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Steel Foundation SystemsTechnical Product Manual

2012 Edition

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

Pipe-Pipe Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .27

HZM Steel Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .31

Steel H-Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .57

Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .61

Spiralweld Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .63

Rolled and Welded Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .65

Pile Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .67

Threaded Bar and Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .71

Micropile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .77

Structural Sections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .81

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)

Stee

l She

et P

ile

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 12-770 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 42-700N 27.56700

19.65499.0

0.70918.00

0.55114.00

12.22259.0

95.49142.1

41.57203.00

78.24205

90.34855

766.0104930

6.762.06

1.471.47

AZ 44-700N 27.56700

19.69500.0

0.74819.00

0.59115.00

12.89273.0

100.73149.9

43.83214.00

81.94405

94.95105

804.1110150

6.762.06

1.471.47

AZ 46-700N 27.56700

19.72501.0

0.78720.00

0.63016.00

13.55287.0

105.97157.7

46.08225.00

85.74605

99.55350

842.2115370

6.762.06

1.471.47

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


Available Steel Grades

AMERICAN CANADIAN EUROPEAN AMLoCor**

ASTMYIELD STRENGTH

CSA G40.21YIELD STRENGTH

EN 10248YIELD STRENGTH YIELD STRENGTH

(ksi) (MPa) (ksi) (MPa) (ksi) (MPa) (ksi) (MPa)

A 328 39 270 Grade 260 W 38 260 S 240 GP 35 240 Blue 320 46 320

A 572 Gr. 42 42 290 Grade 300 W 43 297 S 270 GP 39 270 Blue 355 51 355

A 572 Gr. 50 50 345 Grade 350 W 51 355 S 320 GP 46 315 Blue 390 57 390

A 572 Gr. 55 55 380 Grade 400 W 58 400 S 355 GP 51 355

A 572 Gr. 60 60 415 S 390 GP 57 390

A 572 Gr. 65 65 450 S 430 GP 62 430

A 690 50 345 S 460 AP 67 460

A 690* 57 390

*Not available for AZ 36-700N and larger. ** Corrosion resistant steel, check for availability

Corner Piles

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)


SECTION

Width* (w)

in(mm)

Web (tw)

in(mm)

Maximum Interlock Strength

k/in(kN/m)

Allowable Interlock

Rotation**(α)

Degrees

Cross Sectional

Area

in2/ft(cm2/m)

WEIGHT Elastic Section Modulus

in3/sheet(cm3/sheet)

Moment of Inertia


COATING AREA

Pile

lb/ft(kg/m)

Wall

lb/ft2

(kg/m2)

Both Sides


Wall Surface

ft2/ft2 of wall(m2/m2)

AS 5009.5

19.69500

0.3759.5

17.13000 4.5 7.71

163.243.01

64.026.22

1282.337

4.1170

3.771.15

1.151.15

AS 500 11.0

19.69500

0.43311.0

20.03500 4.5 8.50

180.047.46

70.628.88

1413.049

4.5186

3.771.15

1.151.15

AS 500 12.0

19.69500

0.47212.0

28.55000 4.5 8.94

189.249.93

74.330.52

1493.151

4.7196

3.771.15

1.151.15

AS 500 12.5

19.69500

0.49212.5

31.45500 4.5 9.19

194.551.27

76.331.34

1533.151

4.8201

3.771.15

1.151.15

AS 500 12.7

19.69500

0.50012.7

31.45500 4.5 9.28

196.451.81

77.131.54

1543.252

4.9204

3.771.15

1.151.15

* Use 503 mm for template construction and layout drawings. ** The mill guarantees 4.5 degrees of interlock rotation for piles < 20 m. in length. For piles > 20 m. in length, the guaranteed rotation is 4 degrees.

Pre-bent piles are available to achieve a tighter radius in the cells and arcs.

ASAS Hot Rolled Steel Sheet Pile


ASAS Hot Rolled Steel Sheet Pile


AMERICAN CANADIAN EUROPEAN

ASTMYIELD 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 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


ASTM A 6 EN 10248

Mass ± 2.5% ± 5%


Height ± 5 mm

Thickness ± 6%

Width ± 2%




AS 101.7 feet (31.0 m)



SECTION

Width (w)

in(mm)

Height (h)

in(mm)

THICKNESSCross

Sectional Area

in2/ft(cm2/m)


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


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


Moment of Inertia


COATING AREA

Pile

lb/ft(kg/m)

Wall

lb/ft2

(kg/m2)

Both Sides


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.


PZ/PSPZ/PS Hot Rolled Steel Sheet Pile


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


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.* Covered by one or more patents owned by PilePro, LLC (www.pilepro.com)

Cobra*7.44 lb/ft

(11.1 kg/m)

Colt*6.84 lb/ft

(10.2 kg/m)

Joker*10.86 lb/ft (16.2 kg/m)

Bullhead*9.72 lb/ft

(14.5 kg/m)

SWC 30 A*37.89 lb/ft (56.5 kg/m)

SWC 60 A*41.11 lb/ft (61.3 kg/m)

SWC 90 A*35.82 lb/ft (53.3 kg/m)

WOM/WOF*4.40/5.60 lb/ft (6.6/8.3 kg/m)

WOM-XL/WOF-XL*8.40/12.00 lb/ft (12.5/17.8 kg/m)

SWC 30 B*28.83 lb/ft (43.0 kg/m)

SWC 60 B*33.46 lb/ft (49.9 kg/m)

SWC 90 B*35.82 lb/ft (53.3 kg/m)

PZ 90*7.36 lb/ft

(11.2 kg/m)

PZ Tee*8.99 lb/ft

(13.4 kg/m)

PZT-S*9.66 lb/ft

(14.4 kg/m)

LBM/LBF*7.71/8.78 lb/ft

(11.5/13.1 kg/m)

SWC*12.34 lb/ft (18.4 kg/m)

~1.63"~41.5 mm

~4.02"~102 mm

~0.55"~14 mm

~1.73"~44 mm

~1.73"~44 mm

~5.23" ~132.8 mm

~4.98" (~126.6 mm) ~4.98" (~126.6 mm)

~5.26" ~133.7 mm

~5.42" ~137.6 mm

~3.88" (~98.6 mm)

~5.54" ~140.7 mm

~3.88" (~98.6 mm)

~4.35" ~110.5 mm

~4.98" ~126.6 mm

LBF ,

Ver

sion

V3

P00

83 0

1 9d

von

200

8G

ewic

ht: 1

3,1

kg/m

, 48

x 75

,4 m

m

~2.97" ~75.4 mm

~1.89" ~48 mm

~1.42" ~36 mm

~4.39" ~111.4 mm

~4.98" ~126.6 mm

~2.17" ~55 mm~1.57"

~40 mm

~3.01" ~76.4 mm

~3.27"~83 mm

~1.38"~35 mm

~1.93"~49 mm

~2.95" ~75 mm

~1.73" ~44 mm

~1.36" (~34.5 mm)

~0.55" (~14 mm)

~2.78" ~70.7 mm

~1.28" ~32.4 mm

~2.80" ~71 mm

~1.57" ~40 mm

LBM

, V

~1.42" ~36 mm

~3.05" ~77.4 mm

~2.78" ~70.6 mm

~2.87" ~73 mm

~4.44" (~62 mm)

~1.57" (~40 mm)

~1.69" ~43 mm

~0.55" (~14mm)

~1.02" (~26mm)

~1.38" ~35 mm

~0.79" ~20 mm~1.59"

~40.3 mm

~1.65" ~42 mm

~0.98" ~25 mm

~1.90" ~48 mm

~1.57" ~40 mm

~3.60" ~92 mm

~1.59" ~40.3 mm

~3.90" ~100 mm

~4.10" ~105 mm

~3.50" ~88 mm

~2.14" ~54.4 mm

~1.38"~35 mm ~2.81"

~71.5 mm

~1.38" (~35 mm)

~0.71" (~18 mm)

~1.14" ~29 mm

~1.73" ~44 mm ~2.95"

~75 mm

~2.36" ~60 mm

Female Corner Male Corner T Pile 30º Y Pile 90º T Pile 120º Y Pile

120º

5.91" 150 mm

90º

9.84" 250 mm

9.84" 250 mm

10.16" 258 mm30º - 45º

9.84" 250 mm

9.84" 250 mmFC - MC -α

α α

α

4" 101.6 mm

4" 101.6 mm Length of T and

Angle Varies


SECTION

Width (w)

in(mm)

Height (h)

in(mm)

Thickness (t)

in(mm)

Cross Sectional

Area

in2/ft(cm2/m)


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

SCZ

14

SCZ

16

SCZ

17

SCZ

18

SCZ

19

SCZ

21

SCZ

22

SCZ

23

SCZ

25

SCZ

26

SCZ

29

SCZ

30

SKZ

20

SKZ

22

SKZ

23

SKZ

24

SKZ

25

SKZ

31

SKZ

33

SKZ

34

SKZ

36

SKZ

38

SCZ 14 l l l l l l l l l l l l l l l l l












SKZ 20 l l l l l l l l l l l l l l l l l





SKZ 31 l l l l l

SKZ 33 l l l l l

SKZ 34 l l l l l

SKZ 36 l l l l l

SKZ 38 l l l l l

Interlock Compatibility

l Interlock compatible Interlock not compatible


SKZSKZ Cold Formed Steel Sheet Pile



SKZ 70 feet (21.3 m)



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

ASTM A6 EN 10249-2

Mass ± 2.5% ± 7%


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

CFC 90*12.00 lb/ft (17.9 kg/m)

CF Tee*17.07 lb/ft (25.4 kg/m)

CF*7.46 lb/ft

(11.1 kg/m)

V 20*8.85 lb/ft

(13.2 kg/m)

~1.89" ~35 mm

~2.93" ~74.3 mm ~4.09"

~104 mm

~1.10" (~28 mm)

~2.05" (~52 mm)

~4.34" ~110.3 mm

~2.76" ~70.3 mm

~5.02" ~132.6 mm

~4.34" ~110.3 mm


SECTION

Width (w)

in(mm)

Height (h)

in(mm)

Thickness (t)

in(mm)

Cross Sectional

Area

in2/ft(cm2/m)


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

SCZ

14

SCZ

16

SCZ

17

SCZ

18

SCZ

19

SCZ

21

SCZ

22

SCZ

23

SCZ

25

SCZ

26

SCZ

29

SCZ

30

SKZ

20

SKZ

22

SKZ

23

SKZ

24

SKZ

25

SKZ

31

SKZ

33

SKZ

34

SKZ

36

SKZ

38


















SKZ 31 l l l l l

SKZ 33 l l l l l

SKZ 34 l l l l l

SKZ 36 l l l l l

SKZ 38 l l l l l




SCZSCZ Cold Formed Steel Sheet Pile



SCZ 70 feet (21.3 m)



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH



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


Corner Piles

SCZ 14 - SCZ 16A = 5.0 inches (127.0 mm)B = 23.5 inches (596.9 mm)



ASTM A6 EN 10249-2

Mass ± 2.5% ± 7%


Straightness




B2 Corner Pile B3 Corner Pile

CFC 90*12.00 lb/ft (17.9 kg/m)


CF*7.46 lb/ft

(11.1 kg/m)

V 20*8.85 lb/ft

(13.2 kg/m)

~1.89" ~35 mm

~2.93" ~74.3 mm ~4.09"

~104 mm

~1.10" (~28 mm)

~2.05" (~52 mm)

~4.34" ~110.3 mm

~2.76" ~70.3 mm

~5.02" ~132.6 mm

~4.34" ~110.3 mm


SECTION

Width (w)

in(mm)

Height (h)

in(mm)

Thickness (t)

in(mm)

Cross Sectional

Area

in2/ft(cm2/m)


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

SKL 9 SKL 10 SKL 12 SKS 11 SKS 13 SKS 14 SKS 16SKL 9 l l l l l l l

SKL 10 l l l l l l l

SKL 12 l l l l l l l

SKS 11 l l l l l l l







SKL/SKSSKL/SKS Cold Formed Steel Sheet Pile

Corner Piles

Standard Rolled Lengths†

SKL, SKS 70 feet (21.3 m)


SKL 9-12A = 10.8 inches (275.0 mm)

SKS 11-16A = 13.8 inches (350.0 mm)


ASTMYIELD STRENGTH

ASTMYIELD STRENGTH



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


D1 Corner Piles D3 Corner Piles


ASTM A6 EN 10249-2

Mass ± 2.5% ± 7%


Straightness




CFC 90*12.00 lb/ft (17.9 kg/m)


CF*7.46 lb/ft

(11.1 kg/m)

V 20*8.85 lb/ft

(13.2 kg/m)

~1.89" ~35 mm

~2.93" ~74.3 mm ~4.09"

~104 mm

~1.10" (~28 mm)

~2.05" (~52 mm)

~4.34" ~110.3 mm

~2.76" ~70.3 mm

~5.02" ~132.6 mm

~4.34" ~110.3 mm

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.

Com

bina

tion

Wal

l Sy

stem

s


Pipe-ZPipe-Z Combined Wall Systems

Pipe AZ System

Pipe Piles as King Piles with AZ Sheet Piles

threading into C 9 Connectors

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

6.89145.9

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

8.74185.0

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

11.40241.3

18.95.8

PAZ24/AZ 38-700N AZ 38-700N 24609.6

0.62515.9

156.17232.4

81.622073.15

1212165536

73.53951.6

49.8243.0

44.4216.8

39.0190.7

14.09298.2

19.86.0

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

7.79165.0

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

9.11192.8

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

11.91252.1

20.56.3

PAZ30/AZ 38-700N AZ 38-700N 30762.0

0.62515.9

196.26292.1

87.622225.55

1581215898

89.34801.0

51.9253.2

46.9228.8

41.9204.4

14.74311.9

21.46.5

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

8.88188.0

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

10.32218.4

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

12.35261.5

22.16.7

PAZ36/AZ 38-700N AZ 38-700N 36914.4

0.75019.1

282.62420.6

93.622377.95

2379324804

111.96016.1

59.6291.0

54.9268.2

50.3245.3

17.05360.8

22.97.0

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

10.10213.9

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

11.66246.8

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

14.68310.7

23.77.2

PAZ42/AZ 38-700N AZ 38-700N 421066.8

0.75019.1

330.72492.2

99.622530.35

3188435375

133.17155.9

61.8301.8

57.4280.3

53.0258.9

17.72375.1

24.57.5

* Additional combinations are available upon request.

