Technical Product Manual - Skyline Steel Library/Document Library/English... · Unmatched Product...

Unmatched Product Range Material Availability Manufacturing Capabilities Innovative Applications and Engineering Expertise

2018 Edition

Technical Product Manual

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 piles to H-piles, pipe piles to geostructural products, only Skyline Steel offers the product range to meet the design and construction demands of the Americas.

Material 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 effectiveness and on-time delivery.

Manufacturing CapabilitiesSkyline Steel owns and operates pipe, sheet pile, geostructural and pile accessory facilities. Production is supplemented with full fabrication capabilities to provide a single source for all your foundation needs.

Innovative Applications and Engineering 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

NZ/PZ Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

AZ Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

SCZ/SKZ Cold Formed Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

SKL/SKS Cold Formed Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

PS/AS Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

Pipe-Z Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17

HZ®-M Steel Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21

Steel H-Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47

Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51

Spiralweld Pipe. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53

Rolled and Welded Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55

Electric Resistance Welded (ERW) Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57

Structural Sections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59

Pile Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63

Environ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67

Geostructural Solutions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71

Threaded Bar & Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73

Hollow Bar Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83

Micropile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87

Multi-Strand Anchor Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89

Table of Contents

2 Technical Hotline: 1-866-875-9546 | [email protected] | www.skylinesteel.com

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 kips = 4.4482 kN 1 kN = 0.2248 kips

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: 80% Recyclable: 100%

Skyline Steel supplies a wide variety of sheet pile from leading manufacturers.

Hot Rolled and Cold Formed Sheet Pile

Hot rolled and cold formed are two primary methods of manufacturing sheet pile. While there are key differences between these two methods, the most important distinction is the interlock. Since hot rolled sheet piles are produced from steel at high temperatures, the interlock tends to be tighter than its cold formed counterpart. Normally, looser interlocks are not recommended in extremely hard driving conditions or for walls requiring low permeability.

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

Handling Holes

Handling holes are standard for all sheet pile sections. They are located in the centerline of each section.

Y = 6" (152.4 mm)Ø = 2-1/2" – 2-5/8" (63.5 mm – 66.7 mm)

Z-Sections (NZ, PZ, AZ, SKZ/SCZ)

Straight Web Sections (PS, AS)

HZ-M Sections

Steel Sheet Pile

Columbus, OH

Calgary, AB

Nome, AK

Stee

l She

et P

ile

5Technical Hotline: 1-866-875-9546 | [email protected] | www.skylinesteel.com

NZ/PZNZ/PZ Hot Rolled Steel Sheet Pile

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)

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

h

W W

tw

tf

NZ

SECTION

Width (w)

in(mm)

Height(h)

in(mm)

THICKNESSCross

Sectional Area

in2/ft(cm2/m)

WEIGHT SECTION MODULUSMoment 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


Wall Surface

ft2/ft2

(m2/m2)

NZ 14 30.31770

13.39340

0.3759.5

0.3759.5

6.40135.4

5581.26

21.77106.30

25.651379

30.501640

171.723447

6.101.86

1.201.20

NZ 19 27.56700

16.14410

0.3759.5

0.3759.5

7.07149.6

5581.85

24.05117.40

35.081886

41.332222

283.138659

6.181.88

1.351.35

NZ 20 27.56700

16.16411

0.39410.0

0.39410.0

7.34155.4

5785.37

24.82122.00

36.241948

42.802301

292.839984

6.181.88

1.351.35

NZ 21 27.56700

16.20412

0.43311.0

0.43311.0

7.80165.2

6190.78

26.56129.70

38.692080

45.852465

313.442797

6.181.88

1.351.35

NZ 26 27.56700

17.32440

0.50012.7

0.50012.7

9.08192.2

71105.66

30.99151.30

48.502608

57.013065

419.957340

6.491.98

1.411.41

NZ 28 27.56700

17.38441

0.56014.2

0.56014.2

9.98211.2

78116.08

33.96165.82

52.622829

62.163342

457.462461

6.491.98

1.411.41


NZ/PZNZ/PZ Hot Rolled Steel Sheet Pile

Available Steel Grades Available Steel Grades

ASTM

NZ

ASTM

PZ

YIELD STRENGTH YIELD STRENGTH

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

A 328 39 270 A 328 39 270

A 572 Grade 50 50 345 A 572 Grade 50 50 345

A 572 Grade 60 60 415 A 572 Grade 60 60 415

A 588 50 345 A 588 50 345

A 690 50 345 A 690 50 345

Highlighted fields represent the most commonly used and readily available steel grades.

NZ/PZ Corner and Junction Piles

Delivery Conditions & TolerancesASTM A 6

Mass ± 2.5%

Length + 5 inches – 0 inches

Maximum Rolled Lengths*

NZ/PZ 105.0 feet 32.0 m

* Longer lengths may be possible upon request.

FC - MC -α

α α

α

4" 101.6 mm

4" 101.6 mm

Length of T andAngle Varies

Female or Male Corner T Pile

NZ Corner Piles PZ Corner Piles

Transitional Piles

90º

A

B D

C

135º

90º

C 14/E 20Gr: S 355 GPWt: 9.68 lb/ft

(14.4 kg/m)A: ~0.98”

(25 mm)

B: ~0.98” (25 mm)

Omega 18Gr: S 430 GPWt: 12.10 lb/ft

(18.0 kg/m)A: ~2.76”

~(70 mm)B: ~1.18”

~(30 mm)

E 22Gr: S 355 GPWt: 6.87 lb/ft

(10.2 kg/m)A: ~1.18”

~(30 mm)

Delta 13Gr: S 355 GPWt: 8.73 lb/ft

(13.0 kg/m)A: ~0.59”

~(15 mm)B: ~0.79”

~(20 mm)

A

B

A

B

A A A

A C

A

A

B

B D

B BB

SKP90Gr: A 572 Gr. 50Wt: 8.97 lb/ft

(13.3 kg/m)A: 1.24”

(31.5 mm)B: 1.76”

(37.1 mm)

SKAPGr: A 572 Gr. 50/60Wt: 8.95 lb/ft (13.3 kg/m)A: 1.97” (50.0 mm)B: 0.69” (17.5 mm)C: 1.61” (40.9 mm)D: 0.02” (0.5 mm)

SKP45Gr: A 572 Gr. 50Wt: 9.08 lb/ft

(13.5 kg/m)A: 2.05”

(52.1 mm)B: 0.70”

(17.8 mm)

SKPTGr: A 572 Gr. 50Wt: 11.30 lb/ft

(16.8 kg/m)A: 1.23”

(31.2 mm)B: 1.46”

(37.1 mm)

Type 1 - αα: Angle varies

B: 3”–6” (76.2mm– 152.4mm)

Type 2 - αα: Angle varies

B: 3”–6” (76.2mm– 152.4mm)

T Pileα: Angle varies

B: 3”–6” (76.2mm– 152.4mm)

BBBα α α

Interlock Combinations


AZAZ Hot Rolled Steel Sheet Pile

SECTION

Width (w)

in(mm)

Height(h)

in(mm)

THICKNESSCross

Sectional Area

in2/ft(cm2/m)

WEIGHT SECTION MODULUSMoment 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


Wall Surface

ft2/ft2

(m2/m2)

