7
0.2807.1
#20 5.000127.0
3.00076.2
0.2807.1
#24 5.500139.7
3.50088.9
0.2807.1
#28 6.000152.4
4.000101.6
0.3138.0
Grade 150 Bar
Nominal Diameter
in(mm)
A
in(mm)
B
in(mm)
C
in(mm)
126
2.25057.2
1.25031.8
0.1564.0
1 1/432
2.75069.9
1.50038.1
0.1564.0
1 3/836
3.00076.2
1.62541.3
0.1564.0
1 3/446
3.75095.3
2.13054.1
0.2185.5
2 1/265
5.000127.0
2.87573.0
0.2185.5
375
6.000152.4
3.37585.7
0.3138.0
Grade 75 Bar
Bar Designation
A
in(mm)
B
in(mm)
C
in(mm)
D
in(mm)
Bevel
degrees
#6 1.7544.5
0.87522.2
0.2506.4
0.1253.2 15
#7 1.7544.5
1.12528.6
0.2506.4
0.1253.2 15
#8 1.7544.5
1.2531.8
0.2706.9
0.1884.8 15
#9 2.62566.7
1.2531.8
0.8020.3
0.348.6 15
#10 2.7544.5
1.6341.4
1.6441.7
0.235.8 15
#11 3.0978.4
1.7544.5
1.6441.7
0.235.8 15
#14 4.00101.6
2.1354.1
1.6441.7
0.2310.9 15
#18 4.60116.8
2.6366.7
1.2531.8
0.379.4 10
#20 5.00127.0
3.0076.2
1.7544.5
0.4310.9 10
#24 7.50190.5
3.5088.9
1.7544.5
0.4310.9 10
#28 8.00203.2
4.00101.6
2.2557.2
0.8421.3 10
Grade 150 Bar
Nominal Diameter
in(mm)
A
in(mm)
B
in(mm)
C
in(mm)
D
in(mm)
Bevel
degrees
126
2.62566.7
1.2531.8
1.6441.7
0.235.8 15
1 1/432
2.75069.9
1.6341.4
1.6441.7
0.239.4 15
1 3/836
3.09078.5
1.7544.5
1.6441.7
0.2310.9 15
1 3/446
4.000101.6
2.1354.1
1.6441.7
0.2310.9 15
2 1/265
5.000127.0
3.0076.2
1.7544.5
0.4310.9 10
375
8.000203.2
3.5088.9
1.7544.5
0.4310.9 10
Round Beveled Washers
Threaded Bar and Accessories
Technical Hotline: 1-866-875-9546 / [email protected]
Bearing Plates
Bearing plate dimensions reflect typical sizes. Actual design criteria should be used for specific plate sizing.
Grade 75 Bar
Bar Designation
A
in(mm)
B
in(mm)
C
in(mm)
#6 6152.4
6152.4
3/89.5
#7 6152.4
6152.4
3/89.5
#8 8203.2
8203.2
3/419.1
#9 8203.2
8203.2
3/419.1
#10 8203.2
8203.2
1 25.4
#11 10254.0
10254.0
1 25.4
#14 10254.0
10254.0
1 1/238.1
#18 10254.0
10254.0
250.8
#20 10254.0
10254.0
2 1/263.5
#24 10254.0
10254.0
2 1/263.5
#28 12304.8
12304.8
2 3/469.9
Grade 150 Bar
Nominal Diameter
in(mm)
A
in(mm)
B
in(mm)
C
in(mm)
126
6152.4
6152.4
1 1/431.8
1 1/432
7177.8
7177.8
1 1/238.1
1 3/836
8203.2
8203.2
1 3/444.5
1 3/446
9228.6
9228.6
1 3/444.5
2 1/265
10254.0
10254.0
2 1/263.5
375
12304.8
12304.8
2 3/469.9
Corrosion Protection Options
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) Options
• Encapsulating: Grease or Grout • Epoxy Coating • Galvanizing • Painting • Plating • Taping • Teflon Coating
Oversized accessories are provided to accommodate galvanized and coated bars.
Threaded Bar and Accessories
Recycled Content: n/a* Recyclable: 100%
Micropiles were first developed in Italy in the 1950’s to retrofit the foundation of structures damaged during World War II. The combination of small size and vibration-free installation made them ideal for foundation repair in old basements. A micropile is a short piece of threaded pipe, usually less than 12” in diameter. Since the lengths of pipe are threaded together as the pile is drilled into the ground, the clearance needed to install the pile is reduced.