System Width



Pipe AZ System

Pipe AZ System

Combination

Sample*

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


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

12.07255.4

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

15.18321.4

25.27.7

PAZ48/AZ 38-700N AZ 38-700N 481219.2

0.75019.1

378.83563.8

105.622682.75

4201573708

157.38456.9

63.8311.3

59.6291.1

55.5270.8

18.32387.8

26.18.0

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

13.55286.8

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

15.63330.9

26.88.2

PAZ54/AZ 38-700N AZ 38-700N 541371.6

0.75019.1

426.93635.3

111.622835.15

5426741019

184.09892.4

65.5319.8

61.6300.7

57.7281.5

18.86399.1

27.78.4

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

15.12320.0

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

18.39389.2

28.48.6

PAZ60/AZ 38-700N AZ 38-700N 601524.0

0.81320.6

514.08765.0

117.622987.55

73771007349

229.212322.5

71.1346.9

67.3328.8

63.6310.6

20.51434.1

29.28.9

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

16.76354.8

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

18.87399.4

29.99.1

PAZ66/AZ 38-700N AZ 38-700N 661676.4

0.81320.6

566.19842.6

123.623139.95

91831254014

262.214096.7

72.7354.8

69.1337.5

65.6320.2

21.00444.5

30.89.4

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

18.47390.9

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

20.58435.7

31.59.6

PAZ72/AZ 38-700N AZ 38-700N 721828.8

1.00025.4

758.991129.5

129.623292.35

136061858024

361.819451.5

87.2425.5

83.8409.0

80.4392.5

25.27534.9

32.49.9

PAZ78/AZ26-700 AZ26-700 781981.2

0.87522.2

721.411073.6

135.623444.70

170892333697

395.521263.3

77.2376.8

74.5363.8

71.8350.7

22.35473.2

33.110.1

PAZ78/AZ 38-700N AZ 38-700N 781981.2

1.00025.4

823.131225.0

135.623444.75

195782673522

451.024247.2

89.0434.4

85.7418.6

82.5402.9

25.82546.6

33.910.3

PAZ84/AZ26-700 AZ26-700 842133.6

0.87522.2

777.531157.1

141.623597.10

234453201620

477.725682.7

78.7384.1

76.1371.6

73.6359.1

22.80482.7

34.710.6

PAZ84/AZ 38-700N AZ 38-700N 842133.6

1.00025.4

887.271320.4

141.623597.15

268153661766

544.329263.3

90.6442.5

87.5427.4

84.5412.3

26.33557.2

35.510.8

* Additional combinations are available upon request.



Pipe PZ System

Pipe PZ System

Combination

Sample†

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


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

70.361787.14

27737840

23.11241.5

26.5129.2

23.3113.9

20.298.7

7.23153.0

15.24.6

PPZ24/PZ27 PZ27 24609.6

0.50012.7

125.61186.9

62.361583.94

59781513

49.72674.3

41.9204.5

38.3187.2

34.8169.9

11.69247.4

15.24.6

PPZ24/PZ35 PZ35 24609.6

0.62515.9

156.17232.4

71.641819.54

754102935

62.83377.1

50.1244.8

45.3221.3

40.5197.9

14.19300.4

17.05.2

PPZ24/PZ40 PZ40 24609.6

0.75019.1

186.41277.4

65.731669.54

970132528

80.94348.0

60.0293.1

54.8267.7

49.6242.3

17.05360.9

17.05.2

PPZ30/PZ22 PZ22 30762.0

0.3759.5

118.76176.7

76.361939.54

65088820

43.42331.2

33.1161.5

30.2147.4

27.3133.3

9.21195.0

16.85.1

PPZ30/PZ27 PZ27 30762.0

0.50012.7

157.68234.7

68.361736.34

982134116

65.53520.1

43.8214.1

40.6198.3

37.4182.5

12.32260.7

16.85.1

PPZ30/PZ35 PZ35 30762.0

0.62515.9

196.26292.1

77.641971.94

1173160140

78.24203.2

52.5256.1

48.0234.5

43.6212.9

14.92315.7

18.65.7

PPZ30/PZ40 PZ40 30762.0

0.75019.1

234.51349.0

71.731821.94

1503205283

100.25388.0

63.1307.8

58.3284.6

53.5261.3

17.99380.8

18.65.7

PPZ36/PZ22 PZ22 36914.4

0.3759.5

142.81212.5

82.362091.94

1015138647

56.43032.5

34.2166.8

31.5153.8

28.8140.7

9.57202.6

18.45.6

PPZ36/PZ27 PZ27 36914.4

0.50012.7

189.75282.4

74.361888.74

1507205802

83.74501.4

45.5222.1

42.5207.5

39.5193.0

12.84271.8

18.45.6

PPZ36/PZ35 PZ35 36914.4

0.62515.9

236.35351.7

83.642124.34

1755239651

97.55241.7

54.4265.8

50.3245.8

46.2225.7

15.54328.9

20.26.1

PPZ36/PZ40 PZ40 36914.4

0.75019.1

282.62420.6

77.731974.34

2241306035

124.56693.7

65.6320.3

61.2298.9

56.8277.4

18.78397.6

20.26.1

PPZ42/PZ22 PZ22 421066.8

0.3759.5

166.86248.3

88.362244.34

1485202723

70.73800.6

35.1171.4

32.6159.3

30.1147.1

9.88209.2

20.06.1

PPZ42/PZ27 PZ27 421066.8

0.50012.7

221.82330.1

80.362041.14

2178297486

103.75577.2

46.9228.9

44.1215.4

41.4202.0

13.29281.3

20.06.1

PPZ42/PZ35 PZ35 421066.8

0.62515.9

276.44411.4

89.642276.74

2510342802

119.56426.7

56.2274.2

52.3255.5

48.5236.8

16.07340.2

21.76.6

PPZ42/PZ40 PZ40 421066.8

0.75019.1

330.72492.2

83.732126.74

3195436237

152.18178.4

67.8331.0

63.7311.1

59.6291.2

19.46412.0

21.76.6

† Additional combinations are available upon request.* Covered by one or more patents owned by PilePro, LLC (www.pilepro.com)