AZ 12-770 30.31770

13.52344

0.3358.5

0.3358.5

5.67120.1

48.7872.6

19.3194.3

23.21245

27.51480

156.921430

6.071.85

1.201.20

AZ 13-770 30.31770

13.54344

0.3549.0

0.3549.0

5.94125.8

51.1476.1

20.2498.8

24.21300

28.81546

163.722360

6.071.85

1.201.20

◆ AZ 14-770 30.31770

13.56345

0.3759.5

0.3759.5

6.21131.5

53.4279.5

21.14103.2

25.21355

30.01611

170.623300

6.071.85

1.201.20

AZ 17-700 27.56700

16.52420

0.3358.5

0.3358.5

6.28133.0

49.1273.1

21.38104.4

32.21730

37.72027

265.336230

6.101.86

1.331.33

AZ 18-700 27.56700

16.54420

0.3549.0

0.3549.0

6.58139.2

51.4176.5

22.39109.3

33.51800

39.42116

276.837800

6.101.86

1.331.33

◆ AZ 19-700 27.56700

16.56421

0.3759.5

0.3759.5

6.88145.6

53.7680.0

23.35114.3

34.81870

41.02206

288.439380

6.101.86

1.331.33

AZ 20-700 27.56700

16.57421

0.39410.0

0.39410.0

7.18152.0

56.1183.5

24.43119.3

36.21945

42.72296

300.040960

6.101.86

1.331.33

AZ 18-800 31.5800

17.68449

0.3358.5

0.3358.5

6.07128.6

54.2680.7

20.67100.9

34.21840

39.72135

302.641320

6.822.08

1.301.30

AZ 20-800 31.5800

17.72450

0.3759.5

0.3759.5

6.66141.0

59.5088.6

22.67110.7

37.22000

43.32330

329.945050

6.822.08

1.301.30

AZ 22-800 31.5800

17.76451

0.41310.5

0.41310.5

7.25153.5

64.7796.4

24.68120.5

40.32165

47.02525

357.348790

6.822.08

1.301.30

AZ 23-800 31.50800

18.66474

0.45311.5

0.3549.0

7.12150.6

63.5694.6

24.22118.2

43.32330

49.92680

404.655260

6.942.11

1.321.32

AZ 25-800 31.50800

18.70475

0.49212.5

0.39410.0

7.71163.3

68.91102.6

26.26128.2

46.52500

53.82890

435.159410

6.942.11

1.321.32

AZ 27-800 31.50800

18.74476

0.53113.5

0.43311.0

8.31176.0

74.26110.5

28.29138.1

49.72670

57.63100

465.563570

6.942.11

1.321.32

AZ 24-700 27.56700

18.07459

0.44111.2

0.44111.2

8.23174.1

64.3095.7

28.00136.7

45.22430

53.52867

408.855820

6.331.93

1.381.38

◆ AZ 26-700 27.56700

18.11460

0.48012.2

0.48012.2

8.84187.2

69.12102.9

30.10146.9

48.42600

57.13070

437.359720

6.331.93

1.381.38

AZ 28-700 27.56700

18.15461

0.52013.2

0.52013.2

9.46200.2

73.93110.0

32.19157.2

51.32760

60.93273

465.963620

6.331.93

1.381.38

AZ 28-750 29.53750.0

20.04509.0

0.47212.00

0.39410.00

8.09171.2

67.73100.80

27.53134.40

52.32810

60.33245

523.971540

6.932.11

1.411.41

AZ 30-750 29.53750.0

20.08510.0

0.51213.00

0.43311.00

8.73184.7

73.08108.80

29.70145.00

55.93005

64.83485

561.576670

6.932.11

1.411.41

AZ 32-750 29.53750.0

20.12511.0

0.55114.00

0.47212.00

9.37198.3

78.44116.70

31.88155.60

59.53200

69.23720

599.081800

6.932.11

1.411.41

AZ 36-700N 27.56700

19.65499

0.59115.0

0.44111.2

10.20215.9

79.72118.6

34.71169.5

66.83590

76.44110

656.289610

6.732.05

1.471.47

◆ AZ 38-700N 27.56700

19.69500

0.63016.0

0.48012.2

10.87230.0

84.94126.4

36.98180.6

70.63795

81.14360

694.594840

6.732.05

1.471.47

AZ 40-700N 27.56700

19.72501

0.66917.0

0.52013.2

11.54244.2

90.16134.2

39.26191.7

74.33995

85.74605

732.9100080

6.732.05

1.471.47

AZ 42-700N 27.56700

19.65499

0.70918.0

0.55114.0

12.22258.7

95.51142.1

41.59203.1

78.24205

90.34855

768.4104930

6.752.06

1.471.47

AZ 44-700N 27.56700

19.69500

0.74819.0

0.59115.0

12.89272.8

100.74149.9

43.87214.2

81.94405

95.05105

806.6110150

6.752.06

1.471.47

AZ 46-700N 27.56700

19.72501

0.78720.0

0.63016.0

13.56287.0

105.97157.7

46.14225.3

85.74605

99.55350

844.9115370

6.752.06

1.471.47

AZ 46 22.83580

18.94481

0.70918.0

0.55114.0

13.76291.2

89.10132.6

46.82228.6

85.54595

98.55295

808.8110450

6.201.89

1.631.63

AZ 48 22.83580

18.98482

0.74819.0

0.59115.0

14.48306.5

93.81139.6

49.28240.6

89.34800

103.35553

847.0115670

6.201.89

1.631.63

AZ 50 22.83580

19.02483

0.78720.0

0.63016.0

15.22322.2

98.58146.7

51.80252.9

93.35015

108.25816

886.5121060

6.201.89

1.631.63

AZ 48-700 27.56700.0

19.80503.0

0.86622.00

0.59115.00

13.63288.4

106.49158.50

46.37226.40

88.44755

102.15490

876.2119650

6.702.04

1.461.46

AZ 50-700 27.56700.0

19.84504.0

0.90623.00

0.63016.00

14.30302.6

111.73166.30

48.65237.50

92.24955

106.75735

914.6124890

6.702.04

1.461.46

AZ 52-700 27.56700.0

19.88505.0

0.94524.00

0.66917.00

14.97317.0

116.97174.10

50.93248.70

95.95155

111.35985

953.0130140

6.702.04

1.461.46

◆ In stock.


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 43 300 S 270 GP 39 270 Blue 355 51 355

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

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

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

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

A 690 50 345 S 460 AP 67 460

A 690* 57 390

Highlighted fields represent the most commonly used and readily available steel grades. *Not available for AZ48/50/52-700. ** Corrosion resistant steel, check for availability

Corner Piles

Delivery Conditions & TolerancesASTM 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%

Single Pile 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)

E 22 59.1 feet (18.0 m)

C 14 59.1 feet (18.0 m)

Delta 13 55.8 feet (17.0 m)

Omega 18 52.0 feet (16.0 m)


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)

E 22Grade: S 355 GPWeight: 6.87 lb/ft

(10.2 kg/m)

Delta 13Grade: S 355 GPWeight: 8.73 lb/ft

(13.0 kg/m)

AZAZ Hot Rolled Steel Sheet Pile

~0 .98"~(25 mm)

~0 .98"~(25 mm)

~2 .76"~(70 mm)

~1 .18"~(30 mm)

~1 .18"~(30 mm)

~0 .59"~(15 mm)

~0 .79"~(20 mm)

Delivery Forms

Single Pile Position A

Double Pile Form I Standard

Single Pile Position B

Double Pile Form II on Request

Transitional Piles

A

B D

C

SKAPGr: A 572 Gr. 50/60Wt: 8.95 lb/ft (13.3 kg/m)A: 1.97” (50.0 mm)B: 0.69” (17.5 mm)C: 1.61” (40.9 mm)D: 0.02” (0.5 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 17N 28.50723.9