To increase load-carrying capacity, a micropile is grouted in place using a variety of methods. The bond strength between pile and soil is improved with increases in grout pressure. The addition of smaller diameter casing or high strength threaded bar to the inside of the pile also increases its structural strength.
Pipe lengths are often made from secondary pipe, which is also known as oil country reject. Although secondary pipe is rejected for use in wells, because of extremely high tolerances, it is a high quality pipe that is perfectly suitable for structural applications.
Applications of Micropile
Some common uses for micropile are seismic retrofit for bridges and buildings, deep foundations on projects with low headroom or space limitations, vibration-less installation, and slope stability on projects with access restrictions.
* Due to the nature of sourcing micropile pipe, the percent of recycled content is not verifiable.
Micropile
Micropile
Technical Hotline: 1-866-875-9546 / [email protected] 63
Micropile
Starter casing available with carbide button or carbide sinter (ictoloy) bits
Subs available to fit all sizes of casingFemale and male casing cut and bundled to specifications
Threaded Casing
Outside Diameter
inmm
Thickness
inmm
Inside Diameter
inmm
Weight
lbs/ftkg/m
Area of Casing
in2
cm2
Area of Shaft
in2
cm2
Internal Volume
ft3/ftm3/m
Surface Area
ft2/ftm2/m
Moment of Inertia
in4
cm4
Section Modulus
in3
cm3
5.500139.7
0.41510.5
4.670118.6
22.560.34
6.6342.77
23.76153.3
0.120.011
1.440.44
21.57897.8
7.84128.5
5.500139.7
0.50012.7
4.500114.3
26.730.40
7.8550.67
23.76153.3
0.110.010
1.440.44
24.791032
9.01147.7
7.000177.8
0.40810.4
6.184157.1
28.750.43
8.4554.51
38.48248.3
0.210.019
1.830.56
46.071918
13.16215.7
7.000177.8
0.45311.5
6.094154.8
31.700.47
9.3260.11
38.48248.3
0.200.019
1.830.56
50.162088
14.33234.9
7.625193.7
0.43010.9
6.765171.8
33.070.49
9.7262.71
45.66294.6
0.250.023
2.000.61
63.122627
16.56271.3
7.625193.7
0.50012.7
6.625168.3
38.080.57
11.1972.21
45.66294.6
0.240.022
2.000.61
71.372971
18.72306.8
9.625244.5
0.54513.8
8.535216.8
52.900.79
15.55100.3
72.76469.4
0.400.037
2.520.77
160.806693
33.41547.5
10.750273.1
0.50012.7
9.750247.7
54.790.82
16.10103.9
90.76585.6
0.520.048
2.810.86
211.958822
39.43646.2
11.875301.6
0.58214.8
10.711272.1
70.261.05
20.65133.2
110.75714.5
0.630.058
3.110.95
330.0413737
55.59910.9
13.375339.7
0.48012.2
12.415315.3
66.170.98
19.45125.5
140.50906.5
0.840.078
3.501.07
404.7316846
60.52991.8
Technical Hotline: 1-866-875-9546 / [email protected]
Casing Accessories
Tooling Items
Casing accessories include duplex and flange adapters API drill rods and casing subs are typical tooling itemsDownhole hammers and bits are available in various sizes and shank configurations
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
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
Micropile
Structural Sections
Recycled Content: 100% Recyclable: 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
Technical Hotline: 1-866-875-9546 / [email protected] 67
Structural Sections
BEAM Available Steel Grades
AMERICAN CANADIAN EUROPEAN*
ASTMYIELD STRENGTH
CSA G40.21YIELD STRENGTH EN 10025 &
EN 10113YIELD STRENGTH
(ksi) (MPa) (ksi) (MPa) (ksi) (MPa)
A 36 36 250 Grade 350 W 50 350 S 235 34 235
A 572 Grade 50 50 345 S 275 40 275
A 588 50 345 S 355 51 355
A 709 50 345 S 460 HISTAR 67 460
A 913 50 345
A 913 65 450
A 992 50 345
*HISTAR only available in some sizes.
Delivery Conditions & Tolerances
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
Flanges out of Square
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.