Pipe Piles as King Piles with PZ Sheet Piles

threading into WOF/WOM* Connectors

System Width



Pipe PZ System

Combination

Sample†

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


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

94.362396.74

2716370858

113.26083.6

43.9214.6

41.6203.2

39.3191.8

12.51264.7

21.56.6

PPZ48/PZ27 PZ27 481219.2

0.56314.3

285.25424.5

86.362193.54

3354457988

139.77512.9

52.4256.0

49.9243.5

47.3231.0

14.96316.6

21.56.6

PPZ48/PZ35 PZ35 481219.2

0.62515.9

316.52471.0

95.642429.14

3446470594

143.67719.7

57.7281.6

54.1264.0

50.5246.5

16.54350.2

23.37.1

PPZ48/PZ40 PZ40 481219.2

0.75019.1

378.83563.8

89.732279.14

4371596950

182.19792.5

69.7340.3

65.9321.7

62.1303.1

20.05424.5

23.37.1

PPZ54/PZ22 PZ22 541371.6

0.56314.3

321.33478.2

100.362549.14

4068555488

150.78099.9

49.4241.1

47.2230.4

45.0219.7

14.13299.0

23.17.0

PPZ54/PZ27 PZ27 541371.6

0.62515.9

356.61530.7

92.362345.94

4921672064

182.39799.7

58.3284.6

55.9272.9

53.5261.3

16.71353.7

23.17.0

PPZ54/PZ35 PZ35 541371.6

0.75019.1

426.93635.3

101.642581.54

5413739139

200.510777.8

67.3328.6

63.9312.1

60.5295.6

19.40410.6

24.97.6

PPZ54/PZ40 PZ40 541371.6

0.87522.2

496.92739.5

95.732431.54

6662909698

246.713264.8

80.1391.3

76.6373.8

73.0356.4

23.15489.9

24.97.6

PPZ60/PZ27 PZ27 601524.0

0.62515.9

396.70590.4

98.362498.34

6336865217

211.211354.6

59.6291.1

57.4280.2

55.1269.2

17.13362.6

24.77.5

PPZ60/PZ35 PZ35 601524.0

0.75019.1

475.04706.9

107.642733.94

6983953571

232.812514.1

68.9336.5

65.7320.9

62.5305.3

19.89421.1

26.48.1

PPZ60/PZ40 PZ40 601524.0

1.00025.4

630.71938.6

101.732583.94

97061325482

323.517394.8

91.2445.2

87.8428.8

84.5412.4

26.42559.2

26.48.1

PPZ66/PZ27 PZ27 661676.4

0.68817.5

480.01714.3

104.362650.74

87141189907

264.014196.0

65.8321.2

63.7310.8

61.5300.5

18.96401.3

26.28.0

PPZ66/PZ35 PZ35 661676.4

0.87522.2

609.16906.5

113.642886.34

101681388561

308.116566.0

79.4387.8

76.4373.1

73.4358.3

23.00486.9

28.08.5

PPZ66/PZ40 PZ40 661676.4

1.00025.4

694.851034.1

107.732736.34

121951665330

369.519868.0

93.3455.3

90.1439.8

86.9424.4

27.05572.5

28.08.5

PPZ72/PZ27 PZ27 721828.8

0.75019.1

571.25850.1

110.362803.14

116451590222

323.517390.9

72.1352.2

70.1342.4

68.1332.6

20.84441.2

27.88.5

PPZ72/PZ35 PZ35 721828.8

0.87522.2

665.29990.1

119.643038.74

125401712378

348.318726.8

81.1395.9

78.2381.9

75.3367.9

23.51497.5

29.69.0

PPZ72/PZ40 PZ40 721828.8

1.00025.4

758.991129.5

113.732888.74

150032048761

416.722405.6

95.1464.4

92.1449.7

89.1435.0

27.61584.4

29.69.0

PPZ78/PZ35 PZ35 781981.2

0.81320.6

670.42997.7

125.643191.14

141471931849

362.719501.8

77.7379.4

75.0366.0

72.2352.7

22.53476.8

31.29.5

PPZ78/PZ40 PZ40 781981.2

1.00025.4

823.131225.0

119.733041.14

181332476190

464.924996.9

96.8472.5

93.9458.5

91.1444.6

28.12595.1

31.29.5

PPZ84/PZ35 PZ35 842133.6

0.87522.2

777.531157.1

131.643343.54

181182474144

431.423192.2

83.9409.8

81.3397.0

78.7384.3

24.37515.8

32.710.0

PPZ84/PZ40 PZ40 842133.6

1.00025.4

887.271320.4

125.733193.54

215882947950

514.027633.6

98.3479.8

95.6466.5

92.8453.3

28.57604.8

32.710.0


Pipe PZ System


Pipe PZ-XL System

Pipe PZ-XL System

Combination

Sample†

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


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

75.101907.54

26035452

21.61163.1

24.8121.0

21.9106.7

18.992.4

6.77143.3

15.24.6

PPZ24/PZ27 PZ27 24609.6

0.50012.7

125.61186.9

67.101704.34

55575755

46.22485.4

38.9190.1

35.6174.0

32.3157.9

10.86229.9

15.24.6

PPZ24/PZ35 PZ35 24609.6

0.62515.9

156.17232.4

76.381939.94

70796547

58.93167.6

47.0229.6

42.5207.6

38.0185.7

13.31281.8

17.05.2

PPZ24/PZ40 PZ40 24609.6

0.75019.1

186.41277.4

70.471789.94

905123614

75.44055.6

56.0273.4

51.1249.7

46.3226.0

15.90336.6

17.05.2

PPZ30/PZ22 PZ22 30762.0

0.3759.5

118.76176.7

81.102059.94

61283629

40.82195.0

31.1152.0

28.4138.8

25.7125.5

8.67183.6

16.85.1

PPZ30/PZ27 PZ27 30762.0

0.50012.7

157.68234.7

73.101856.74

918125420

61.23291.9

41.0200.2

38.0185.4

35.0170.7

11.52243.8

16.85.1

PPZ30/PZ35 PZ35 30762.0

0.62515.9

196.26292.1

82.382092.34

1105150926

73.73961.3

49.4241.4

45.3221.0

41.1200.6

14.06297.6

18.65.7

PPZ30/PZ40 PZ40 30762.0

0.75019.1

234.51349.0

76.471942.34

1410192559

94.05054.0

59.1288.8

54.7266.9

50.2245.1

16.87357.2

18.65.7

PPZ36/PZ22 PZ22 36914.4

0.3759.5

142.81212.5

87.102212.34

960131102

53.32867.5

32.3157.7

29.8145.4

27.3133.1

9.05191.6

18.45.6

PPZ36/PZ27 PZ27 36914.4

0.50012.7

189.75282.4

79.102009.14

1417193470

78.74231.6

42.8208.7

40.0195.1

37.2181.5

12.07255.6

18.45.6

PPZ36/PZ35 PZ35 36914.4

0.62515.9

236.35351.7

88.382244.74

1661226797

92.34960.6

51.5251.5

47.6232.6

43.7213.6

14.70311.2

20.26.1

PPZ36/PZ40 PZ40 36914.4

0.75019.1

282.62420.6

82.472094.74

2112288446

117.36309.0

61.8301.9

57.7281.7

53.6261.5

17.70374.7

20.26.1

PPZ42/PZ22 PZ22 421066.8

0.3759.5

166.86248.3

93.102364.74

1409192401

67.13607.1

33.3162.7

31.0151.2

28.6139.6

9.38198.5

20.06.1

PPZ42/PZ27 PZ27 421066.8

0.50012.7

221.82330.1

85.102161.54

2057280916

98.05266.5

44.3216.1

41.7203.4

39.1190.8

12.55265.7

20.06.1

PPZ42/PZ35 PZ35 421066.8

0.62515.9

276.44411.4

94.382397.14

2384325585

113.56104.0

53.3260.4

49.7242.7

46.1224.9

15.27323.1

21.76.6

PPZ42/PZ40 PZ40 421066.8

0.75019.1

330.72492.2

88.472247.14

3023412864

144.07740.3

64.2313.3

60.3294.5

56.4275.6

18.42389.9

21.76.6



Pipe Piles as King Piles with PZ Sheet Piles

threading into WOF/WOM-XL* Connectors

System Width



Pipe PZ-XL System

Combination

Sample†

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


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

99.102517.14

2586353120

107.75792.7

41.8204.3

39.6193.5

37.4182.6

11.91252.0

21.56.6

PPZ48/PZ27 PZ27 481219.2

0.56314.3

285.25424.5

91.102313.94

3179434158

132.57122.0

49.7242.7

47.3230.8

44.9219.0

14.18300.1

21.56.6

PPZ48/PZ35 PZ35 481219.2

0.62515.9

316.52471.0

100.382549.54

3283448372

136.87355.2

54.9268.3

51.5251.6

48.1234.9

15.76333.6

23.37.1

PPZ48/PZ40 PZ40 481219.2

0.75019.1

378.83563.8

94.472399.54

4152566999

173.09301.2

66.2323.2

62.6305.6

59.0287.9

19.05403.2

23.37.1

PPZ54/PZ22 PZ22 541371.6

0.56314.3

321.33478.2

105.102669.54

3884530436

143.97734.6

47.2230.2

45.1220.0

43.0209.8

13.49285.6

23.17.0

PPZ54/PZ27 PZ27 541371.6

0.62515.9

356.61530.7

97.102466.34

4681639257

173.49321.3

55.5270.7

53.2259.6

50.9248.5

15.90336.5

23.17.0

PPZ54/PZ35 PZ35 541371.6

0.75019.1

426.93635.3

106.382701.94

5171706204

191.510297.5

64.3314.0

61.1298.2

57.8282.4

18.53392.3

24.97.6

PPZ54/PZ40 PZ40 541371.6

0.87522.2

496.92739.5

100.472551.94

6347866780

235.112639.0

76.4372.8

73.0356.2

69.6339.6

22.05466.8

24.97.6

PPZ60/PZ27 PZ27 601524.0

0.62515.9

396.70590.4

103.102618.74

6045825439

201.510832.6

56.9277.8

54.7267.3

52.6256.8

16.34345.9

24.77.5

PPZ60/PZ35 PZ35 601524.0

0.75019.1

475.04706.9

112.382854.34

6688913349

222.911986.2

66.0322.3

62.9307.3

59.9292.4

19.05403.3

26.48.1

PPZ60/PZ40 PZ40 601524.0

1.00025.4

630.71938.6

106.472704.34

92741266472

309.116620.4

87.1425.4

83.9409.8

80.7394.1

25.24534.3

26.48.1

PPZ66/PZ27 PZ27 661676.4

0.68817.5

480.01714.3

109.102771.14

83351138210

252.613579.2

62.9307.2

60.9297.3

58.9287.4

18.14383.9

26.28.0

PPZ66/PZ35 PZ35 661676.4

0.87522.2

609.16906.5

118.383006.74

97611332960

295.815902.7

76.3372.3

73.4358.2

70.5344.0

22.08467.4

28.08.5

PPZ66/PZ40 PZ40 661676.4

1.00025.4

694.851034.1

112.472856.74

116811595145

354.019030.6

89.3436.1

86.3421.3

83.3406.5

25.91548.4

28.08.5

PPZ72/PZ27 PZ27 721828.8

0.75019.1

571.25850.1

115.102923.54

111651524734

310.216674.7

69.2337.7

67.2328.3

65.3318.9

19.99423.0

27.88.5

PPZ72/PZ35 PZ35 721828.8

0.87522.2

665.29990.1

124.383159.14

120621647118

335.018013.1

78.0380.8

75.2367.3

72.5353.8

22.61478.6

29.69.0

PPZ72/PZ40 PZ40 721828.8

1.00025.4

758.991129.5

118.473009.14

144031966790

400.121509.1

91.3445.8

88.4431.7

85.5417.6

26.50561.0

29.69.0

PPZ78/PZ35 PZ35 781981.2

0.81320.6

670.42997.7

130.383311.54

136321861614

349.518792.8

74.9365.6

72.2352.7

69.6339.9

21.71459.5

31.29.5

PPZ78/PZ40 PZ40 781981.2

1.00025.4

823.131225.0

124.473161.54

174422381893

447.224045.0

93.1454.5

90.3441.1

87.6427.7

27.04572.4

31.29.5

PPZ84/PZ35 PZ35 842133.6

0.87522.2

777.531157.1

136.383463.94

174882388150

416.422386.1

81.0395.5

78.5383.2

76.0370.9

23.52497.9

32.710.0

PPZ84/PZ40 PZ40 842133.6

1.00025.4

887.271320.4

130.473313.94

208032840850

495.326629.7

94.7462.4

92.1449.6

89.5436.8

27.53582.8

32.710.0


Pipe PZ-XL System



Pipe Piles as King Piles with SKZ Sheet Piles

threading into CF* Connectors

Pipe SKZ System

Pipe SKZ System

Combination

Sample†

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


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

86.862206.24

34847533

29.01559.5

24.1117.8

21.1102.8

18.087.8

6.51137.9

21.56.5

PSKZ24/SKZ22 SKZ22 24609.6

0.3759.5

94.71140.9

86.862206.24

44460606

37.01988.4

29.3143.0

26.0127.2

22.8111.3

7.98168.9

21.56.5

PSKZ24/SKZ24 SKZ24 24609.6

0.43811.1

110.20164.0

86.862206.24

50969461

42.42278.9

33.1161.7

29.5144.2

26.0126.8

9.13193.3

21.56.5

PSKZ24/SKZ25 SKZ25 24609.6

0.50012.7

125.61186.9

86.862206.24

56376873

46.92522.1

36.3177.0

32.5158.6

28.7140.1

10.09213.5

21.56.5

PSKZ30/SKZ20 SKZ20 30762.0

0.3759.5

118.76176.7

92.862358.64

65088828

43.42331.5

29.7145.1

26.8131.0

24.0117.0

8.19173.4

23.17.0

PSKZ30/SKZ22 SKZ22 30762.0

0.43811.1

138.26205.8

92.862358.64

738100762

49.22644.7

33.0161.2

30.0146.4

27.0131.6

9.12193.0

23.17.0

PSKZ30/SKZ24 SKZ24 30762.0

0.50012.7

157.68234.7

92.862358.64

837114278

55.82999.4

37.1181.2

33.8164.9

30.4148.5

10.35219.0

23.17.0

PSKZ30/SKZ25 SKZ25 30762.0

0.62515.9

196.26292.1

92.862358.64

1001136752

66.83589.3

43.0210.2

39.5192.9

36.0175.6

12.12256.5

23.17.0

PSKZ36/SKZ20 SKZ20 36914.4

0.3759.5

142.81212.5

98.862511.04

954130338

53.02850.8

30.8150.5

28.1137.3

25.4124.2

8.55181.1

24.67.5

PSKZ36/SKZ22 SKZ22 36914.4

0.43811.1

166.32247.5

98.862511.04

1092149157

60.73262.4

34.4168.1

31.6154.2

28.7140.3

9.57202.5

24.67.5

PSKZ36/SKZ24 SKZ24 36914.4

0.50012.7

189.75282.4

98.862511.04

1241169402

68.93705.2

38.8189.2

35.6173.9

32.5158.5

10.86229.9

24.67.5

PSKZ36/SKZ25 SKZ25 36914.4

0.62515.9

236.35351.7

98.862511.04

1504205437

83.64493.4

45.3221.2

42.0205.0

38.7188.7

12.81271.2

24.67.5

PSKZ42/SKZ20 SKZ20 421066.8

0.43811.1

194.38289.3

104.862663.44

1550211606

73.83967.1

35.0170.7

32.4158.3

29.9145.9

9.80207.4

26.28.0

PSKZ42/SKZ22 SKZ22 421066.8

0.50012.7

221.82330.1

104.862663.44

1752239194

83.44484.3

38.8189.5

36.1176.4

33.4163.2

10.88230.4

26.28.0

PSKZ42/SKZ24 SKZ24 421066.8

0.62515.9

276.44411.4

104.862663.44

2154294136

102.65514.4

46.5226.8

43.5212.4

40.5197.9

13.16278.5

26.28.0

PSKZ42/SKZ25 SKZ25 421066.8

0.75019.1

330.72492.2

104.862663.44

2541347003

121.06505.5

53.5261.3

50.4246.0

47.2230.7

15.25322.9

26.28.0


System Width



Pipe SKZ System

Combination

Sample†

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


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

PSKZ48/SKZ20 SKZ20 481219.2

0.50012.7

253.89377.8

110.862815.84

2408328887

100.45395.1

39.5192.9

37.1181.2

34.7169.4

11.16236.2

27.88.5

PSKZ48/SKZ22 SKZ22 481219.2

0.62515.9

316.52471.0

110.862815.84

2963404597

123.56637.1

47.0229.3

44.4216.9

41.9204.5

13.31281.7

27.88.5

PSKZ48/SKZ24 SKZ24 481219.2

0.75019.1

378.83563.8

110.862815.84

3519480558

146.67883.2

55.0268.7

52.2255.0

49.4241.3

15.70332.3

27.88.5

PSKZ48/SKZ25 SKZ25 481219.2

0.87522.2

440.80656.0

110.862815.84

4059554282

169.19092.6

62.5305.3

59.6290.8

56.6276.4

17.93379.5

27.88.5

PSKZ54/SKZ20 SKZ20 541371.6

0.56314.3

321.33478.2

116.862968.24

3585489604

132.87139.2

44.4216.8

42.1205.7

39.8194.5

12.62267.2

29.38.9

PSKZ54/SKZ22 SKZ22 541371.6

0.62515.9

356.61530.7

116.862968.24

3963541226

146.87891.9

48.7237.6

46.3225.8

43.8214.1

13.83292.8

29.38.9

PSKZ54/SKZ24 SKZ24 541371.6

0.75019.1

426.93635.3

116.862968.24

4715643836

174.69388.1

57.1279.0

54.5266.0

51.8253.0

16.35346.0

29.38.9

PSKZ54/SKZ25 SKZ25 541371.6

0.87522.2

496.92739.5

116.862968.24

5448744018

201.810848.9

65.1317.8

62.3304.0

59.5290.3

18.70395.9

29.38.9

PSKZ60/SKZ20 SKZ20 601524.0

0.62515.9

396.70590.4

122.863120.64

5136701371

171.29204.4

49.6242.2

47.4231.6

45.3221.0

14.17299.9

30.99.4

PSKZ60/SKZ22 SKZ22 601524.0

0.75019.1

475.04706.9

122.863120.64

6109834171

203.610947.1

57.9282.5

55.6271.3

53.3260.1

16.56350.5

30.99.4

PSKZ60/SKZ24 SKZ24 601524.0

0.87522.2

553.04823.0

122.863120.64

7078966589

235.912684.9

66.7325.5

64.1313.1

61.6300.8

19.17405.7

30.99.4

PSKZ60/SKZ25 SKZ25 601524.0

1.00025.4

630.71938.6

122.863120.64

80291096386

267.614388.3

75.0366.0

72.3353.0

69.6339.9

21.63457.8

30.99.4


Pipe SKZ System


Pipe-Pipe Pipe-Pipe Combined Wall Systems

Pipe - Pipe System

Combination

Sample†


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

lb/ft2

kg/m2

Cross Sectional

Area

in2/ftcm2/m

Both Sides of Wall

ft2/ftm2/m

24 x 0.375 24.00609.6

0.3759.5

94.71140.9

31.10789.94

749102342

62.53357.7

44.4216.8

13.08276.9

7.472.3

24 x 0.500 24.00609.6

0.50012.7

125.61186.9

31.10789.94

984134329

82.04407.1

56.3275.1

16.59351.1

7.472.3

24 x 0.625 24.00609.6

0.62515.9

156.17232.4

31.10789.94

1210165289

100.95422.9

68.1332.6

20.05424.5

7.472.3

30 x 0.375 30.00762.0

0.3759.5

118.76176.7

37.10942.34

1239169146

82.64439.5

45.0219.8

13.25280.5

9.042.8

30 x 0.500 30.00762.0

0.50012.7

157.68234.7

37.10942.34

1631222713

108.75845.5

57.6281.2

16.95358.8

9.042.8

30 x 0.625 30.00762.0

0.62515.9

196.26292.1

37.10942.34

2013274913

134.27215.6

70.1342.2

20.62436.5

9.042.8

36 x 0.500 36.00914.4

0.50012.7

189.75282.4

43.101094.74

2446334059

135.97306.6

58.5285.7

17.22364.4

10.613.2

36 x 0.625 36.00914.4

0.62515.9

236.35351.7

43.101094.74

3026413225

168.19038.2

71.5349.0

21.03445.1

10.613.2

36 x 0.750 36.00914.4

0.75019.1

282.62420.6

43.101094.74

3593490701

199.610732.8

84.4411.9

24.82525.3

10.613.2

42 x 0.500 42.001066.8

0.50012.7

221.82330.1

49.101247.14

3430468441

163.38782.2

59.2289.0

17.42368.7

12.183.7

42 x 0.625 42.001066.8

0.62515.9

276.44411.4

49.101247.14

4250580324

202.410879.7

72.5354.2

21.34451.7

12.183.7

42 x 0.750 42.001066.8

0.75019.1

330.72492.2

49.101247.14

5054690167

240.712939.0

85.8419.0

25.24534.2

12.183.7

48 x 0.500 48.001219.2

0.50012.7

253.89377.8

55.101399.54

4583625902

191.010267.4

59.7291.7

17.57372.0

13.754.2

48 x 0.625 48.001219.2

0.62515.9

316.52471.0

55.101399.54

5685776266

236.912734.0

73.4358.3

21.58456.8

13.754.2

48 x 0.750 48.001219.2

0.75019.1

378.83563.8

55.101399.54

6768924237

282.015161.4

86.9424.5

25.57541.2

13.754.2


Pipe Piles as King Piles with WOF/WOM-XL*

Connectors


Pipe - Pipe System

Combination

Sample†


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

lb/ft2

kg/m2

Cross Sectional

Area

in2/ftcm2/m

Both Sides of Wall

ft2/ftm2/m

54 x 0.625 54.001371.6

0.62515.9

356.61530.7

61.101551.94

73311001085

271.514597.4

74.0361.5

21.78460.9

15.324.7

54 x 0.750 54.001371.6

0.75019.1

426.93635.3

61.101551.94

87361192954

323.617395.1

87.9429.0

25.84546.8

15.324.7

54 x 0.875 54.001371.6

0.87522.2

496.92739.5

61.101551.94

101211382103

374.920153.2

101.6496.1

29.87632.3

15.324.7

60 x 0.625 60.001524.0

0.62515.9

396.70590.4

67.101704.34

91891254802

306.316467.2

74.6364.2

21.94464.3

16.895.1

60 x 0.750 60.001524.0

0.75019.1

475.04706.9

67.101704.34

109581496346

365.319637.1

88.6432.6

26.05551.5

16.895.1

60 x 0.875 60.001524.0

0.87522.2

553.04823.0

67.101704.34

127041734814

423.522766.6

102.6500.7

30.15638.2

16.895.1

66 x 0.750 66.001676.4

0.75019.1

523.14778.5

73.101856.74

134331834432

407.121885.4

89.2435.6

26.24555.3

18.465.6

66 x 0.875 66.001676.4

0.87522.2

609.16906.5

73.101856.74

155832127997

472.225387.7

103.3504.6

30.39643.2

18.465.6

66 x 1.000 66.001676.4

1.00025.4

694.851034.1

73.101856.74

177082418156

536.628849.4

117.4573.3

34.52730.7

18.465.6

72 x 0.750 72.001828.8

0.75019.1

571.25850.1

79.102009.14

161632207223

449.024138.5

89.8438.2

26.39558.6

20.036.1

72 x 0.875 72.001828.8

0.87522.2

665.29990.1

79.102009.14

187592561668

521.128014.8

104.0507.9

30.58647.3

20.036.1

72 x 1.000 72.001828.8

1.00025.4

758.991129.5

79.102009.14

213272912349

592.431849.9

118.2577.3

34.76735.8

20.036.1

78 x 0.875 78.001981.2

0.87522.2

721.411073.6

85.102161.54

222313035839

570.030646.5

104.6510.7

30.75650.9

21.606.6

78 x 1.000 78.001981.2

1.00025.4

823.131225.0

85.102161.54

252853452826

648.334856.0

118.9580.8

34.97740.1

21.606.6

84 x 0.875 84.002133.6

0.87522.2

777.531157.1

91.102313.94

260003550517

619.033282.0

105.1513.2

30.90654.0

23.177.1

84 x 1.000 84.002133.6

1.00025.4

887.271320.4

91.102313.94

295814039594

704.337866.5

119.6583.8

35.15744.0

23.177.1


Pipe-PipePipe-Pipe Combined Wall Systems


Pipe-Z / Pipe-PipePipe-Z/Pipe-Pipe 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.