10.00254.0

0.2957.5

4.95104.78

40.0359.58

16.8682.32

16.87907

19.211033

84.3511519

6.101.86

1.281.28

SCZ 18N 28.50723.9

10.00254.0

0.3178.1

5.31112.39

42.9463.91

18.0888.28

18.10973

20.611108

90.4812356

6.101.86

1.281.28

SCZ 21N 28.50723.9

10.00254.0

0.3759.5

6.29133.06

50.8475.66

21.41104.54

21.431152

24.401312

107.1314629

6.101.86

1.281.28

SKZ 20 28.50723.9

16.00406.4

0.3158.0

6.00127.00

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

6.30133.35

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

6.70141.82

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

7.10150.28

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

7.60160.87

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

SCZ/SKZSCZ/SKZ Cold Formed Steel Sheet Pile

SCZ

14

SCZ

16

SCZ

17N

SCZ

18N

SCZ

21N

SKZ

20

SKZ

22

SKZ

23

SKZ

24

SKZ

25

SKZ

31

SKZ

33

SKZ

34

SKZ

36

SKZ

38

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

SCZ 16 l l l l l l l l l l

SCZ 17N l l l l l l l l l l



SKZ 20 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


SCZ/SKZSCZ/SKZ Cold Formed Steel Sheet Pile

Delivery Conditions & Tolerances


SCZ/SKZ 90 feet (21.3 m)



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


A 572 Grade 50 50 345 A 588 50 345

A 572 Grade 55 55 380 A 690 Grade 50 50 345

A 572 Grade 60 60 415 A 690 Grade 60 60 415

A 572 Grade 65 65 450


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

B2 Corner Pile B3 Corner Pile

5 .0” (127 mm)

23 .5” (596.9 mm)

23 .5” (596.9 mm)

5 .0” (127 mm)

A

C

B

SKLC 90Gr: A 572 Gr. 60Wt: 8.50 lb/ft (12.6 kg/m)A: 4.09” (103.9 mm)B: 1.10” (27.9 mm)C: 2.05” (52.1 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




Interlock Compatibility

l Interlock compatible Interlock not compatible


SKL/SKSSKL/SKS Cold Formed Steel Sheet Pile

Corner Piles

Standard Rolled Lengths*

SKL, SKS 70 feet (21.3 m)


SKL 9-12: A = 10.8 inches (275.0 mm)SKS 11-16: A = 13.8 inches (350.0 mm)


ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


A 572 Grade 50 50 345 A 588 50 345

A 572 Grade 55 55 380 A 690 50 345

A 572 Grade 60 60 415

A 572 Grade 65 65 450


D1 Corner Piles D3 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


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

20.03500 4.5 7.71

163.243.0164.0

26.22128

2.337

4.1170

3.771.15

1.151.15

AS 500 11 .0

19.69500

0.43311.0

22.84000 4.5 8.50

180.047.4670.6

28.88141

3.049

4.5186

3.771.15

1.151.15

AS 500 12 .0

19.69500

0.47212.0

28.55000 4.5 8.94

189.249.9374.3

30.52149

3.151

4.7196

3.771.15

1.151.15

AS 500 12 .5

19.69500

0.49212.5

31.45500 4.5 9.19

194.551.2776.3

31.34153

3.151

4.8201

3.771.15

1.151.15

AS 500 12 .7

19.69500

0.50012.7

31.45500 4.5 9.28

196.451.8177.1

31.54154

3.151

4.9204

3.771.15

1.151.15

AS 500 13 .0

19.69500

0.51213.0

34.26000 4.5 9.51

201.253.0979.0

32.36158

3.354

5.1213

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.

PS/ASPS/AS 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

203500

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

203500

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.


PS/ASPS/AS Hot Rolled Steel Sheet Pile


PS AS

AMERICAN AMERICAN CANADIAN EUROPEAN

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


EN 10248YIELD STRENGTH

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

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

A 572 Grade 50 50 345 A 572 Grade 42 42 290 Grade 300 W 44 300 S 270 GP 39 270

A 572 Grade 60 60 415 A 572 Grade 50 50 345 Grade 350 W 50 350 S 320 GP 46 320

A 588 50 345 A 572 Grade 55 55 380 Grade 400 W 58 400 S 355 GP 51 355

A 690 50 345 A 572 Grade 60 60 415 S 390 GP 57 390

A 572 Grade 65 65 450 S 430 GP 62 430

A 690 50 345

A 690 57 390

Junction Piles

Delivery Conditions & TolerancesASTM A 6 EN 10248

Mass ± 2.5% ± 5%


Height ± 5 mm

Thickness ± 6%

Width ± 2%



Maximum Rolled Lengths*PS 90 feet (27.4 m)

AS 101.7 feet (31.0 m)


Y Pile

90° T Pile

120° Y Pile90°

30° - 45°

120°9 .84"

(250 mm)

9 .84"(250 mm)

9 .84"(250 mm)

9 .84"(250 mm)

10 .16"(258 mm)

5 .91"(150 mm)

Combined Wall Systems

Combined wall systems are used when regular sheet piles are not strong enough to carry the required loads. The two main components of a combined wall system are the king pile (HZ®-M or Pipe) and a pair of intermediary sheet piles. The connector is the third component and is welded to or interlocked with the king pile and connects the king pile to the sheet pile. The intermediary sheet piles transfer the soil and water pressures to the king piles, which carry most of the load. The sheet piles are usually shorter, varying from 60% to 100% of the length of the king pile. The king piles are often designed to carry substantial vertical loads in addition to the normal bending loads. There are a wide variety of HZ®-M and Pipe solutions which give the designer a great deal of flexibility. Each type of system, beam and pipe, has their own advantages. The HZ®-M system is fully interlocking and does not rely on any welded connections. The HZ®-M system also has a shallower depth than the pipe system which reduces the encroachment into waterways. The Pipe-Z system has a much greater range of strengths than the HZ®-M system because of the very large pipes that can be manufactured for the system. It also usually has higher strength to weight and stiffness to weight ratios than the HZ®-M system. Whichever system is chosen, the engineer can rest assured that both systems have proven themselves on large infrastructure projects around the world.

Applications of Combined Wall Systems

Combined wall systems provide an ideal solution for applications such as: large capacity retaining walls with deep excavations, breakwaters, deep cofferdams, and other structures that require retaining walls to resist large loads.