Technical Hotline: 1-866-875-9546 / [email protected]
Structural Sections
CHANNEL Available Steel Grades
AMERICAN CANADIAN EUROPEAN
ASTMYIELD STRENGTH
CSA G40.21YIELD STRENGTH
EN 10248YIELD STRENGTH
(ksi) (MPa) (ksi) (MPa) (ksi) (MPa)
A 36 36 250 Grade 350 W 50 350 S 235 GP 34 235
A 572 Grade 50 50 345 S 355 GP 51 355
A 572 Grade 60 60 415
A 588 50 345
A 242 50 345
ANGLE Available Steel Grades
AMERICAN CANADIAN EUROPEAN
ASTMYIELD STRENGTH
CSA G40.21YIELD STRENGTH
EN 10248YIELD STRENGTH
(ksi) (MPa) (ksi) (MPa) (ksi) (MPa)
A 36 36 250 Grade 350 W 50 350 S 235 34 235
A 572 Grade 50 50 345 S 355 51 355
A 572 Grade 60 60 415
A 588 50 345
A 242 50 345
Delivery Conditions & TolerancesMass ± 2.5%Depth 3 to 7 in 7 to 14 in Over 14 in
+ 09375 in – 0.0625 in + 0.125 in – 09375 in + 0.1875 in – 0.125Length 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 inFlange Width 3 to 7 in 7 to 14 in Over 14 in
± 0.125 in + 0.125 in – 0.9375 in + 0.125 in – 0.1875Flanges out of Square ≤ 0.03125 inCamber (0.125 in) * (Length / 5)Sweep Subject to negotiation with manufacturer
Delivery Conditions & TolerancesMass ± 2.5%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 inLeg 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 – 0.09375 in ± 0.125 in + 0.1875 in – 0.125 inFlanges out of Square ± 1.5 degreesThickness ≤ 0.1875 in 0.1875 in to 0.375 in Over 0.375 in 1 to 2 in. ± 0.010 in ± 0.010 in ± 0.012 in. 2 to 3 in. ± 0.012 in ± 0.015 in ± 0.015 in.Camber (0.125 in) * (Length / 5)Sweep Subject to negotiation with manufacturer
* Longer leg length determines classification.
Maximum Rolled Lengths**All Sections 60 feetMost Sections 85 feetSome Sections 120 feet
** Longer lengths may be possible upon request.
U.S. Offices
Birmingham, AL205-262-9909
Denver, CO303-629-9253
Duluth, GA770-242-9007
Earth City, MO314-739-1303
Fife, WA253-922-2727
Houston, TX281-992-4000
Mandeville, LA985-624-3620
Middletown, CT860-632-3118
Middletown, NJ732-671-5900
Pittsburgh, PA412-437-1100
Sacramento, CA916-463-0105
U.S. Offices (cont’d)
Springfield, VA703-978-2500
Taunton, MA508-821-4700
Tinley Park, IL708-444-0999
West Chester, OH513-777-7039
Winter Park, FL407-622-6001
Specialty Pipe Sales
Cartersville, GA 866-736-PIPE (7473)
Skyline México
Querétaro, México+52-442-218-5511
Caribbean
Winter Park, FL 407-622-6001
Skyline (PHP) Canada, Ltd
St. Albert, AB780-460-8363
St. Bruno, QC450-461-6366
Port Moody, BC604-461-6367
Central America
Querétaro, México+52-442-218-5511
Panamá City, Panamá507-392-4800
Skyline South America
São Paulo, Brazil+55-11-3638-6500
Bogotá, Colombia+57-1-623-4022
Buenos Aires, Argentina+54-11-4719-8516
Lima, Perú+51-1-463-0600
Find the district sales office that’s most convenient for you:
03/11 Edition
Corporate Headquarters 8 Woodhollow Road Parsippany, NJ 07054 Phone: 973-428-6100 Fax: 973-428-7399 Toll-Free: 1-888-450-4330 www.skylinesteel.com [email protected]
For technical questions and engineering support, please contact us via our technical hotline at: 1-866-875-9546 or email us at: [email protected].
About Skyline SteelA premier steel foundation supplier serving the US, Canada, Mexico, Central America, Caribbean and South American markets, Skyline Steel is a wholly-owned subsidiary of ArcelorMittal, the world’s largest and most respected steel company. ArcelorMittal’s backing complements and synergizes Skyline Steel’s internal strengths and empowers it to service its customers and the industry.