ROLLED & WELDED PIPE

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


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.


C9 CONNECTORS

ASTMYIELD STRENGTH

(ksi) (MPa)

S 355 GP 51 355

A 690 50 345

WOF/WOM CONNECTORS‡

ASTMYIELD STRENGTH

(ksi) (MPa)

S355 GP

S430 GP

A572 Gr. 50/60

A690

WOF/WOM-XL CONNECTORS‡

ASTMYIELD STRENGTH

(ksi) (MPa)

S355 GP

S430 GP

A572 Gr. 50/60

A690

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

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).

‡ Covered by one or more patents owned by PilePro, LLC (www.pilepro.com)


Pipe-Z / Pipe-PipePipe-Z/ Pipe- Pipe Combined Wall Systems

SPIRALWELD ASTM

Pipe Piles ± 1%

Outside Diameter - 5%

Weight/Thickness ± 1 in.

ROLLED & WELDED ASTM

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%




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.


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%




Spiralweld 130 feet 39.6 m

Rolled & Welded 120 feet 36.6 m

C9 59 feet 18.0 m

WOF/WOM‡ 25 feet 7.6 m

WOF/WOM-XL‡ 25 feet 7.6 m

CF‡ 25 feet 7.6 m

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.‡ Covered by one or more patents owned by PilePro, LLC (www.pilepro.com)




HZMHZM Steel Wall Systems

Fully Interlocking System

Hundreds of Combinations

Backside Connectors for Extra Strength



SECTION

DIMENSIONS

Suitable Connector

h

inmm

h1

inmm

w

inmm

tmax

inmm

t

inmm

s

inmm

r

inmm

HZ 880M A 32.73831.3

31.63803.4

18.03458

1.1428.96

0.7418.8

0.5113.0

0.7920 RZDU 16 RH 16

HZ 880M B 32.73831.3

31.79807.4

18.11460

1.1428.96

0.8220.8

0.5915.0

0.7920 RZDU 16 RH 16

HZ 880M C 32.73831.3

31.95811.4

18.11460

1.1428.96

0.9022.9

0.5915.0

0.7920 RZDU 16 RH 16

HZ 1080M A 42.331075.3

41.241047.4

17.87454

1.1428.96

0.7719.6

0.6316.0

1.3835 RZDU 16 RH 16

HZ 1080M B 42.331075.3

41.471053.4

17.87454

1.1428.96

0.8922.6

0.6316.0

1.3835 RZDU 16 RH 16

HZ 1080M C 42.331075.3

41.711059.4

17.95456

1.1428.96

1.0125.7

0.7118.0

1.3835 RZDU 16 RH 16

HZ 1080M D 42.331075.3

42.021067.4

17.99457

1.2130.73

1.1729.7

0.7519.0

1.3835 RZDU 16 RH 16

HZ 1180M A 42.341075.4 - 18.03

4581.3634.54

1.2231.0

0.7920.0

1.3835 RZDU 16 RH 16

HZ 1180M B 42.501079.4 - 18.03

4581.4436.58

1.3033.0

0.7920.0

1.3835 RZDU 16 RH 16

HZ 1180M C 42.651083.4 - 18.07

4591.5238.60

1.3835.1

0.8321.0

1.3835 RZDU 18 RH 20

HZ 1180M D 42.811087.4 - 18.11

4601.6040.64

1.4637.1

0.8722.0

1.3835 RZDU 18 RH 20

HZ-M - King Pile



SECTION

PROPERTIES PER SOLUTION

Coating AreaDimensions

Sectional Area

in2

cm2

Mass

lb/ftkg/m

Moment of Inertia Elastic Section Modulus

v1

inmm

v2

inmm

v3

inmm

v4

inmm

u

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 15.82401.7 - 16.36

415.7 - 9.02229.0

45.82295.6

155.92232.0

8,571.4356770

960.839990

541.98880 - 106.5

17451.510.459

9.732.966

HZ 880M B 15.89403.7 - 16.36

415.7 - 9.06230.0

50.87328.2

173.13257.6

9,435.8392750

1,027.542770

593.89730 - 113.5

18601.510.461

9.742.967

HZ 880M C 15.97405.7 - 16.36

415.7 - 9.06230.0

53.11342.7

180.76269.0

10,012.7416760

1,065.544350

627.010275 - 117.8

19301.510.461

9.742.967

HZ 1080M A 20.62523.7 - 21.17

537.7 - 8.94227.0

58.00374.2

197.39293.8

16,943.9705260

944.939330

821.713465 - 105.9

17351.490.455

11.143.396

HZ 1080M B 20.74526.7 - 21.17

537.7 - 8.94227.0

61.63397.6

209.72312.1

18,512.5770550

1,016.542310

892.814630 - 113.8

18651.490.455

11.143.396

HZ 1080M C 20.85529.7 - 21.17

537.7 - 8.98228.0

68.14439.6

231.88345.1

20,396.5848970

1,080.244960

977.916025 - 120.2

19701.500.457

11.153.397

HZ 1080M D 21.01533.7 - 21.17

537.7 - 9.00228.5

73.41473.6

249.82371.8

22,231.8925360

1,127.746940

1,058.217340 - 125.4

20551.500.457

11.153.397

HZ 1180M A 21.17537.7 - 21.17

537.7 - 9.02229.0

77.63500.8

264.18393.1

23,617.8983050

1,152.047950

1,115.818285 - 127.8

20951.500.457

11.153.397

HZ 1180M B 21.25539.7 - 21.25

539.7 - 9.02229.0

80.46519.1

273.83407.5

24,893.71036160

1,228.951150

1,171.719200 - 136.4

22351.500.457

11.183.407

HZ 1180M C 21.33541.7 - 21.33

541.7 - 9.04229.5

84.98548.3

289.21430.4

26.434.91100310

1,314.954730

1,239.420310 - 145.5

23851.510.459

11.213.416

HZ 1180M D 21.41543.7 - 21.41

543.7 - 9.06230.0

89.51577.5

304.63453.3

27,991.51165100

1,401.958350

1,307.721430 - 154.7

25351.530.460

11.243.425

* Referring outside of HZM-flange. ** Referring outside of connector.

Solution 100



SECTION



Sectional Area

in2

cm2

Mass

lb/ftkg/m


v1

inmm

v2

inmm

v3

inmm

v4

inmm

u

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 15.99406.2

15.64397.2

16.54420.1

16.19411.2

9.02229.0

45.32292.4

154.24229.5

8,441.2351350

928.338640

527.98650 - 102.8

16851.570.478

9.732.966

HZ 880M B 16.07408.1

15.72399.3

16.54420.0

16.19411.2

9.06230.0

50.33324.7

171.30254.9

9,293.1386810

991.841280

578.59480 - 109.5

17951.580.481

9.742.967

HZ 880M C 16.14409.9

15.81401.5

16.53419.9

16.20411.4

9.06230.0

52.58339.2

178.93266.3

9,870.2410830

1,030.042870

611.810025 - 113.8

18651.580.481

9.742.967

HZ 1080M A 20.79528.2

20.44519.2

21.34542.1

20.99533.2

8.94227.0

57.52371.1

195.75291.3

16,729.6696340

913.738030

804.613185 - 102.2

16751.550.473

11.143.396

HZ 1080M B 20.92531.4

20.55522.0

21.35542.3

20.98533.0

8.94227.0

61.09394.1

207.89309.4

18,273.4760600

981.940870

873.614315 - 109.8

18001.560.475

11.143.396

HZ 1080M C 21.02533.9

20.69525.5

21.33541.9

21.00533.4

8.98228.0

67.60436.1

230.05342.4

20,157.5839020

1,045.143500

959.015715 - 116.6

19101.560.475

11.153.397

HZ 1080M D 21.17537.6

20.86529.8

21.32541.6

21.01533.7

9.00228.5

72.87470.1

247.99369.0

21,993.0915420

1,038.945480

1,038.917025 - 121.4

19901.560.475

11.153.397

HZ 1180M A 21.32541.4

21.02534.0

21.32541.6

21.02534.0

9.02229.0

77.09497.3

262.34390.4

23,377.3973040

1,116.446470

1,096.617970 - 123.9

20301.570.477

11.153.397

HZ 1180M B 21.44544.5

21.06534.9

21.44544.5

21.06534.9

9.02229.0

79.75514.5

271.39403.9

24,572.31022780

1,181.549180

1,146.318785 - 131.2

21501.580.481

11.183.407

HZ 1180M C 21.51546.3

21.15537.1

21.51546.3

21.15537.1

9.04229.5

84.26543.6

286.77426.8

26,111.31086840

1,267.352750

1,214.119895 - 140.4

23001.580.481

11.213.416

HZ 1180M D 21.67550.4

21.14537.0

21.67550.4

21.14537.0

9.06230.0

88.42570.5

300.92447.8

27,494.21144400

1,329.855350

1,269.020795 - 146.8

24051.600.487

11.243.419


Solution 102



SECTION



Sectional Area

in2

cm2

Mass

lb/ftkg/m


v1

inmm

v2

inmm

v3

inmm

v4

inmm

u

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 15.82401.7 - 16.36

415.7 - 9.02229.0

44.83289.2

152.57227.0

8,313.6346040

895.937290

525.78615 - 99.5

16301.570.478

9.792.984

HZ 880M B 15.89403.7 - 16.36

415.7 - 9.06230.0

49.80321.3

169.47252.2

9,153.8381010

956.239800

576.19440 - 105.6

17301.580.481

9.802.987

HZ 880M C 15.97405.7 - 16.39

415.7 - 9.06230.0

52.04335.7

177.01263.6

9,730.8405030

994.241380

609.39985 - 109.8

18001.580.480

9.802.987

HZ 1080M A 20.62523.7 - 21.17

537.7 - 8.94227.0

57.04368.0

194.10288.9

16,518.6687560

882.436730

801.213130 - 98.9

16201.550.473

11.203.414

HZ 1080M B 20.74526.7 - 21.17

537.7 - 8.94227.0

60.55390.6

206.06306.7

18,038.5750820

947.339430

869.914255 - 105.9

17351.560.475

11.203.415

HZ 1080M C 20.85529.7 - 21.17

537.7 - 8.98228.0

67.06432.7

228.22339.6

19,922.3829230

1,010.342050

955.315655 - 112.6

18451.560.476

11.213.417

HZ 1080M D 21.01533.7 - 21.17

537.7 - 9.00228.5

72.33466.7

246.16366.3

21,757.8905630

1,057.644020

1,035.616970 - 117.5

19251.560.477

11.213.417

HZ 1180M A 21.17537.7 - 21.17

537.7 - 9.02229.0

76.54493.8

260.49387.7

23,139.9963160

1,080.944990

1,093.217915 - 119.9

19651.570.477

11.213.418

HZ 1180M B 21.25539.7 - 21.25

539.7 - 9.02229.0

79.03509.8

268.94400.2

24,256.41009630

1,134.547220

1,141.518705 - 125.7

20601.580.481

11.253.430

HZ 1180M C 21.33541.7 - 21.33

541.7 - 9.04229.5

83.55539.0

284.32423.1

25,793.01073590

1,220.050780

1,209.519820 - 134.9

22101.580.482

11.283.439

HZ 1180M D 21.41543.7 - 21.41

543.7 - 9.06230.0

87.33563.4

297.20442.3

27,009.11124210

1,257.752350

1,261.720675 - 138.8

22751.600.487

11.293.440


Solution 104



SECTION



Sectional Area

in2

cm2

Mass

lb/ftkg/m


v1

inmm

v2

inmm

v3

inmm

v4

inmm

u1

inmm

u2

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 14.02356.2

17.61447.2

15.37390.5 - 9.01

228.911.14282.9

51.70333.5

175.93261.8

9,868.7410770

1,504.962640

560.59185

642.010520

135.22215

2.040.621

9.903.017

HZ 880M B 14.27362.5

17.51444.9

15.55394.9 - 9.05

229.911.18283.9

56.71365.8

192.98287.2

10,738.2446960

1,573.265480

613.010045

690.811320

140.72305

2.050.624

9.913.019

HZ 880M C 14.41366.1

17.53445.3

15.61396.4 - 9.05

229.911.18283.9

58.95380.3

200.61298.5

11,320.8471210

1,611.167060

645.310580

725.311885

144.02360

2.050.624

9.903.019

HZ 1080M A 18.72475.6

22.51571.8

20.07509.9 - 8.93

226.911.06280.9

63.89412.2

217.43323.6

19,207.5799480

1,480.761630

853.113980

956.915680

133.92195

2.020.617

11.313.447

HZ 1080M B 18.96481.5

22.51571.9

20.19512.9 - 8.93

226.911.06280.9

67.46435.2

229.58341.6

20,767.9864430

1,548.964470

922.415115

1,028.616855

140.12295

2.030.618

11.313.447

HZ 1080M C 19.23488.5

22.48570.9

20.35516.8 - 8.97

227.911.10281.9

73.97477.2

251.74374.6

22,670.7943630

1,616.967300

1,008.716530

1,114.318260

145.32390

2.030.619

11.323.449

HZ 1080M D 19.50495.3

22.53572.1

20.46519.6 - 8.99

228.411.12282.4

79.24511.2

269.67401.3

24,519.01020560

1,666.969380

1,088.717840

1,198.819645

149.82455

2.030.620

11.323.449

HZ 1180M A 19.73501.2

22.61574.2

20.53521.5 - 9.01

228.911.14282.9

83.46538.4

284.02422.7

25,912.41078560

1,693.070470

1,146.318785

1,262.020680

151.92490

2.040.621

11.323.449

HZ 1180M B 19.90505.5

22.60573.9

20.62523.8 - 9.01

228.911.14282.9

86.12555.6

293.07436.1

27,124.21129000

1,758.173180

1,200.319670

1,315.421555

157.72585

2.040.622

11.333.454

HZ 1180M C 19.90505.5

22.75577.9

20.66524.8 - 9.03

229.411.16283.4

91.33589.2

310.81462.5

28,917.91203660

1,897.578980

1,271.120830

1,399.622935

170.02785

2.080.635

11.363.463

HZ 1180M D 20.13511.2

22.68576.2

20.81528.5 - 9.05

229.911.18283.9

95.49616.1

324.96483.6

30,333.21262570

1,962.681690

1,337.321915

1,457.923890

175.42875

2.100.641

11.383.468


Solution 12

Delivery Form

D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28', 100 mm/m) over the whole pile length + 19.68" (500 mm)continuous weld at top and toe

R = continuous weld, a = 0.236" (6 mm), length 19.68" (500 mm) at top and toe only