Combined W

all System

s

Miami, FL

Corpus Christi, TX

Everett, WA

Com

bine

d W

all

Sys

tem

s


Pipe-ZPipe-Z Combined Wall Systems

Pipe-Z System

Pipe Piles as King Piles with NZ or AZ Sheet Piles

threading into E22 Connectors

Pipe-Z 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

PAZ30/AZ14-770 AZ 14-770 30.00762.00

0.3127.9

99.02147.36

92.982362

52571696

35.01882

28.4138.7

25.3123.4

22.2108.2

8.35176.7

20.986.40

PAZ30/AZ18 AZ 18 30.00762.00

0.3759.5

118.76176.74

81.962082

71297257

47.52553

34.1166.6

30.8150.2

27.4133.9

10.02212.2

20.066.12

PAZ36/AZ14-770 AZ 14-770 36.00914.40

0.3759.5

142.81212.53

98.982514

912124510

50.72723

32.0156.2

29.1141.9

26.1127.5

9.40199.0

22.556.87

PAZ36/NZ19 NZ 19 36.00914.40

0.50012.7

189.75282.38

93.482374

1295176814

71.93867

40.3196.8

37.1181.2

33.9165.6

11.84250.7

22.716.92

PAZ42/AZ14-770 AZ 14-770 42.001066.80

0.43811.1

194.60289.61

104.982666

1510206230

71.93866

36.1176.2

33.3162.7

30.5149.2

10.60224.4

24.127.35

PAZ42/NZ19 NZ 19 42.001066.80

0.50012.7

221.82330.11

99.482527

1850252623

88.14736

41.7203.8

38.7189.2

35.7174.5

12.27259.6

24.287.40

PAZ42/AZ23-800 AZ 23-800 42.001066.80

0.62515.9

276.44411.39

107.352727

2181297846

103.95584

46.7228.0

43.5212.6

40.4197.2

13.72290.5

25.767.85

PAZ42/AZ38-700N AZ 38-700N 42.001066.80

0.75019.1

330.72492.18

99.482527

2879393193

137.17372

62.1303.2

57.7281.5

53.2259.8

18.25386.3

25.447.75

PAZ48/AZ14-770 AZ 14-770 48.001219.20

0.50012.7

253.89377.84

110.982819

2369323472

98.75306

40.5198.0

37.9185.2

35.3172.4

11.91252.2

25.697.83

PAZ48/NZ19 NZ 19 48.001219.20

0.62515.9

316.52471.05

105.482679

3117425697

129.96983

50.1244.8

47.3231.0

44.5217.2

14.73311.9

25.857.88

PAZ48/AZ23-800 AZ 23-800 48.001219.20

0.75019.1

378.83563.77

113.352879

3515479970

146.57874

55.1268.9

52.1254.3

49.1239.7

16.18342.5

27.338.33

PAZ48/AZ38-700N AZ 38-700N 48.001219.20

0.87522.2

440.80655.99

105.482679

4455608417

185.69981

71.1347.1

66.9326.7

62.7306.2

20.89442.2

27.018.23

PAZ54/AZ14-770 AZ 14-770 54.001371.60

0.56314.3

321.61478.62

116.982971

3549484705

131.57068

45.4221.7

42.9209.6

40.4197.5

13.34282.4

27.278.31

PAZ54/NZ19 NZ 19 54.001371.60

0.62515.9

356.61530.71

111.482832

4158567781

154.08279

51.8252.7

49.1239.7

46.4226.6

15.21321.9

27.428.36

PAZ54/AZ23-800 AZ 23-800 54.001371.60

0.75019.1

426.93635.36

119.353032

4686639866

173.59330

57.1279.0

54.3265.1

51.5251.2

16.79355.4

28.918.81

PAZ54/AZ38-700N AZ 38-700N 54.001371.60

0.87522.2

496.92739.51

111.482832

5891804396

218.211730

73.3357.9

69.3338.6

65.4319.2

21.54456.0

28.588.71

Size Range: The combinations above are just a sample of the thousands of possibilities that are available with the Pipe-Z System. System Width: For a given strength or stiffness requirement, using larger diameter pipes and wider sheet piles (new 800 mm sections) will maximize the efficiency of the wall. A larger system width reduces the number of connectors to weld, piles to drive, and tierods to install. Contact your local Skyline Steel representative to check on pricing and availability of your system.

System Width



Pipe-Z System

Pipe-Z 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

PAZ60/AZ14-770 AZ 14-770 60.001524.00

0.62515.9

396.70590.37

122.983124

5098696115

169.99136

50.5246.7

48.2235.1

45.8223.6

14.85314.2

28.848.79

PAZ60/NZ19 NZ 19 60.001524.00

0.75019.1

475.04706.95

117.482984

6391872780

213.011454

61.2298.9

58.7286.5

56.1274.1

17.99380.7

28.998.84

PAZ60/AZ23-700 AZ 23-800 60.001524.00

0.87522.2

553.04823.03

125.353184

7004956387

233.512551

66.5324.6

63.8311.4

61.1298.1

19.53413.5

30.489.29

PAZ60/AZ38-700N AZ 38-700N 60.001524.00

1.00025.4

630.71938.62

117.482984

85671169817

285.615352

83.2406.4

79.5388.0

75.7369.6

24.46517.7

30.159.19

PAZ66/AZ14-770 AZ 14-770 66.001676.40

0.68817.5

480.35714.86

128.983276

7084967362

214.711541

56.0273.2

53.7262.2

51.4251.2

16.44348.0

30.419.27

PAZ66/NZ19 NZ 19 66.001676.40

0.75019.1

523.14778.54

123.483136

80791103222

244.813162

62.9307.2

60.5295.4

58.1283.6

18.49391.3

30.569.32

PAZ66/AZ23-800 AZ 23-800 66.001676.40

0.87522.2

609.16906.56

131.353336

88661210754

268.714445

68.6334.8

66.0322.2

63.4309.5

20.15426.5

32.059.77

PAZ66/AZ38-700N AZ 38-700N 66.001676.40

1.00025.4

694.851034.08

123.483136

107931473880

327.117584

85.4417.1

81.8399.6

78.3382.1

25.10531.3

31.729.67

PAZ72/AZ14-770 AZ 14-770 72.001828.80

0.75019.1

571.25850.13

134.983428

95481303904

265.214260

61.5300.5

59.4290.0

57.2279.5

18.09382.8

31.989.75

PAZ72/NZ19 NZ 19 72.001828.80

0.81320.7

618.68920.73

129.483289

107961474260

299.916123

68.9336.2

66.6324.9

64.2313.7

20.23428.2

32.139.79

PAZ72/AZ23-800 AZ 23-800 72.001828.80

0.87522.2

665.29990.08

137.353489

109891500565

305.216411

70.5344.1

68.0332.0

65.5320.0

20.71438.3

33.6210.25

PAZ72/AZ38-700N AZ 38-700N 72.001828.80

1.00025.4

758.991129.53

129.483289

133241819541

370.119899

87.4426.8

84.0410.1

80.6393.4

25.68543.6

33.2910.15

PAZ78/AZ23-800 AZ 23-800 78.001981.20

0.87522.2

721.411073.60

143.353641

133751826459

343.018438

72.2352.6

69.9341.1

67.5329.5

21.22449.2

35.1910.73

PAZ78/AZ38-700N AZ 38-700N 78.001981.20

1.00025.4

823.131224.98

135.483441

161652207429

414.522284

89.2435.6

86.0419.7

82.7403.7

26.22554.9

34.8610.63

PAZ84/AZ23-800 AZ 23-800 84.002133.60

0.87522.2

777.531157.12

149.353794

160302188975

381.720520

73.8360.5

71.6349.4

69.3338.3

21.69459.2

36.7611.20

PAZ84/AZ38-700N AZ 38-700N 84.002133.60

1.00025.4

887.271320.44

141.483594

193192638067

460.024729

90.9443.7

87.8428.4

84.6413.2

26.70565.2

36.4311.11

Size Range: The combinations above are just a sample of the thousands of possibilities that are available with the Pipe-Z System. System Width: For a given strength or stiffness requirement, using larger diameter pipes and wider sheet piles (new 800 mm sections) will maximize the efficiency of the wall. A larger system width reduces the number of connectors to weld, piles to drive, and tierods to install. Contact your local Skyline Steel representative to check on pricing and availability of your system.




ASTMYield Strength PIPE SHEET PILE CONNECTORS

ksi MPa Spiralweld Rolled & Welded AZ E22

A 139 Grade A 30 205 ✔ ✔

A 139 Grade B 35 240 ✔ ✔

A 139 Grade C 42 290 ✔ ✔

A 139 Grade D 46 315 ✔ ✔

A 139 Grade E 52 360 ✔ ✔

A 252 Grade 1 30 205 ✔ ✔

A 252 Grade 2 35 240 ✔ ✔

A 252 Grade 3 45 310 ✔ ✔

A 252 Grade 3 (Mod) 50 345 ✔* ✔

A 252 Grade 3 (Mod) 60 415 ✔ ✔

A 328 39 270 ✔

A 36 36 250 ✔

A 516 Grade 55 30 205 ✔

A 516 Grade 60 32 220 ✔

A 516 Grade 65 35 240 ✔

A 516 Grade 70 38 260 ✔

A 572 Grade 42 42 290 ✔ ✔

A 572 Grade 50 50 345 ✔ ✔

A 572 Grade 55 55 380 ✔ ✔

A 572 Grade 60 60 415 ✔ ✔

A 572 Grade 65 65 450 ✔ ✔

A 588 50 345 ✔ ✔

A 690 50 345 ✔ ✔ ✔

A 690 (Mod) 57 390 ✔ **A 709 50 345 ✔

A 1011/1018 50 345 ✔

Abrasion Resistant Brinell Hardness – 190 ✔

EN 10248

S 240 GP 35 240 ✔

S 270 GP 39 270 ✔

S 320 GP 46 315 ✔

S 355 GP 51 355 ✔ ✔

S 390 GP 57 390 ✔

S 430 GP 62 430 ✔

S 460 AP 67 460 ✔

CSA G40 .21

Grade 260 W 38 260 ✔

Grade 300 W 43 297 ✔

Grade 350 W 51 355 ✔

Grade 400 W 58 400 ✔

Highlighted fields represent the most commonly used and readily available steel grades. Additional grades available upon request. Please call with any questions or special requests.