SECTION



Sectional Area

in2

cm2

Mass

lb/ftkg/m


v1

inmm

v2

inmm

v3

inmm

v4

inmm

u1

inmm

u2

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 15.79401.1

15.84402.4

17.14435.4

17.20436.8

9.01228.9

11.14282.9

57.44370.6

195.49290.9

11,485.9478080

2,013.583810

725.011880

667.910945

180.92965

2.040.621

10.673.253

HZ 880M B 15.87403.1

15.92404.3

17.14435.4

17.19436.8

9.05229.9

11.18283.9

62.41402.6

212.38316.1

12,326.0513050

2,083.286710

774.412690

716.711745

186.43055

2.050.624

10.683.256

HZ 880M C 15.95405.1

16.00406.3

17.14435.5

17.19436.7

9.05229.9

11.18283.9

64.65417.1

220.02327.4

12,903.21537070

2,121.388290

806.713220

750.612300

189.83110

2.050.624

10.683.255

HZ 1080M A 20.59522.9

20.65524.5

21.94557.3

22.00558.9

8.93226.9

11.06280.9

69.65449.3

237.02352.7

21,900.5911570

1,981.682480

1,060.617380

995.316310

179.12935

2.020.617

12.083.683

HZ 1080M B 20.71526.0

20.77527.4

21.94557.3

22.00558.9

8.93226.9

11.06280.9

73.16472.0

248.98370.5

23,420.1974820

2,046.485180

1,128.018485

1,064.617445

185.23035

2.030.618

12.093.684

HZ 1080M C 20.83529.0

20.88530.4

21.94557.3

22.00558.9

8.97227.9

11.10281.9

79.67514.0

271.14403.5

25,304.31053250

2,118.588180

1,211.919860

1,150.318850

191.03130

2.030.619

12.093.685

HZ 1080M D 20.99533.1

21.04534.3

21.94557.3

22.00558.9

8.99228.4

11.12282.4

84.94548.0

289.07430.2

27,139.61129640

2,170.790350

1,290.021140

1,233.620215

195.33200

2.030.620

12.093.686

HZ 1180M A 21.15537.1

21.19538.3

21.95557.4

22.00558.9

9.01228.9

11.14282.9

89.15575.2

303.41451.5

28,521.81187170

2,198.591510

1,345.922055

1,296.821250

197.43235

2.040.621

12.103.687

HZ 1180M B 21.22539.1

21.27540.3

21.95557.4

22.00558.9

9.01228.9

11.14282.8

91.64591.2

311.86464.1

29,638.21233640

2,252.193740

1,393.522835

1,347.422080

202.33315

2.040.622

12.103.688

HZ 1180M C 21.49545.9

21.16537.5

22.25565.2

21.92556.8

9.03229.4

11.16283.4

98.44635.1

334.99498.5

32,120.91336980

2,538.7105670

1,494.524490

1,443.523655

227.63730

2.080.635

12.213.722

HZ 1180M D 21.57547.8

21.25539.6

22.25565.1

21.93556.9

9.05229.9

11.18283.9

102.22659.5

347.87517.7

33,337.11387600

2,582.2107480

1,546.025335

1,498.424555

231.03785

2.100.641

12.233.728


Solution 14

Delivery Form

D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28’, 100 mm/m) over the whole pile length + 19.68" (500 mm) continuous weld at top and toe



Solution 24

Delivery FormForm a Form b

SECTION



Sectional Area

in2

cm2

Mass

lb/ftkg/m


v1

inmm

v2

inmm

v3

inmm

v4

inmm

u1

inmm

u2

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 14.83376.7

16.80426.7

16.19411.2

18.16461.2

18.30464.8

20.43518.9

102.27659.8

348.05518.0

19,700.5820000

11,783.3490460

1,172.919220

1,085.017780

576.79450

3.751.144

11.683.559

HZ 880M B 15.00380.9

16.79426.5

16.27413.4

18.07458.9

18.38466.9

20.51520.9

112.20723.9

381.85568.3

21,389.7890310

12,853.1534990

1,273.920875

1,183.919400

626.710270

3.771.150

11.703.565

HZ 880M C 15.11383.8

16.83427.6

16.31414.3

18.03458.1

18.38466.9

20.51520.9

116.69752.8

397.12591.0

22,547.0938480

13,319.7554410

1,339.521950

1,250.420490

649.610645

3.771.150

11.693.565

HZ 1080M A 19.58497.4

21.65550.0

20.94531.8

23.01584.4

18.14460.9

20.27514.9

126.68817.3

431.12641.6

38.283.11593470

13,659.9568570

1,767.928970

1,663.827265

674.011045

3.731.136

13.073.985

HZ 1080M B 19.75501.8

21.72551.6

20.99533.2

22.95583.1

18.14460.9

20.27514.9

133.71862.6

455.04677.2

41,329.71720280

14,385.9598790

1,903.031185

1,800.529505

709.711630

3.731.138

13.083.987

HZ 1080M C 19.96507.0

21.75552.4

21.08535.4

22.87580.8

18.22462.9

20.35516.9

146.73946.7

499.36743.1

45,109.31877600

15,733.3654870

2,074.233990

1,972.632325

773.212670

3.741.141

13.093.990

HZ 1080M D 20.18512.5

21.85554.9

21.14536.9

22.81579.3

18.26463.9

20.39517.9

157.271014.7

535.23796.5

48,787.82030710

16,792.3698950

2,233.236595

2,139.235055

823.513495

3.751.142

13.103.991

HZ 1180M A 20.38517.6

21.96557.8

21.18538.0

22.77578.2

18.30464.9

20.43518.9

165.701069.0

563.90839.2

51,557.92146010

17,628.8733770

2,347.638470

2,264.937115

862.914140

3.751.144

13.103.993

HZ 1180M B 20.48520.2

22.02559.2

21.20538.6

22.74577.7

18.30464.9

20.43518.9

170.661101.0

580.80864.3

53,793.92239080

18,164.3756060

2,443.440040

2,365.338760

889.114570

3.761.147

13.134.002

HZ 1180M C 20.53521.4

22.12562.0

21.29540.7

22.88581.3

18.38466.9

20.51520.9

181.981174.1

619.31921.6

57,800.82405860

19,543.1813450

2,612.442810

2,525.841390

952.915615

3.821.164

13.174.015

HZ 1180M D 20.64524.2

22.17563.2

21.32541.5

22.85580.5

18.42467.9

20.55521.9

189.551222.9

645.07960.0

60,237.42507280

20,355.4847260

2,716.844520

2,635.943195

990.716235

3.861.176

13.204.025






Solution 26

Delivery FormForm a Form b

SECTION



Sectional Area

in2

cm2

Mass

lb/ftkg/m


v1

inmm

v2

inmm

v3

inmm

v4

inmm

u1

inmm

u2

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 15.81401.4

15.82402.0

17.16435.8

17.19436.5

18.31464.9

20.43518.9

108.51700.1

369.28549.6

21,379.6889890

13,940.3580240

1,351.122135

1,244.020385

682.611180

3.751.144

12.393.776

HZ 880M B 15.88403.4

15.91404.0

17.16435.8

17.18436.5

18.38466.9

20.50520.9

118.44764.1

403.08599.9

23,059.9959830

15,028.4625530

1,449.623755

1,341.921990

732.912010

3.771.150

12.413.782

HZ 880M C 15.96405.4

15.98406.0

17.16435.9

17.18436.5

18.38466.9

20.50520.9

122.93793.1

418.35622.6

24,213.81007860

15,494.9644950

1,514.924825

1,409.023090

755.812380

3.771.150

12.413.782

HZ 1080M A 20.60523.3

20.63524.1

21.96557.7

21.99558.5

18.14460.9

20.27514.9

132.92857.6

452.36673.2

41,095.01710510

15,780.3656830

1,991.532635

1,868.930625

778.412755

3.731.136

13.794.202

HZ 1080M B 20.72526.3

20.75527.1

21.96557.7

21.99558.5

18.14460.9

20.27514.9

139.95902.9

476.27708.8

44,134.61837030

16,506.6687060

2,127.034855

2,007.132890

814.413345

3.731.138

13.794.204

HZ 1080M C 20.84529.4

20.87530.1

21.96557.8

21.99558.5

18.22462.9

20.35516.9

152.97986.9

520.59774.7

47,902.71993870

17,872.2743900

2,295.437615

2,178.635700

878.414395

3.741.141

13.804.208

HZ 1080M D 21.00533.4

21.02534.0

21.96557.8

21.99558.5

18.26463.9

20.39517.9

163.511054.9

556.46828.1

51,573.52146660

18,940.1788350

2,452.940195

2,345.838440

929.115225

3.751.142

13.814.209

HZ 1180M A 21.16537.4

21.18538.0

21.96557.8

21.99558.4

18.30464.9

20.43518.9

171.941109.3

585.13870.8

54,338.12261730

19,785.8823550

2,565.442040

2,471.540500

968.815875

3.751.144

13.814.210

HZ 1180M B 21.24539.4

21.26540.0

21.96557.8

21.99558.4

18.30464.9

20.43518.8

176.901141.3

602.03895.9

56,570.92354670

20,321.3845840

2,661.043605

2,573.142165

995.016305

3.761.147

13.824.213

HZ 1180M C 21.41543.9

21.24539.5

22.17563.2

22.00558.8

18.38466.9

20.51520.9

189.811224.5

645.94961.3

61,256.82549710

22,283.7927520

2,860.846880

2,762.945275

1,086.517805

3.821.164

13.954.251

HZ 1180M D 21.49545.8

21.32541.6

22.17563.1

22.00558.9

18.42467.9

20.55521.9

197.371273.4

671.70999.6

63,689.12650950

23,107.5961810

2,963.948570

2,873.047080

1,124.718430

3.861.176

13.994.264






SECTION

Dimensions


Sectional Area (per double)

in2

cm2

Mass

lb/ftkg/m

Moment of Inertia

Elastic Section Modulus

Radius of Gyration Coating Area

w

inmm

h

inmm

t

inmm

s

inmm

y-y

in4

cm4

y-y

in3

cm3

y-y

incm

ft2/ftm2/m

AZ 14-770 30.31345

13.561540

0.3759.5

0.3759.5

31.40202.6

106.84159.0

862.235890

127.22085

5.2413.31

6.101.85

AZ 19-700 27.56421

16.561400

0.3759.5

0.3759.5

31.59203.8

107.52160.0

1,324.555130

159.82620

6.4716.44

6.101.86

AZ 26-700 27.56460

18.111400

0.48012.2

0.48012.2

40.63262.1

138.24205.7

2,008.783610

221.83635

7.0317.86

6.331.93

AZ - Intermediary Piles



SECTION

Dimensions

Suitable King Pile

Sectional Area

in2

cm2

Mass

lb/ftkg/m

Moment of Inertia

Elastic Section Modulus Coated Area

h

inmm

b

inmm

a

inmm

ay

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y

in3

cm3

z-z

in3

cm3

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

RZD 16 2.4361.8

3.1980.5 - 1.24

31.5 HZ 880M / 1080M / 1180M A-B 3.2120.7

10.8916.2

1.457

2.394

1.118

1.322

0.390.12

0.200.06

RZU 16 2.4361.8

3.1980.5 - 1.51

38.3 HZ 880M / 1080M / 1180M A-B 3.1620.4

10.8216.1

1.668

2.394

1.118

1.322

0.260.08

0.330.10

RH 16 2.4361.8

2.6968.2

0.4812.2

1.2832.5 HZ 880M / 1080M / 1180M A-B 3.12

20.110.7516.0

2.083

1.354

1.525

1.016

0.330.10

0.300.09

RZD 18 2.6567.3

3.3585.0 - 1.41

35.9 HZ 1180M C-D 3.5723.0

12.1618.1

1.978

2.6110

1.322

1.525

0.390.12

0.230.07

RZU 18 2.6567.3

3.3585.0 - 1.66

42.1 HZ 1180M C-D 3.5022.6

12.0317.9

2.292

2.6110

1.322

1.525

0.300.09

0.330.10

RH 20 2.6567.3

3.1279.2

0.5614.2

1.4436.5 HZ 1180M C-D 3.91

25.213.4420.0

2.9122

2.188

2.033

1.322

0.360.11

0.330.10

Without other specifications, all the connectors are offered in Grade S 430 GP.

Connectors



SECTION

PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION

Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m

*Elastic Section Modulus

in3/ftcm3/m

**Elastic Section Modulus

in3/ftcm3/m

*** AZ 14-770 Coating Area

lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 12.25265.4

1,581.7215994

89.84827.9

102.95532.2

34.10166.49

37.89184.99

41.68203.50

8.092.466

15.954.862

HZ 880M B 12.97281.0

1,708.2233269

97.65247.3

109.85903.2

36.58178.60

40.37197.10

44.15215.56

8.102.469

15.964.865

HZ 880M C 13.30288.2

1,794.0244985

102.35500.0

114.96177.4

37.70184.07

41.49202.57

45.28221.08

8.102.469

15.964.865

HZ 1080M A 14.07304.9

2,963.8404731

131.77080.6

147.77940.8

40.30196.76

44.09215.27

47.89233.82

8.082.463

17.365.291

HZ 1080M B 14.60316.3

3,194.3436208

141.97629.0

158.28505.3

42.09205.50

45.89224.05

49.68242.56

8.082.463

17.365.291

HZ 1080M C 15.55336.9

3,471.9474116

154.58306.4

170.79177.4

45.32221.27

49.11239.77

52.91258.33

8.082.463

17.375.294

HZ 1080M D 16.32353.6

3,742.8511110

166.28935.4

182.99833.3

47.94234.06

51.73252.57

55.52271.07

8.092.466

17.375.294

HZ 1180M A 16.93366.8

3,946.4538913

174.69387.0

192.210333.3

50.03244.27

53.82262.77

57.61281.28

8.092.466

17.375.294

HZ 1180M B 17.32375.3

4,125.0563303

182.69817.1

200.010752.6

51.37250.81

55.16269.31

58.95287.82

8.092.466

17.395.300

HZ 1180M C 18.08391.7

4,387.2599108

192.910370.9

212.311413.9

53.82262.77

57.67281.57

61.53300.41

8.142.481

17.425.310

HZ 1180M D 18.68404.7

4,593.6627294

202.510887.0

220.811870.9

55.87272.78

59.73291.63

63.59310.47

8.162.487

17.435.313

* Referring outside of HZM-flange (v2), ** Referring outside of connector (v3), *** Length of connectors = Length of AZ.

Combination HZ…M-12 / AZ 14-770


81.38 in.2067.1 mm


SECTION


Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m


lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 13.09283.6

1,820.1248550

114.96177.4

105.85688.1

35.73174.45

40.15196.03

44.56217.56

8.092.466

16.725.096

HZ 880M B 13.81299.2

1,942.0265196

122.06559.1

112.96069.9

38.19186.46

42.60208.00

47.01229.52

8.102.469

16.735.099

HZ 880M C 14.14306.4

2,026.9276790

126.86817.2

117.96338.7

39.31191.93

43.72213.46

48.13234.99

8.102.469

16.735.099

HZ 1080M A 14.92323.3

3,361.5459040

162.88752.6

152.88215.0

41.94204.77

46.36226.35

50.78247.93

8.082.463

18.145.529

HZ 1080M B 15.44334.5

3,586.0489698

172.79284.9

162.98758.0

43.70213.36

48.13234.99

52.55256.57

8.082.463

18.145.529

HZ 1080M C 16.39355.1

3,860.5527183

184.99940.8

175.59435.4

46.93229.13

51.35250.71

55.77272.29

8.082.463

18.145.529

HZ 1080M D 17.16371.8

4,129.2563876

196.310553.7

187.710091.3

49.55241.92

53.97263.50

58.39285.08

8.092.466

18.155.532

HZ 1180M A 17.77385.0

4,331.0591434

204.310983.8

196.910586.0

51.64252.13

56.06273.71

60.47295.24

8.092.466

18.155.532

HZ 1180M B 18.13392.8

4,495.5613897

211.311360.1

204.410989.2

52.88258.18

57.30279.76

61.72301.34

8.092.466

18.155.532

HZ 1180M C 19.13414.5

4,859.1663550

226.112155.8

218.411741.9

55.81272.49

60.45295.14

65.09317.80

8.142.481

18.275.569

HZ 1180M D 19.68426.4

5,035.9687693

233.512553.7

226.412172.0

57.68281.62

62.32304.27

66.96326.93

8.162.487

18.295.575

* Referring outside of HZM-flange (highest value of v1; v2), ** Referring outside of connector (highest value of v3; v4), *** Length of connectors = Length of AZ.