*Availability is dependent on pipe diameter and thickness. **Not available for AZ 36-700N and larger.


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

Length (ft) Length (m)

Spiralweld 130 feet 39.6 m

Rolled & Welded 120 feet 36.6 m

E22 59 feet 18.0 m

AZ 102 feet 31.0 m

NZ 90 feet 27.4 m

* All sections are readily spliced for longer lengths.



ASTM

PIPE

Spiralweld Rolled & Welded

ASTM ASTM

Outside Diameter ± 1% ± 1%

Weight/Thickness - 5% Per Specification

Length ± 1 in. ± 1 in.

ASTM

SHEET PILE

AZ

ASTM EN10248

Mass ± 2.5% ± 5%

Length + 5 in. ± 200 mm

Height ± 7 mm

Thickness ≤ 8.5 mm > 8.5 mm

Width ± 2%

Double Pile Width ± 3%

Interlock Opening



Twisting


HZ®-MHZ®-M 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 680M LT 24.87631.8

23.62599.9

18.11460

1.1429.00

0.6716.9

0.5514.0

0.7920 RZDU 16 RH 16

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 680M LT 11.81299.9 - 12.44

315.9 - 9.06230.0

40.44260.9

137 .63204 .8

4330.3180430

926.938620

366 .96015 - 102.5

16801.52

0.4628.45

2.573

HZ 880M A 15.82401.7 - 16.36

415.7 - 9.02229.0

45.82295.6

155 .92232 .0

8571.4356770

960.839990

541 .98880 - 106.5

17451.51

0.4599.73

2.966

HZ 880M B 15.89403.7 - 16.36

415.7 - 9.06230.0

50.87328.2

173 .13257 .6

9435.8392750

1027.542770

593 .89730 - 113.5

18601.51

0.4619.74

2.967

HZ 880M C 15.97405.7 - 16.36

415.7 - 9.06230.0

53.11342.7

180 .76269 .0

10012.7416760

1065.544350

627 .010275 - 117.8

19301.51

0.4619.74

2.967

HZ 1080M A 20.62523.7 - 21.17

537.7 - 8.94227.0

58.00374.2

197 .39293 .8

16943.9705260

944.939330

821 .713465 - 105.9

17351.49

0.45511.143.396

HZ 1080M B 20.74526.7 - 21.17

537.7 - 8.94227.0

61.63397.6

209 .72312 .1

18512.5770550

1016.542310

892 .814630 - 113.8

18651.49

0.45511.143.396

HZ 1080M C 20.85529.7 - 21.17

537.7 - 8.98228.0

68.14439.6

231 .88345 .1

20396.5848970

1080.244960

977 .916025 - 120.2

19701.50

0.45711.153.397

HZ 1080M D 21.01533.7 - 21.17

537.7 - 9.00228.5

73.41473.6

249 .82371 .8

22231.8925360

1127.746940

1058 .217340 - 125.4

20551.50

0.45711.153.397

HZ 1180M A 21.17537.7 - 21.17

537.7 - 9.02229.0

77.63500.8

264 .18393 .1

23617.8983050

1152.047950

1115 .818285 - 127.8

20951.50

0.45711.153.397

HZ 1180M B 21.25539.7 - 21.25

539.7 - 9.02229.0

80.46519.1

273 .83407 .5

24893.71036160

1228.951150

1171 .719200 - 136.4

22351.50

0.45711.183.407

HZ 1180M C 21.33541.7 - 21.33

541.7 - 9.04229.5

84.98548.3

289 .21430 .4

26434.91100310

1314.954730

1239 .420310 - 145.5

23851.51

0.45911.213.416

HZ 1180M D 21.41543.7 - 21.41

543.7 - 9.06230.0

89.51577.5

304 .63453 .3

27991.51165100

1401.958350

1307 .721430 - 154.7

25351.53

0.46011.243.425

* Referring outside of HZ®-M-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 680M LT 11.96303.7