81.38 in.2067.1 mm


SECTION


Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m


lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 16.04347.5

2,467.6336971

146.87892.4

135.97306.4

48.42236.41

51.51251.49

54.59266.53

9.812.990

17.735.404

HZ 880M B 17.21372.9

2,666.1364078

158.88537.6

147.67935.4

52.39255.79

55.47270.83

58.55285.86

9.832.996

17.755.410

HZ 880M C 17.74384.4

2,804.8383018

166.68956.9

155.58360.2

54.22264.72

57.30279.76

60.38294.80

9.832.996

17.755.410

HZ 1080M A 19.03412.3

4,712.4643517

217.611698.9

204.811010.7

58.57285.96

61.67301.10

54.76267.36

9.782.981

19.135.831

HZ 1080M B 19.88430.7

5,079.2693606

233.912575.2

221.211892.4

61.45300.02

64.55315.16

67.64330.25

9.792.984

19.145.834

HZ 1080M C 21.41463.9

5,525.4754539

254.113661.2

241.612989.2

66.68325.56

69.77340.65

72.86355.73

9.802.987

19.155.837

HZ 1080M D 22.66491.0

5,962.8814269

273.014677.3

261.414053.7

70.94346.36

74.02361.40

77.11376.48

9.802.987

19.155.837

HZ 1180M A 23.65512.4

6,290.6859033

286.415397.8

276.314854.7

74.32362.86

77.41377.95

80.49392.98

9.812.990

19.155.837

HZ 1180M B 24.25525.4

6,558.9895672

297.916016.0

288.415505.3

76.35372.77

79.43387.81

82.52402.90

9.822.993

19.185.846

HZ 1180M C 25.57554.0

7,028.7959827

317.717080.5

307.116510.6

80.73394.16

83.87409.49

87.00424.77

9.873.008

19.235.861

HZ 1180M D 26.45573.1

7,314.9998910

329.917736.4

320.117209.6

83.75408.90

86.89424.23

90.02439.51

9.913.021

19.265.870




99.92 in.2538.0 mm


SECTION


Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m


lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 16.79363.8

2,669.1364487

168.69064.5

155.38349.4

49.95243.88

53.54261.40

57.14278.98

9.812.990

18.445.621

HZ 880M B 17.95388.9

2,866.2391403

180.29688.1

166.78962.3

53.92263.26

57.51280.79

61.10298.31

9.832.996

18.465.627

HZ 880M C 18.49400.6

3,004.5410289

188.010107.5

174.89397.8

55.75272.19

59.34289.72

62.93307.25

9.832.996

18.465.627

HZ 1080M A 19.78428.6

5,050.9689741

244.813161.2

229.712349.4

60.11293.48

63.71311.06

67.32328.68

9.782.981

19.846.047

HZ 1080M B 20.63447.0

5,416.8739708

261.114037.5

246.413247.2

62.99307.54

66.59325.12

70.20342.74

9.792.984

19.856.050

HZ 1080M C 22.16480.1

5,861.1800381

280.915102.1

266.514327.9

68.21333.03

71.81350.61

75.41368.18

9.802.987

19.866.053

HZ 1080M D 23.41507.2

6,297.4859962

299.616107.4

286.415397.8

72.47353.83

76.06371.36

79.66388.93

9.802.987

19.866.053

HZ 1180M A 24.40528.7

6,624.2904589

312.816817.1

301.316198.8

75.85370.33

79.45387.91

83.04405.43

9.812.990

19.876.056

HZ 1180M B 25.00541.7

6,892.1941173

324.217430.0

313.516854.7

77.88380.24

81.47397.77

85.07415.35

9.822.993

19.886.059

HZ 1180M C 26.50574.2

7,442.71016362

347.518682.7

335.618042.9

82.64403.48

86.42421.94

90.19440.34

9.873.008

20.006.096

HZ 1180M D 27.39593.5

7,728.11055335

359.619333.2

348.618741.8

85.66418.23

89.44436.68

93.21455.09

9.913.021

20.046.108




99.92 in.2538.0 mm


SECTION


Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m


lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 13.17285.4

1,769.6241653

100.55403.2

115.16188.1

36.64178.89

40.72198.81

44.81218.78

8.132.478

15.994.874

HZ 880M B 13.94302.0

1,905.1260157

108.85849.4

122.66591.4

39.29191.83

43.37211.75

47.45231.67

8.142.481

15.994.874

HZ 880M C 14.30309.8

1,997.1272720

113.96123.6

128.06881.7

40.50197.74

44.58217.66

48.66237.58

8.132.478

15.994.874

HZ 1080M A 15.13327.8

3,252.7444183

144.57768.8

162.08709.6

43.29211.36

47.38231.33

51.48251.35

8.112.472

17.405.304

HZ 1080M B 15.69340.0

3,500.0477954

155.58360.2

173.49322.5

45.21220.73

49.31240.75

53.40260.72

8.122.475

17.405.304

HZ 1080M C 16.71362.1

3,797.5518580

169.09086.0

186.710037.6

48.67237.63

52.76257.60

56.85277.56

8.122.475

17.405.304

HZ 1080M D 17.53379.8

4,087.8558223

181.49752.6

199.910747.2

51.49251.39

55.57271.25

59.66291.28

8.122.475

17.415.307

HZ 1180M A 18.19394.1

4,306.1588033

190.510241.9

209.711274.1

53.73262.33

57.81282.25

61.90302.22

8.122.475

17.415.307

HZ 1180M B 18.61403.2

4,497.6614184

199.010698.9

218.111725.7

55.16269.31

59.24289.23

63.33309.20

8.132.478

17.425.310

HZ 1180M C 19.42420.8

4,778.7652571

210.111295.6

231.312435.4

57.78282.11

61.94302.42

66.10322.73

8.172.490

17.455.319

HZ 1180M D 20.07434.9

4,999.8682764

220.411849.4

240.312919.3

59.99292.90

64.14313.16

68.30333.47

8.192.496

17.475.325




75.87 in.1927.1 mm


SECTION


Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m


lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 14.07304.9

2,025.2276558

127.96876.3

117.76327.9

38.39187.44

43.14210.63

47.90233.87

8.132.478

16.765.108

HZ 880M B 14.84321.5

2,155.8294392

135.47279.5

125.46741.9

41.02200.28

45.77223.47

50.52246.66

8.142.481

16.775.111

HZ 880M C 15.20329.3

2,247.0306846

140.47548.3

130.77026.8

42.22206.13

46.97229.33

51.72252.52

8.132.478

16.775.111

HZ 1080M A 16.04347.5

3,679.4502452

178.29580.6

167.28989.2

45.05219.95

49.81243.19

54.58266.48

8.112.472

18.175.538

HZ 1080M B 16.59359.5

3,920.1535322

188.810150.5

178.29580.6

46.94229.18

51.71252.47

56.47275.71

8.122.475

18.185.541

HZ 1080M C 17.61381.6

4,214.2575484

201.810849.4

191.610301.0

50.40246.07

55.16269.31

59.92292.55

8.122.475

18.185.541

HZ 1080M D 18.43399.3

4,502.4614840

214.011505.3

204.711005.3

53.21259.79

57.97283.03

62.73306.27

8.122.475

18.185.541

HZ 1180M A 19.09413.6

4,718.6644364

222.611967.7

214.611537.6

55.45270.73

60.21293.97

64.96317.16

8.122.475

18.185.541

HZ 1180M B 19.48422.1

4,895.1668466

230.112370.9

222.511962.3

56.78277.22

61.54300.46

66.30323.70

8.132.478

18.195.544

HZ 1180M C 20.55445.3

5,284.8721683

245.913220.3

237.512768.7

59.92292.55

64.92316.97

69.92341.38

8.172.490

18.305.578

HZ 1180M D 21.13457.8

5,474.2747547

253.813645.1

246.113231.1

61.92302.32

66.92326.73

71.92351.14

8.192.496

18.325.584




75.87 in.1927.1 mm


SECTION


Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m


lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 17.00368.3

2,670.3364651

158.98543.0

147.07903.2

51.29250.42

54.57266.43

57.86282.50

9.842.999

17.775.416

HZ 880M B 18.23395.0

2,880.0393288

171.59220.4

159.48569.8

55.49270.92

58.77286.94

62.04302.90

9.863.005

17.795.422

HZ 880M C 18.80407.3

3,026.7413321

179.89666.6

167.99026.8

57.43280.40

60.70296.36

63.98312.38

9.863.005

17.785.419

HZ 1080M A 20.17437.0

5,047.1689223

233.112532.2

219.411795.6

62.05302.95

65.34319.02

68.63335.08

9.822.993

19.165.840

HZ 1080M B 21.06456.3

5,435.4742248

250.313456.9

236.812731.1

65.10317.84

68.39333.91

71.68349.97

9.822.993

19.175.843

HZ 1080M C 22.68491.4

5,907.1806663

271.614602.1

258.413892.4

70.63344.84

73.91360.86

77.20376.92

9.832.996

19.185.846

HZ 1080M D 24.01520.2

6,369.8869848

291.615677.3

279.315016.0

75.13366.81

78.41382.83

81.69398.84

9.842.999

19.185.846

HZ 1180M A 25.06543.0

6,716.2917152

305.816440.8

295.015860.1

78.71384.29

81.99400.31

85.27416.32

9.842.999

19.195.849

HZ 1180M B 25.69556.6

7,000.2955935

318.017096.7

307.816548.3

80.85394.74

84.13410.76

87.41426.77

9.853.002

19.225.858

HZ 1180M C 27.08586.7

7,496.61023722

338.818214.9

327.517607.4

85.48417.35

88.82433.65

92.15449.91

9.913.021

19.265.870

HZ 1180M D 28.01606.9

7,799.11065031

351.718908.5

341.318349.3

88.67432.92

92.01449.23

95.34465.49

9.953.033

19.295.880




94.41 in.2398.0 mm


SECTION


Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m


lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 17.79376.6

2,883.5393766

182.29795.6

167.89021.4

52.91258.33

56.73276.98

60.55295.63

9.842.999

18.485.633

HZ 880M B 19.02402.6

3,091.7422197

194.410451.5

180.09677.4

57.11278.83

60.92297.44

64.74316.09

9.863.005

18.505.639

HZ 880M C 19.59414.7

3,238.1442189

202.610892.4

188.410129.0

59.04288.26

62.86306.91

66.67325.51

9.863.005

18.505.639

HZ 1080M A 20.96443.7

5,405.5738165

262.014085.9

245.813215.0

63.67310.86

67.51329.61

71.34348.31

9.822.993

19.886.059

HZ 1080M B 21.86462.7

5,792.8791054

279.215010.7

263.514166.6

66.72325.75

70.55344.45

74.39363.20

9.822.993

19.886.059

HZ 1080M C 23.48497.0

6,262.5855196

300.116134.3

284.915317.1

72.25352.75

76.07371.40

79.90390.10

9.832.996

19.896.062

HZ 1080M D 24.80524.9

6,723.8918190

319.817193.4

305.816440.8

76.75374.72

80.57393.37

84.39412.03

9.842.999

19.906.066

HZ 1180M A 25.85547.2

7,069.3965371

333.817946.1

321.517284.8

80.32392.15

84.14410.81

87.96429.46

9.842.999

19.906.066

HZ 1180M B 26.48560.5

7,352.91004099

345.918596.7

334.417978.4

82.47402.65

86.29421.30

90.11439.95

9.853.002

19.916.069

HZ 1180M C 28.07594.1

7,934.81083562

370.519919.2

357.919241.8

87.51427.26

91.52446.84

95.53466.42

9.913.021

20.046.108

HZ 1180M D 29.01614.0

8,236.31124734

383.320607.4

371.519973.0

90.70442.83

94.70462.36

98.719743.66

9.953.033

20.086.120




94.41 in.2398.0 mm


SECTION


Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m


lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 14.60308.9

1,877.8256 420

106.75 735

122.16 565

39.56193

44.61218

49.67243

8.372.551

16.234.948

HZ 880M B 15.37325.4

2,013.1274 900

114.96 180

129.56 960

42.21206

47.26231

52.31255

8.382.554

16.244.949

HZ 880M C 15.73332.9

2,105.1287 470

120.16 455

134.97 250

43.41212

48.46237

53.52261

8.382.554

16.244.949

HZ 1080M A 16.56350.5

3,361.2458 990

149.38 025

167.49 000

46.21226

51.28250

56.35275

8.362.547

17.645.378

HZ 1080M B 17.12362.4

3,608.3492 740

160.28 615

178.79 610

48.14235

53.20260

58.27285

8.362.548

17.645.378

HZ 1080M C 18.14383.9

3,905.7533 350

173.89 345

192.010 320

51.59252

56.66277

61.72301

8.362.549

17.655.379

HZ 1080M D 18.96401.3

4,196.1573 000

186.310 015

205.311 030

54.40266

59.46290

64.52315

8.372.550

17.655.380

HZ 1180M A 19.62415.2

4,414.2602 790

195.310 500

215.011 560

56.64277

61.70301

66.76326

8.372.551

17.655.381

HZ 1180M B 20.04424.1

4,605.8628 950

203.910 960

223.412 010

58.07284

63.13308

68.19333

8.372.552

17.675.385

HZ 1180M C 20.85441.3

4,886.8667 320

214.811 550

236.512 715

60.70296

65.83321

70.96346

8.422.565

17.705.394

HZ 1180M D 21.50455.0

5,107.8697 500

225.212 105

245.413 195

62.90307

68.03332

73.15357

8.442.571

17.715.399




75.87 in.1927.1 mm


SECTION


Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m


lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 15.50328.2

2,133.5291340

134.77240

124.16670

41.30202

47.03230

52.76258

8.372.551

17.005.183

HZ 880M B 16.27344.4

2,263.9309150

142.27645

131.77080

43.93214

49.65242

55.38270

8.382.554

17.015.186

HZ 880M C 16.63351.9

2,355.1321600

147.27915

137.07365

45.14220

50.86248

56.58276

8.382.554

17.015.186

HZ 1080M A 17.47369.8

3,787.7517240

183.49860

172.19255

47.97234

53.71262

59.45290

8.362.547

18.425.613

HZ 1080M B 18.03381.5

4,028.5550120

194.010430

183.19845

49.86243

55.61271

61.35300

8.362.548

18.425.614

HZ 1080M C 19.04403.0

4,322.5590270

207.011130

196.510565

53.32260

59.05288

64.79316

8.362.548

18.425.616

HZ 1080M D 19.86420.4

4,610.6629600

219.211785

209.611270

56.13274

61.86302

67.59330

8.372.550

18.435.616

HZ 1180M A 20.52434.3

4,826.7659120

227.812245

219.411795

58.37285

64.09313

69.82341

8.372.551

18.435.617

HZ 1180M B 20.91442.6

5,003.2683220

235.212645

227.512230

59.70291

65.43319

71.16347

8.372.552

18.435.619

HZ 1180M C 21.97465.1

5,393.0736440

250.913490

242.413030

62.84307

68.81336

74.78365

8.422.565

18.545.652

HZ 1180M D 22.56477.5

5,582.2762290

258.813915

250.913490

64.84317

70.81346

76.77375

8.442.571

18.565.659




75.87 in.1927.1 mm


SECTION


Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m


lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 18.15384.1

2,757.2376 510

164.18 825

151.98 165

53.64262

57.70282

61.76302

10.093.074

18.015.489

HZ 880M B 19.38410.1

2,966.7405 120

176.79 500

164.18 825

57.83282

61.89302

65.94322

10.113.081

18.035.495

HZ 880M C 19.95422.2

3,113.4425 160

185.09 945

172.69 280

59.77292

63.82312

67.88331

10.113.080

18.035.495

HZ 1080M A 21.32451.3

5,134.3701 120

237.112 745

223.111 995

64.40314

68.48334

72.55354

10.063.066

19.415.915

HZ 1080M B 22.21470.2

5,522.6754 140

254.313 670

240.612 935

67.45329

71.52349

75.60369

10.073.068

19.415.918

HZ 1080M C 23.83504.5

5,994.1818 530

275.614 815

262.114 090

72.97356

77.04376

81.11396

10.083.072

19.425.921

HZ 1080M D 25.15532.4

6,456.7881 700

295.615 890

283.115 220

77.47378

81.54398

85.60418

10.083.073

19.435.922

HZ 1180M A 26.20554.6

6,803.1929 010

309.816 655

298.816 065

81.05396

85.11416

89.17435

10.093.074

19.435.923

HZ 1180M B 26.83568.0

7,087.1967 790

321.917 305

311.616 755

83.19406

87.26426

91.32446

10.103.077

19.465.932

HZ 1180M C 28.22597.4

7,583.31 035 550

342.718 425

331.417 815

87.82429

91.94449

96.05469

10.153.094

19.515.945

HZ 1180M D 29.16617.2

7,885.81 076 850

355.619 120

345.018 550

91.01444

95.12464

99.23485

10.193.107

19.545.955




94.41 in.2398.0 mm


SECTION


Sectional Area

in2/ftcm2/m

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m


lAZ = 60% lHZ

lb/ft2

kg/m2

lAZ = 80% lHZ

lb/ft2

kg/m2

lAZ = lHZ

lb/ft2

kg/m2

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 18.94400.9

2,970.4405 620

187.710 090

172.99 295

55.25270

59.86292

64.46315

10.093.074

18.725.706

HZ 880M B 20.17426.9

3,178.5434 040

199.910 745

185.09 945

59.45290

64.04313

68.64335

10.113.081

18.745.713

HZ 880M C 20.74438.9

3,324.8454 020

208.011 185

193.410 400

61.38300

65.98322

70.57345

10.113.080

18.745.712

HZ 1080M A 22.11468.1

5,492.6750 050

266.214 310

249.813 430

66.02322

70.64345

75.26367

10.063.066

20.126.132

HZ 1080M B 23.01487.0

5,879.9802 940

283.415 235

267.414 375

69.07337

73.69360

78.31382

10.073.068

20.136.135

HZ 1080M C 24.63521.3

6,349.5867 060

304.316 360

288.815 525

74.59364

79.20387

83.81409

10.083.072

20.146.138

HZ 1080M D 25.95549.2

6,810.8930 050

323.917 415

309.816 655

79.09386

83.70409

88.30431

10.083.073

20.146.139

HZ 1180M A 27.00571.4

7,156.2977 220

337.918 165

325.517 500

82.67404

87.27426

91.87449

10.093.074

20.156.140

HZ 1180M B 27.63584.7

7,439.81 015 950

350.018 815

338.418 195

84.81414

89.41437

94.02459

10.103.077

20.166.144

HZ 1180M C 29.22618.4

8,021.51 095 390

374.620 140

361.819 450

89.85439

94.64462

99.43485

10.153.094

20.286.181

HZ 1180M D 30.15638.2

8,323.01 136 560

387.320 825

375.420 185

93.03454

97.82478

102.61501

10.193.107

20.326.194




94.41 in.2398.0 mm


SECTION

Dimensions PROPERTIES PER FOOT OF WALL Coating Area

bsys

inmm

v1

inmm

v2

inmm

v3

inmm

v4

inmm

Sectional Area

in2/ftcm2/m

Mass

lb/ft2

kg/m2

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 18.7047.5

14.96379.9

16.67423.5

16.31414.3 – 31.28

662.1106.46

519.85,939.0811 010

356.219 150

364.119 575

1.810.551

9.853.001

HZ 880M B 18.7047.5

15.13384.3

16.66423.1

16.41416.7 – 34.37

727.6116.98

571.16,464.9882 820

388.120 865

394.021 185

1.820.554

9.853.003

HZ 880M C 18.7047.5

15.24387.1

16.71424.3

16.44417.5 – 35.81

758.1121.88

595.16,836.8933 600

409.222 000

415.922 360

1.820.554

9.853.002

HZ 1080M A 18.5047.0

19.72500.9

21.52546.5

21.08535.3 – 39.49

835.9134.40

656.211,736.71 602 720

545.529 330

556.929 940

1.790.547

11.263.431

HZ 1080M B 18.5047.0

19.91505.6

21.57547.8

21.14537.1 – 41.82

885.1142.31

694.812,745.51 740 470

591.031 775

602.832 410

1.800.548

11.263.431

HZ 1080M C 18.5047.0

20.10510.6

21.61548.8

21.22539.0 – 45.86

970.7156.08

762.013,915.71 900 270

644.034 625

655.735 255

1.800.549

11.263.433

HZ 1080M D 18.5047.0

20.31515.9

21.71551.5

21.27540.3 – 49.17

1 040.9167.35

817.115,075.72 058 680

694.337 330

708.738 100

1.800.550

11.263.433

HZ 1180M A 18.7047.5

20.51520.9

21.83554.5

21.31541.3 – 51.79

1 096.3176.26

860.615,938.92 176 560

730.139 250

747.940 210

1.810.551

11.273.434

HZ 1180M B 18.7047.5

20.65524.5

21.84554.9

21.38543.0 – 53.51

1 132.6182.11

889.116,715.12 282 550

765.241 140

781.942 040

1.820.553

11.293.440

HZ 1180M C 18.7047.5

20.58522.8

22.07560.6

21.34542.1 – 56.58

1 197.6192.56

940.117,798.22 430 450

806.443 355

833.944 835

1.830.558

11.343.457

HZ 1180M D 18.7047.5

20.78527.9

22.03559.5

21.46545.2 – 59.12

1 251.5201.21

982.418,656.72 547 690

846.945 530

869.346 735

1.850.564

11.373.464

* Referring outside of HZM-flange (v2). ** Referring outside of connector (v3).

Combination C 1

D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28', 100 mm/m,) over the whole pile length + 19.68" (500 mm)continuous weld at top and toe



SECTION

Dimensions PROPERTIES PER FOOT OF WALL Coating Area

bsys

inmm

v1

inmm

v2

inmm

v3

inmm

v4

inmm

Sectional Area

in2/ftcm2/m

Mass

lb/ft2

kg/m2

Moment of Inertia

in4/ftcm4/m


in3/ftcm3/m


in3/ftcm3/m

Waterside

ft2/ftm2/m

Landside

ft2/ftm2/m

HZ 880M A 37.4095.0

15.31389.0

16.32414.4

16.67423.4

17.67448.9

31.97676.7

108.81531.2

6,126.0836 540

375.420 185

346.618 635

3.531.074

11.623.542

HZ 880M B 37.4095.0

15.44392.1

16.35415.3

16.72424.6

17.63447.7

35.03741.5

119.21582.0

6,641.1906 880

406.221 840

376.720 255

3.551.081

11.643.549

HZ 880M C 37.4095.0

15.54394.6

16.41416.8

16.73425.1

17.61447.3

36.47772.0

124.12606.0

7,012.4957 590

427.322 975

398.221 410

3.541.080

11.643.548

HZ 1080M A 37.0094.0

20.09510.4

21.14537.0

21.45544.8

22.50571.4

40.19850.8

136.79667.9

12,054.716 461 40

570.230 655

535.928 810

3.501.066

13.023.969

HZ 1080M B 37.0094.0

20.24514.1

21.23539.3

21.48545.5

22.47570.7

42.48899.2

144.57705.9

13,045.217 814 00

614.533 035

580.631 215

3.511.068

13.033.971

HZ 1080M C 37.0094.0

20.40518.3

21.30541.1

21.52546.7

22.42569.6

46.52984.8

158.33773.0

14,212.419 407 90

667.135 865

633.834 075

3.521.072

13.043.974

HZ 1080M D 37.0094.0

20.59523.1

21.43544.3

21.55547.5

22.39568.8

49.841054.9

169.60828.1

15,370.620 989 50

717.238 560

686.436 905

3.521.073

13.043.975

HZ 1180M A 37.4095.0

20.77527.6

21.57547.8

21.58548.0

22.37568.2

52.451 110.2

178.50871.5

16,231.222 164 70

752.640 460

725.639 010

3.521.074

13.053.977

HZ 1180M B 37.4095.0

20.86529.9

21.63549.5

21.59548.3

22.36567.9

54.051 144.1

183.95898.1

16,952.423 149 50

783.642 130

758.240 765

3.541.078

13.083.988

HZ 1180M C 37.4095.0

20.87530.2

21.78553.2

21.64549.5

22.54572.5

57.371 214.4

195.26953.3

18,147.924 782 00

833.344 800

805.243 290

3.571.087

13.154.009

HZ 1180M D 37.4095.0

20.97532.7

21.84554.7

21.65550.0

22.52572.0

59.681 263.2

203.09991.6

18,888.925 794 00

864.946 500

838.845 095

3.611.099

13.184.018

* Referring outside of HZM-flange (v2). ** Referring outside of connector (v3).

Combination C 23

D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28', 100 mm/m) over the whole pile length + 19.68" (500 mm) continuous weld at top and toeR = continuous weld, a = 0.236" (6 mm), length 19.68" (500 mm) at top and toe only

Form a Form b






ASTMYIELD STRENGTH




A 328 39 270 Grade 260 W 38 260 S 240 GP 35 240




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.


HZM & AZ PILES ASTM A 6 EN 10248

Mass ± 2.5% ± 5%


Height ± 5 mm

Width ± 2%

Width Interlocked ± 3%


Ends out of Square ± 2% of the width

AZ PILE

Thickness ≤ 8.5 mm ± 0.5 mm

> 8.5 mm ± 6%

HZM PILE

Thickness ≤ 12.5 mm + 2.0, -1.0 mm

> 12.5 + 2.5, -1.5 mm

Maximum Rolled Lengths**

HZM 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.

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

H-P

ile


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)

Z

in3

(cm3)

r

in(cm)

I

in4

(cm4)

S

in3

(cm3)

Z

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

33.6550.6

3.368.53

40.31677

9.88162

15.2249.1

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

48.3791.5

4.1310.5

71.72984

14.2233

21.8357.2

2.416.12

5785

16.7108

9.99254

10.20259

0.56514.4

0.56514.4

4.911.50

29412237

58.8964

66.51089.7

4.1810.6

1014204

19.7323

30.3496.5

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

74.01212.6

5.0312.8

1275286

21.1346

32.2527.7

2.867.26

6394

18.4119

11.90302

12.10307

0.51513.1

0.51513.1

5.861.79

47219646

79.11296

88.31447.0

5.0612.9

1536368

25.3415

38.7634.2

2.887.32

74110

21.8141

12.10307

12.20310

0.61015.5

0.60515.4

5.911.80

56923683

93.81537

1051720.6

5.1113.0

1867742

30.4498

46.6763.6

2.927.42

84125

24.6159

12.30312

12.30312

0.68517.4

0.68517.4

5.971.82

65027055

1061737

1201966.4

5.1413.1

2138866

34.6567

53.2871.8

2.947.47

HP 14HP 360

73109

21.4138

13.60345

14.60371

0.50512.8

0.50512.8

6.962.12

72930343

1071753

1181933.7

5.8414.8

26110864

35.8587

54.6894.7

3.498.86

89132

26.1168

13.80351

14.70373

0.61515.6

0.61515.6

7.022.14

90437627

1312147

1462392.5

5.8814.9

32613569

44.3726

67.71109.4

3.538.97

102152

30.1194

14.00356

14.80376

0.70517.9

0.70517.9

7.062.15

105043704

1502458

1692769.4

5.9215.0

38015817

51.4842

78.81291.3

3.569.04

117174

34.4222

14.20361

14.90378

0.80520.4

0.80520.4

7.122.34

122050780

1722819

1943179.1

5.9615.1

44318439

59.5975

91.41497.8

3.599.12

HP 16HP 410

88131

25.8167

15.30389

15.70399

0.54013.7

0.54013.7

7.522.29

111046201

1452376

1612638.3

6.5616.7

34914526

44.5729

68.21117.6

3.689.35

101150

29.9193

15.50394

15.80401

0.62515.9

0.62515.9

7.562.30

130054110

1682753

1873064.4

6.5916.7

41217149

52.2855

80.11312.6

3.719.42

121180

35.8231

15.80401

15.90404

0.75019.1

0.75019.1

7.622.32

159066180

2013294

2263703.5

6.6616.9

50420978

63.41039

97.61599.4

3.759.53

141210

41.7269

16.00406

16.00406

0.87522.2

0.87522.2

7.692.34

187077835

2343835

2644326.2

6.7017.0

59924932

74.91227

1161900.9

3.799.63

162241

47.7308

16.30414

16.10409

1.00025.4

1.00025.4

7.752.36

219091154

2694408

3065014.4

6.7817.2

69729011

86.61419

1342195.9

3.829.70

183272

54.1349

16.50419

16.30414

1.13028.7

1.13028.7

7.812.38

2510104473

3044982

3495719.1

6.8117.3

81834047

100.01639

1562556.4

3.899.88

HP 18HP 460

135201

39.9257

17.50445

17.80452

0.75019.1

0.75019.1

8.542.60

220091570

2514113

2814604.7

7.4318.9

70629386

79.31299

1221999.2

4.2110.7

157234

46.2298

17.70450

17.90455

0.87022.1

0.87022.1

8.602.62

2570106971

2904752

3275358.5

7.4618.9

83334672

93.11526

1432343.3

4.2510.8

181269

53.2343

18.00457

18.00457

1.00025.4

1.00025.4

8.662.64

3020125701

3365506

3796210.7

7.5319.1

97440541

108.01770

1672736.6

4.2810.9

204304

60.2388

18.30465

18.10460

1.13028.7

1.13028.7

8.732.66

3480144847

3806227

4337095.6

7.6019.3

112046618

124.02032

1913129.9

4.3111.0



AMERICAN CANADIAN EUROPEAN**

ASTMYIELD STRENGTH




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


ASTM A 6

Mass ± 2.5%

Length§

30 Feet and Under ± 0.375 inches

Over 30 Feet + (0.375 inches + (length - 30)/80) – 0.375 inches

Depth ± 0.125 inches – 0.1875 inches

Flange Width + 0.25 inches

Flanges out of Square

HP 8 x 42 - HP 12 x 84 ≤ 0.25 inches

HP 14 x 73 - HP 14 x 117 ≤ 0.3125 inches

Web off Center ≤ 0.1875 inches

Greatest Depth over Theoretical ≤ 0.25 inches

Camber and Sweep***

45 Feet and Under (0.125”)(Length in feet/10) but not over 0.375”

Over 45 Feet (0.375”) + (0.125” (Length in feet - 45)/10)§ For HP ordered as bearing piles, length tolerances are +5 in. and -0 in.***For the HP 10 x 42, 12 x 53, 12 x 63, 14 x 73, and 14 x 89 ordered as columns, tolerances are subject to negotiation with manufacturer.


HPs 100 ‘ 30.5 m† Longer lengths may be possible upon request.

Splicer H-Pile Point


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 sections 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 types 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 Manufactured Pipe

Both types of pipe are deployed in non-structural applications such as transmission lines for sewers, force mains, dredge material, slurry, pump stations, cooling water, and irrigation.

PipePipe


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



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


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

Weight (lbs) = A x B x Thickness x 0.2836

Rings

Weight (lbs) = Thickness x π (DO2 - DI

2) x 0.28364

Area = π (DO2 - DI

2) 4

DO

DI

Circular Plates

Weight (lbs) = Thickness x π (D2) x 0.28364

Area = π D2 4

D


DO

DI

t


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


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


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


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.



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


A 36 36 250 A 252 Grade 1 30 205 A 516 Grade 70 38 260

A 139 Grade A 30 205 A 252 Grade 2 35 240 A 572 Grade 42 42 290

A 139 Grade B 35 240 A 252 Grade 3 45 310 A 572 Grade 50 50 345

A 139 Grade C 42 290 A 252 Grade 3 (Mod) 50 345 A 572 Grade 55 55 380

A 139 Grade D 46 315 A 516 Grade 55 30 205 A 572 Grade 60 60 415

A 139 Grade E 52 360 A 516 Grade 60 32 220 A 572 Grade 65 65 450

A 516 Grade 65 35 240 A 588 50 345

Additional grades available upon request.


Additional Capabilities


ASTM

Outside Diameter ± 1%

Weight/Thickness Per Specification

Length ± 1 inch


Rolled & Welded 120 feet (36.6 m)


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.


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

Pile

Acc

esso

ries


HP Accessories

Sheet Pile Accessories

Pile Accessories

HP Splicer

HP Point

Sheet Pile Splicer

Sheet Pile Protector

Sheet Pile Protector

HP Point

HP Point


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]


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

Thre

aded

Bar


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)

#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

#8-#18: ASTM A615. #20-#28: Meet physical properties. *Other thread orientation available upon request. ** The yield and tensile strength are verified through the industry standard 505 section test. Full section testing is available upon request.

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


Threaded Bar Connectors

Grade 75 Bar

Bar Designation

OD

in(mm)

L

in(mm)

Weight

lbs(kg)

#8 1.62541.3

4.500114.3

1.640.74

#9 1.87547.6

5.000127.0

2.511.14

#10 2.12554.0

5.500139.7

3.001.36

#11 2.25057.2

6.000152.4

4.251.93

#14 2.87573.0

7.875200.0

9.294.21

#18 3.50088.9

9.125231.8

14.406.53

#20 4.000101.6

9.500241.3

22.4010.16

#24 4.750120.6

10.750243.0

31.0014.06

#28 5.500139.7

12.000304.8

48.2021.86

Grade 150 Bar

Nominal Diameter

in(mm)

OD

in(mm)

L

in(mm)

Weight

lbs(kg)

126

1.75044.5

4.250108.0

1.960.89

1 1/432

2.12554.0

5.250133.4

3.461.57

1 3/836

2.37560.3

5.750146.1

4.812.18

1 3/446

3.00076.2

8.500215.9

11.265.11

2 1/265

4.250108.0

10.000254.0

25.0411.36

375

5.000127.0

12.000308.0

42.6019.32

Hex Nuts (Full and Jam Nuts)

Grade 75 Bar

Bar Designation

A

in(mm)

B

in(mm)

C

in(mm)

Weight

lbs(kg)

Full Jam

#8 1.62541.3

2.00050.8

0.50012.7

0.880.40

0.220.10

#9 1.75044.5

2.00050.8

0.56314.3

0.960.44

0.270.12

#10 2.00050.8

2.18755.5

0.62515.9

1.430.65

0.400.18

#11 2.25057.2

2.50063.5

0.68817.5

2.120.96

0.580.26

#14 2.75069.9

3.25082.6

0.93823.8

3.901.77

1.100.50

#18* 3.50088.9

3.50088.9

1.00025.4

6.733.05

1.920.87

#20* 4.000101.6

4.000101.6

1.12528.6

10.404.72

2.931.33

#24** 4.750120.6

4.500114.3

1.50038.1

13.706.21

4.301.95

#28** 5.500139.7

6.000152.4

1.56339.7

28.9213.12

7.533.42

*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)

Weight

lbs(kg)

Full Jam

126

1.75044.5

2.00050.8

0.50012.7

1.11.50

0.280.13

1 1/432

2.25057.2

2.50063.5

0.62515.9

2.341.06

0.470.21

1 3/836

2.50063.5

2.75069.9

0.75019.1

3.211.46

1.170.53

1 3/446

3.00076.2

3.50088.9

1.25031.8

5.562.52

1.190.54

2 1/265

4.000101.6

4.750120.7

1.00025.4

15.026.81

3.1631.43

3*75

5.000127.0

6.125155.6

2.00050.8

21.309.66

5.302.40

*Round collar nut with flats with outside diameter of 5" (127mm).



Hardened Washers

Grade 75 Bar

Bar Designation

A

in(mm)

B

in(mm)

C

in(mm)

Weight

lbs(kg)

#8 2.25057.2

1.38034.9

0.1503.8

0.110.05

#9 2.25057.2

1.50038.1

0.1503.8

0.130.06

#10 2.25057.2

1.63041.3

0.1503.8

0.200.09

#11 3.00076.2

1.75044.5

0.2205.6

0.200.09

#14 3.37585.7

2.13054.0

0.2807.1

0.300.14

#18 4.600116.8

2.63066.7

0.2807.1

0.650.29

#20 5.000127.0

3.00076.2

0.2807.1

0.900.41

#24 5.500139.7

3.50088.9

0.2807.1

1.700.77

#28 6.000152.4

4.000101.6

0.3138.0

1.850.84

Grade 150 Bar

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

Weight

lbs(kg)

126

2.25057.2

1.25031.8

0.1564.0

0.140.06

1 1/432

2.75069.9

1.50038.1

0.1564.0

0.210.10

1 3/836

3.00076.2

1.62541.3

0.1564.0

0.280.13

1 3/446

3.75095.3

2.13054.1

0.2185.5

0.340.15

2 1/265

5.000127.0

2.87573.0

0.2185.5

0.940.43

375

6.000152.4

3.37585.7

0.3138.0

1.060.48

Grade 75 Bar

Bar Designation

A

in(mm)

B

in(mm)

C

in(mm)

D

in(mm)

Bevel

degrees

Weight

lbs(kg)

#8 1.7544.5

1.2531.8

0.2706.9

0.1884.8 15 1.70

0.77

#9 2.62566.7

1.2531.8

0.8020.3

0.348.6 15 1.80

0.82

#10 2.7544.5

1.6341.4

1.6441.7

0.235.8 15 2.00

0.91

#11 3.0978.4

1.7544.5

1.6441.7

0.235.8 15 2.00

0.91

#14 4.00101.6

2.1354.1

1.6441.7

0.2310.9 15 2.40

1.09

#18 4.60116.8

2.6366.7

1.2531.8

0.379.4 10 2.50

1.13

#20 5.00127.0

3.0076.2

1.7544.5

0.4310.9 10 2.80

1.27

#24 7.50190.5

3.5088.9

1.7544.5

0.4310.9 10 4.30

1.95

#28 8.00203.2

4.00101.6

2.2557.2

0.8421.3 10 5.40

2.45

Grade 150 Bar

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

D

in(mm)

Bevel

degrees

Weight

lbs(kg)

126

2.62566.7

1.2531.8

1.6441.7

0.235.8 15 0.60

0.27

1 1/432

2.75069.9

1.6341.4

1.6441.7

0.239.4 15 0.61

0.28

1 3/836

3.09078.5

1.7544.5

1.6441.7

0.2310.9 15 0.85

0.39

1 3/446

4.000101.6

2.1354.1

1.6441.7

0.2310.9 15 1.75

0.79

2 1/265

5.000127.0

3.0076.2

1.7544.5

0.4310.9 10 2.77

1.26

375

8.000203.2

3.5088.9

1.7544.5

0.4310.9 10 4.30

1.95

Round Beveled Washers



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)

Weight

lbs(kg)

#88

203.208

203.203/4

19.0513.40

6.08

#98

203.208

203.203/4

19.0513.35

6.06

#108

203.208

203.201

25.4017.73

8.04

#1110

254.0010

254.001

25.4027.8612.64

#1410

254.0010

254.001 1/2

38.1041.3718.76

#1810

254.0010

254.002

50.8054.2124.59

#2010

254.0010

254.002 1/2

63.5067.0630.42

#2410

254.0010

254.002 1/2

63.5065.4629.69

#2812

304.8012

304.802 3/4

69.85104.26

47.29

Grade 150 Bar

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

Weight

lbs(kg)

126

6152.4

6152.4

1 1/431.8

12.765.79

1 1/432

7177.8

7177.8

1 1/238.1

20.849.45

1 3/836

8203.2

8203.2

1 3/444.5

31.7614.41

1 3/446

9228.6

9228.6

1 3/444.5

40.2018.23

2 1/265

10254.0

10254.0

2 1/263.5

70.8932.16

375

12304.8

12304.8

2 3/469.9

112.3150.94

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.


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

Mic

ropi

le


Micropile

Threaded Casing

Outside Diameter

inmm

Thickness

inmm

Inside Diameter

inmm

Weight

lbs/ftkg/m

Cross Sectional

Area

in2

cm2

Total Area of Shaft

in2

cm2

Internal Volume

ft3/ftm3/m

External Surface

Area

ft2/ftm2/m

Moment of Inertia

in4

cm4

Section Modulus

in3

cm3

5.500139.7

0.41510.5

4.670118.6

22.5633.5

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

26.7339.8

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

28.7542.8

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

31.7047.2

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

33.0749.2

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

38.0856.7

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

52.9078.7

15.55100.3

72.76469.4

0.400.037

2.520.77

160.806693

33.41547.5

9.625244.5

0.65016.510

8.325211.455

62.3692.8

18.33118.24

72.76469.42

0.380.04

2.520.77

185.507721.18

38.55631.65

10.750273.1

0.50012.7

9.750247.7

54.7981.5

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

70.26104.6

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

66.1798.5

19.45125.5

140.50906.5

0.840.078

3.501.07

404.7316846

60.52991.8

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

External Surface Area

Total Area of Shaft

Cross Sectional Area


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


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

Stru

ctur

al S

ectio

ns


Structural Sections

BEAM Available Steel Grades

AMERICAN CANADIAN EUROPEAN*

ASTMYIELD STRENGTH

CSA G40.21YIELD STRENGTH EN 10025 &



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.


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.


Structural Sections

CHANNEL Available Steel Grades


ASTMYIELD STRENGTH




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


ASTMYIELD STRENGTH




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.

North America

United StatesBirmingham, AL 205-262-9909

Denver, CO 303-629-9253

Duluth, GA 770-242-9007

Earth City, MO 314-739-1303

Exeter, RI 401-667-5970

Fife, WA 253-922-2727

Houston, TX 281-992-4000

Mandeville, LA 985-624-3620

Middletown, NJ 732-671-5900

Orlando, FL 407-622-6001

Pittsburgh, PA 412-437-1100

Sacramento, CA 916-463-0105

Springfield, VA 703-978-2500

United States (cont’d)Taunton, MA 508-821-4700

Tinley Park, IL 708-444-0999

West Chester, OH 513-777-7039

Specialty Pipe SalesCartersville, GA 866-736-PIPE (7473)

MéxicoQuerétaro +52-442-218-5511

CaribbeanOrlando, FL 407-622-6001

CanadaSt. Albert, AB 780-460-8363

St. Bruno, QC 450-461-6366

Port Moody, BC 604-461-6367

Central America

Panamá City, Panamá 507-392-4800

South America

ArgentinaBuenos Aires +54-11-4719-8516

BrazilBelém +55-91-3665-2052

Belo Horizonte +55-31-3379-6045

Curitiba +55-41-2112-4011

Fortaleza +55-85-3499-7012

Rio de Janeiro +55-21-2797-2928

São Paulo +55-11-3636-6518

ChileSantiago +56-2-949-2800

ColombiaBogotá +57-1-623-4022

PerúLima +51-1-421-4364

Find the district sales office that’s most convenient for you:

12/11 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 leading steel company with operations in more than 60 countries.

About ArcelorMittal Projects (AMP):The projects division of ArcelorMittal provides complete and customized steel solutions for its partners. In addition to an easily accessible worldwide network of mills, ArcelorMittal Projects offers its customers a one-stop show through: its own production and processing facilities; project management and pre-fabrication services; and, engineering support.

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