11.66296.2

12.59319.7

12.29312.1

9.06230.0

39.96257.8

136 .01202 .4

4256.9177370

894.737280

356 .25840 - 98.8

16201.57

0.4788.45

2.573

HZ 880M A 15.99406.2

15.64397.2

16.54420.1

16.19411.2

9.02229.0

45.32292.4

154 .24229 .5

8441.2351350

928.338640

527 .98650 - 102.8

16851.57

0.4789.73

2.966

HZ 880M B 16.07408.1

15.72399.3

16.54420.0

16.19411.2

9.06230.0

50.33324.7

171 .30254 .9

9293.1386810

991.841280

578 .59480 - 109.5

17951.58

0.4819.74

2.967

HZ 880M C 16.14409.9

15.81401.5

16.53419.9

16.20411.4

9.06230.0

52.58339.2

178 .93266 .3

9870.2410830

1030.042870

611 .810025 - 113.8

18651.58

0.4819.74

2.967

HZ 1080M A 20.79528.2

20.44519.2

21.34542.1

20.99533.2

8.94227.0

57.52371.1

195 .75291 .3

16729.6696340

913.738030

804 .613185 - 102.2

16751.55

0.47311.143.396

HZ 1080M B 20.92531.4

20.55522.0

21.35542.3

20.98533.0

8.94227.0

61.09394.1

207 .89309 .4

18273.4760600

981.940870

873 .614315 - 109.8

18001.56

0.47511.143.396

HZ 1080M C 21.02533.9

20.69525.5

21.33541.9

21.00533.4

8.98228.0

67.60436.1

230 .05342 .4

20157.5839020

1045.143500

959 .015715 - 116.6

19101.56

0.47511.153.397

HZ 1080M D 21.17537.6

20.86529.8

21.32541.6

21.01533.7

9.00228.5

72.87470.1

247 .99369 .0

21993.0915420

1038.945480

1038 .917025 - 121.4

19901.56

0.47511.153.397

HZ 1180M A 21.32541.4

21.02534.0

21.32541.6

21.02534.0

9.02229.0

77.09497.3

262 .34390 .4

23377.3973040

1116.446470

1096 .617970 - 123.9

20301.57

0.47711.153.397

HZ 1180M B 21.44544.5

21.06534.9

21.44544.5

21.06534.9

9.02229.0

79.75514.5

271 .39403 .9

24572.31022780

1181.549180

1146 .318785 - 131.2

21501.58

0.48111.183.407

HZ 1180M C 21.51546.3

21.15537.1

21.51546.3

21.15537.1

9.04229.5

84.26543.6

286 .77426 .8

26111.31086840

1267.352750

1214 .119895 - 140.4

23001.58

0.48111.213.416

HZ 1180M D 21.67550.4

21.14537.0

21.67550.4

21.14537.0

9.06230.0

88.42570.5

300 .92447 .8

27494.21144400

1329.855350

1269 .020795 - 146.8

24051.60

0.48711.243.419


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 680M LT 11.81299.9 - 12.44

315.9 - 9.06230.0

39.48254.7

134 .33199 .9

4185.1174380

862.335930

354 .75815 - 95.2

15601.57

0.4788.512.59

HZ 880M A 15.82401.7 - 16.36

415.7 - 9.02229.0

44.83289.2

152 .57227 .0

8313.6346040

895.937290

525 .78615 - 99.5

16301.57

0.4789.79

2.984

HZ 880M B 15.89403.7 - 16.36

415.7 - 9.06230.0

49.80321.3

169 .47252 .2

9153.8381010

956.239800

576 .19440 - 105.6

17301.58

0.4819.80

2.987

HZ 880M C 15.97405.7 - 16.39

415.7 - 9.06230.0

52.04335.7

177 .01263 .6

9730.8405030

994.241380

609 .39985 - 109.8

18001.58

0.4809.80

2.987

HZ 1080M A 20.62523.7 - 21.17

537.7 - 8.94227.0

57.04368.0

194 .10288 .9

16518.6687560

882.436730

801 .213130 - 98.9

16201.55

0.47311.203.414

HZ 1080M B 20.74526.7 - 21.17

537.7 - 8.94227.0

60.55390.6

206 .06306 .7

18038.5750820

947.339430

869 .914255 - 105.9

17351.56

0.47511.203.415

HZ 1080M C 20.85529.7 - 21.17

537.7 - 8.98228.0

67.06432.7

228 .22339 .6

19922.3829230

1010.342050

955 .315655 - 112.6

18451.56

0.47611.213.417

HZ 1080M D 21.01533.7 - 21.17

537.7 - 9.00228.5

72.33466.7

246 .16366 .3

21757.8905630

1057.644020

1035 .616970 - 117.5

19251.56

0.47711.213.417

HZ 1180M A 21.17537.7 - 21.17

537.7 - 9.02229.0

76.54493.8

260 .49387 .7

23139.9963160

1080.944990

1093 .217915 - 119.9

19651.57

0.47711.213.418

HZ 1180M B 21.25539.7 - 21.25

539.7 - 9.02229.0

79.03509.8

268 .94400 .2

24256.41009630

1134.547220

1141 .518705 - 125.7

20601.58

0.48111.253.430

HZ 1180M C 21.33541.7 - 21.33

541.7 - 9.04229.5

83.55539.0

284 .32423 .1

25793.01073590

1220.050780

1209 .519820 - 134.9

22101.58

0.48211.283.439

HZ 1180M D 21.41543.7 - 21.41

543.7 - 9.06230.0

87.33563.4

297 .20442 .3

27009.11124210

1257.752350

1261 .720675 - 138.8

22751.60

0.48711.293.440


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 680M LT 10.30261.7

13.31338.1

11.74298.1 - 9.05

229.811.14282.9

46.33298.9

157 .72234 .7

5052.2210510

1470.561270

379 .76225

430.77060

132.12165

2.040.621

8.622.623

HZ 880M A 14.02356.2

17.61447.2

15.37390.5 - 9.01

228.911.14282.9

51.70333.5

175 .93261 .8

9868.7410770

1504.962640

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

10738.2446960

1573.265480

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

11320.8471210

1611.167060

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

19207.5799480

1480.761630

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

20767.9864430

1548.964470

922 .415115

1028.616855

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

22670.7943630

1616.967300

1008 .716530

1114.318260

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

24519.01020560

1666.969380

1088 .717840

1198.819645

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

25912.41078560

1693.070470

1146 .318785

1262.020680

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

27124.21129000

1758.173180

1200 .319670

1315.421555

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

28917.91203660

1897.578980

1271 .120830

1399.622935

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

30333.21262570

1962.681690

1337 .321915

1457.923890

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 680M LT 11.79299.5

11.83300.4

13.22335.8

13.26336.9

9.05229.8

11.14282.9

52.08336.0

177 .27263 .8

5980.6249190

1983.482640

506 .08295

451.47400

178.12920

2.040.621

9.372.853

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

11485.9478080

2013.583810

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

12326.0513050

2083.286710

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

12903.21537070

2121.388290

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

21900.5911570

1981.682480

1060 .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

23420.1974820

2046.485180

1128 .018485

1064.617445

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

25304.31053250

2118.588180

1211 .919860

1150.318850

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

27139.61129640

2170.790350

1290 .021140

1233.620215

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

28521.81187170

2198.591510

1345 .922055

1296.821250

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

29638.21233640

2252.193740

1393 .522835

1347.422080

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

32120.91336980

2538.7105670

1494 .524490

1443.523655

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

33337.11387600

2582.2107480

1546 .025335

1498.424555

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 680M LT 10.98279

12.63320.9

12.41315.3

14.07357.4

18.38466.8

20.47519.9

91.56590.7

311 .61463 .7

10102.6420940

10849.4452060

800 .313120

718.611780

530.48695

3.751.144

10.393.163

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

19700.5820000

11783.3490460

1172 .919220

1085.017780

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

21389.7890310

12853.1534990

1273 .920875

1183.919400

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

22547.0938480

13319.7554410

1339 .521950

1250.420490

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

13659.9568570

1767 .928970

1663.827265

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

41329.71720280

14385.9598790

1903 .031185

1800.529505

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

45109.31877600

15733.3654870

2074 .233990

1972.632325

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

48787.82030710

16792.3698950

2233 .236595

2139.235055

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

51557.92146010

17628.8733770

2347 .638470

2264.937115

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

53793.92239080

18164.3756060

2443 .440040

2365.338760

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

57800.82405860

19543.1813450

2612 .442810

2525.841390

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

60237.42507280

20355.4847260

2716 .844520

2635.943195

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 680M LT 11.80299.7

11.82300.2

13.23336.0

13.25336.6

18.38466.8

20.47519.9

97.81631.0

332 .84495 .3

11061.1460880

13022.4542600

936 .715355

835.113690

636.510435

3.751.144

11.093.376

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

21379.6889890

13940.3580240

1351 .122135

1244.020385

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

23059.9959830

15028.4625530

1449 .623755

1341.921990

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

24213.81007860

15494.9644950

1514 .924825

1409.023090

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

41095.01710510

15780.3656830

1991 .532635

1868.930625

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

44134.61837030

16506.6687060

2127 .034855

2007.132890

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

47902.71993870

17872.2743900

2295 .437615

2178.635700

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

51573.52146660

18940.1788350

2452 .940195

2345.838440

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

54338.12261730

19785.8823550

2565 .442040

2471.540500

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

56570.92354670

20321.3845840

2661 .043605

2573.142165

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

61256.82549710

22283.7927520

2860 .846880

2762.945275

1086.517805

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

63689.12650950

23107.5961810

2963 .948570

2873.047080

1124.718430

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 30.31770

13.56344.5

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 27.56700

16.56420.5

0.3759.5

0.3759.5

31.59203.8

107 .52160 .0

1324.555130

159 .82620

6.4716.44

6.101.86

AZ 26-700 27.56700

18.11460.0

0.48012.2

0.48012.2

40.63262.1

138 .24205 .7

2008.783610

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 680M LT 11.45242.4

871.7119038

65 .53521 .5

74.33994.6

31.38153.21

35.17171.71

38.95190.17

8.092.466

14.664.468

HZ 880M A 12.25265.4

1581.7215994

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

1708.2233269

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

1794.0244985

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

2963.8404731

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

3194.3436208

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

3471.9474116

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

3742.8511110

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

3946.4538913

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

4125.0563303

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

4387.2599108

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

4593.6627294

202 .510887 .0

220.811870.9

55.87272.78

59.73291.63

63.59310.47

8.162.487

17.435.313

* Referring outside of HZ®-M-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 680M LT 12.29260.1

1008.5137720

85 .34586 .0

76.14091.4

33.02161.22

37.43182.75

41.84204.28

8.092.466

15.414.697

HZ 880M A 13.09283.6

1820.1248550

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

1942.0265196

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

2026.9276790

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

3361.5459040

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

3586.0489698

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

3860.5527183

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

4129.2563876

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

4331.0591434

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

4495.5613897

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

4859.1663550

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

5035.9687693

233 .512553 .7

226.412172.0

57.68281.62

62.32304.27

66.96326.93

8.162.487

18.295.575

* Referring outside of HZ®-M-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 680M LT 14.73311.8

1315.0179575

104 .15596 .8

93.55026.9

43.98214.73

47.06229.77

50.14244.80

9.802.987

16.435.008

HZ 880M A 16.04347.5

2467.6336971

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

2666.1364078

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

2804.8383018

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

4712.4643517

217 .611698 .9

204.811010.7

58.57285.96

61.67301.10

64.76316.19

9.782.981

19.135.831

HZ 1080M B 19.88430.7

5079.2693606

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

5525.4754539

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

5962.8814269

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

6290.6859033

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

6558.9895672

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

7028.7959827

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

7314.9998910

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 680M LT 15.48327.7

1430.0195279

121 .06505 .4

107.95801.1

45.50222.15

49.09239.68

52.68257.20

9.802.987

17.135.221

HZ 880M A 16.79363.8

2669.1364487

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

2866.2391403

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

3004.5410289

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

5050.9689741

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

5416.8739708

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

5861.1800381

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

6297.4859962

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

6624.2904589

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

6892.1941173

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

7442.71016362

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

7728.11055335

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 680M LT 12.31260.6

1007.9137638

75 .74069 .9

85.84612.9

33.72164.63

37.80184.55

41.88204.47

8.122.475

14.694.478

HZ 880M A 13.17285.4

1769.6241653

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

1905.1260157

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

1997.1272720

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

3252.7444183

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

3500.0477954

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

3797.5518580

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

4087.8558223

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

4306.1588033

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

4497.6614184

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

4778.7652571

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

4999.8682764

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 680M LT 13.21279.6

1154.7157685

97 .75252 .7

87.04677.4

35.47173.18

40.22196.37

44.97219.56

8.122.475

15.454.709

HZ 880M A 14.07304.9

2025.2276558

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

2155.8294392

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

2247.0306846

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

3679.4502452

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

3920.1535322

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

4214.2575484

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

4502.4614840

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

4718.6644364

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

4895.1668466

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

5284.8721683

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

5474.2747547

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 680M LT 15.61330.4

1450.2198038

114 .86172 .0

103.05537.6

46.59227.47

49.86243.44

53.14259.45

9.842.999

16.475.020

HZ 880M A 17.00368.3

2670.3364651

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

2880.0393288

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

3026.7413321

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

5047.1689223

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

5435.4742248

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

5907.1806663

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

6369.8869848

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

6716.2917152

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

7000.2955935

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

7496.61023722

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

7799.11065031

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 680M LT 16.41347.3

1571.9214657

133 .07150 .5

118.66376.3

48.20235.33

52.02253.98

55.83272.58

9.842.999

17.175.233

HZ 880M A 17.79376.6

2883.5393766

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

3091.7422197

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

3238.1442189

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

5405.5738165

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

5792.8791054

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

6262.5855196

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

6723.8918190

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

7069.3965371

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

7352.91004099

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

7934.81083562

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

8236.31124734

383 .320607 .4

371.519973.0

90.70442.83

94.70462.36

98.71481.94

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 680M LT 13.73290.7

1116.0152 390

83 .84 505

95.05 110

36.63179

41.68204

46.73228

8.372.551

14.944.553

HZ 880M A 14.59308.9

1877.8256 420

106 .75 735

122.16 565

39.55193

44.61218

49.67243

8.372.551

16.234.948

HZ 880M B 15.37325.4

2013.1274 900

114 .96 180

129.56 960

42.21206

47.26231

52.31255

8.382.554

16.244.949

HZ 880M C 15.72332.9

2105.1287 470

120 .16 455

134.97 250

43.41212

48.46237

53.51261

8.382.554

16.244.949

HZ 1080M A 16.56350.5

3361.2458 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

3608.3492 740

160 .28 615

178.79 610

48.13235

53.20260

58.27285

8.362.548

17.645.378

HZ 1080M C 18.13383.9

3905.7533 350

173 .89 345

192.010 320

51.59252

56.65277

61.72301

8.362.549

17.655.379

HZ 1080M D 18.96401.3

4196.1573 000

186 .310 015

205.211 030

54.40266

59.46290

64.52315

8.372.550

17.655.380

HZ 1180M A 19.62415.2

4414.2602 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

4605.8628 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

4886.8667 320

214 .811 550

236.512 715

60.70296

65.83321

70.95346

8.422.565

17.705.394

HZ 1180M D 21.50455.0

5107.8697 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 680M LT 14.64309.9

1262.7172430

106 .85740

95.25120

38.38187

44.10215

49.83243

8.372.551

15.694.783

HZ 880M A 15.50328.2

2133.5291340

134 .77240

124.16670

41.30202

47.03230

52.76258

8.372.551

17.005.183

HZ 880M B 16.27344.4

2263.9309150

142 .27645

131.77080

43.93214

49.65242

55.37270

8.382.554

17.015.186

HZ 880M C 16.63351.9

2355.1321590

147 .27915

137.07365

45.13220

50.86248

56.58276

8.382.554

17.015.186

HZ 1080M A 17.47369.8

3787.7517240

183 .49860

172.19255

47.97234

53.71262

59.45290

8.362.547

18.425.613

HZ 1080M B 18.03381.5

4028.5550120

194 .010430

183.19845

49.86243

55.60271

61.34300

8.362.548

18.425.614

HZ 1080M C 19.04403.0

4322.5590270

207 .011130

196.510565

53.32260

59.05288

64.79316

8.362.549

18.425.616

HZ 1080M D 19.86420.4

4610.6629600

219 .211785

209.611270

56.13274

61.86302

67.59330

8.372.550

18.435.616

HZ 1180M A 20.52434.3

4826.7659120

227 .812245

219.411795

58.36285

64.09313

69.82341

8.372.551

18.435.617

HZ 1180M B 20.91442.6

5003.2683220

235 .212645

227.512230

59.70291

65.43319

71.16347

8.372.552

18.435.619

HZ 1180M C 21.97465.1

5393.0736440

250 .913490

242.413030

62.83307

68.80336

74.77365

8.422.565

18.545.652

HZ 1180M D 22.56477.5

5582.2762280

258 .813915

250.913490

64.84317

70.80346

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 680M LT 16.75354.7

1537.0209 880

121 .66 540

109.35 875

48.92239

52.98259

57.03278

10.083.074

16.715.093

HZ 880M A 18.15384.1

2757.2376 510

164 .18 825

151.98 165

53.63262

57.70282

61.76302

10.093.074

18.015.489

HZ 880M B 19.38410.1

2966.7405 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

3113.4425 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

5134.3701 120

237 .112 745

223.111 995

64.40314

68.47334

72.55354

10.063.066

19.415.915

HZ 1080M B 22.21470.2

5522.6754 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

5994.1818 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

6456.7881 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

6803.1929 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

7087.1967 790

321 .917 305

311.616 755

83.19406

87.25426

91.32446

10.103.077

19.465.932

HZ 1180M C 28.22597.4

7583.31 035 550

342 .718 425

331.417 815

87.82429

91.93449

96.05469

10.153.094

19.515.945

HZ 1180M D 29.16617.2

7885.81 076 850

355 .619 120

345.018 550

91.01444

95.12464

99.23484

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 680M LT 17.55371.5

1658.6226 490

140 .37 545

125.26 730

50.54247

55.13269

59.73292

10.083.074

17.415.307

HZ 880M A 18.94400.9

2970.4405 620

187 .710 090

172.99 295

55.25270

59.85292

64.46315

10.093.074

18.725.706

HZ 880M B 20.17426.9

3178.5434 040

199 .910 745

185.09 945

59.45290

64.04313

68.63335

10.113.081

18.745.713

HZ 880M C 20.74438.9

3324.8454 020

208 .011 185

193.410 400

61.38300

65.97322

70.57345

10.113.080

18.745.712

HZ 1080M A 22.11468.1

5492.6750 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

5879.9802 940

283 .415 235

267.414 375

69.07337

73.69360

78.30382

10.073.068

20.136.135

HZ 1080M C 24.63521.3

6349.5867 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

6810.8930 050

323 .917 415

309.816 655

79.09386

83.70409

88.30431

10.083.073

20.146.139

HZ 1180M A 26.99571.4

7156.2977 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

7439.81 015 950

350 .018 815

338.418 195

84.81414

89.41437

94.01459

10.103.077

20.166.144

HZ 1180M C 29.22618.4

8021.51 095 390

374 .620 140

361.819 450

89.84439

94.63462

99.42485

10.153.094

20.286.181

HZ 1180M D 30.15638.2

8323.01 136 560

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 680M LT 18.7047.5

11.08281.4

12.54318.4

12.50317.6 - 27.69

586.494 .28460 .3

3014.1411590

240 .412 925

241.112960

1.810.552

8.522.594

HZ 880M A 18.7047.5

14.96379.9

16.67423.5

16.31414.3 – 31.28

662.1106 .46

519 .85939.0811 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 .16464.9882 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 .16836.8933 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 .211736.71 602 720

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 .812745.51 740 470

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 .013915.71 900 270

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 .115075.72 058 680

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 .615938.92 176 560

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 .116715.12 282 550

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 .117798.22 430 450

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 .418656.72 547 690

846 .945 530

869.346 735

1.850.564

11.373.464

* Referring outside of HZ®-M-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 680M LT 37.4095.0

11.39289.2

12.23310.7

12.81325.4

13.67347.1

28.38601.0

96 .63471 .8

3121.2426220

255 .213 720

228.412 280

3.531.075

10.243.117

HZ 880M A 37.4095.0

15.31389.0

16.32414.4

16.67423.4

17.67448.9

31.97676.7

108 .81531 .2

6126.0836 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

6641.1906 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

7012.4957 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

12054.716 461 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

13045.217 814 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

14212.419 407 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

15370.620 989 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

16231.222 164 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

16952.423 149 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

18147.924 782 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

18888.925 794 00

864 .946 500

838.845 095

3.611.099

13.184.018

* Referring outside of HZ®-M-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





AMERICAN CANADIAN EUROPEAN

ASTMYIELD STRENGTH



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

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

A 572 Grade 42 42 290 Grade 300 W 43 297 S 270 GP 39 270



A 572 Grade 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.

Delivery Conditions & TolerancesHZ®-M & 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%

HZ®-M Pile

Thickness ≤ 12.5 mm + 2.0, -1.0 mm

> 12.5 + 2.5, -1.5 mm

Maximum Rolled Lengths**HZ®-M 108.3 feet (33.0 m)

AZ 101.7 feet (31.0 m)

RZD/RZU 78.7 feet (24.0 m) (Length does not restrict wall height)

RH 78.7 feet (24.0 m) (Length does not restrict wall height)

** Longer lengths may be possible upon request.

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

Wichita, KS

Grand Rapids, MI

Los Angeles, CA

H-Pi

le


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)

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

89132

25.9167

12.36314

12.32313

0.72018.3

0.72018.3

6.041.84

68928700

111.61830

126.32070

5.1613.1

2259370

36.5599

56.2922

2.947.48

102152

29.9193

12.56319

12.64321

0.81920.8

0.81920.8

6.171.88

81133800

129.32120

147.62420

5.2013.2

27611500

43.7716

67.11100

3.047.71

117174

34.4222

12.76324

12.87327

0.92923.6

0.92923.6

6.261.91

94639400

148.22430

170.82800

5.2413.3

33113800

51.4843

79.31300

3.117.89

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 572 Grade 60 60 415 HISTAR 460 67 460

A 588 50 345

A 690 50 345

A 709 50 345

A 913* 60 415

A 913* 65 450

Highlighted fields represent the most commonly used and readily available steel grades. * Available for HP12x89 and larger. † HISTAR only available in some sizes.

HPSteel H-Pile

Splicer and H-Pile Point


Mass ± 2.5%

Length§

30 Feet and Under ± 0.375 inches

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

Depth ± 0.125 inches – 0.1875 inches

Flange Width + 0.25 inches

Flanges out of Square

HP 8 x 42 - HP 12 x 84 ≤ 0.25 inches

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

Web off Center ≤ 0.1875 inches

Greatest Depth over Theoretical ≤ 0.25 inches

Camber and Sweep***

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

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

Maximum Rolled Lengths†

HP 130 ‘ 39.6 m

† Longer lengths may be possible upon request.

Splicer H-Pile Point


Skyline Steel manufactures three types of pipe: Straight seam (ERW), spiralweld and rolled & welded. They are all made from steel that has similar physical and chemical properties. All of these types of pipe are welded with full penetration welds that are just as strong as the base material.

ERW Pipe

ERW pipe is made from steel coil and the weld seam runs parallel to the pipe. The width of the coil is the same as the circumference of the pipe so diameters are limited to 24 inches. However, the manufacturing process is fast so it is ideal for large production runs of small (<= 24 in.) diameter sections.

Spiralweld Pipe

Spiralweld pipe, like ERW, is also manufactured from steel coil. The difference is the coil is wound at an angle, so the weld runs around the outside of the pipe in the shape of a helix. This allows for a lot more variation in diameter and thickness than ERW pipe. Spiralweld pipe is most commonly used for pipe diameters between 24 in. and 120 in. and for thicknesses of 1.0 in. or less.

Rolled and Welded Pipe

Rolled and welded pipe is made from sections of plate rolled into cans. The seam of the can is welded and then the individual cans are welded together to make the finished pipe. Rolled and welded pipe can be made in diameters of up to 16 feet and over 2.0 inches in thickness.

Pipe is ideal for bearing piles since it can be produced in a wide variety of sizes, grades, and lengths. It is also easy to splice and can be driven open or closed-ended. Closed-ended pipe can be filled with concrete to increase the total capacity after the pile has been driven. The American Society of Civil Engineers (ASCE) recommends a lower safety factor for concrete-filled, closed-ended pipe than any other type of foundation pile (driven or drilled), primarily due to the predictability of a quality installed product. Pipe can also be used for:

Pipe

• Pipe-Z Combination Walls• Casing for Drilled Shafts• Bracing for Cofferdams or Excavation Support• Mine Shafts

• Sign Poles• Jack & Bored Installations• Tanks• Transmission Lines

Pipe

Camden, NJLos Angeles, CA

Seattle, WA

Pipe


PIPE WEIGHT lbs/ft (kg/m)

Outside Diameter (DO) in

(mm)

Wall Thickness (t) in (mm)

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

16406.4

31.7847.29

34.2851.02

36.9554.98

42.0962.64

52.3277.87

62.6493.21

82.85123.29

18457.2

35.8053.27

38.6257.47

41.6361.95

47.4470.59

58.9987.79

70.65105.15

93.54139.20

116.09172.78

20508.0

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

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

245.87365.94

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

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

797.571186.92

958.091422.82

1272.111893.11

Please inquire about additional diameters and thicknesses.

DO

DI

t

Spiralweld Pipe

APPROXIMATE VALUES

Pipe Weight (lbs/ft) = 10.69*t*(DO-t)DO (in) - outside diametert (in) - thickness of pipe

Pipe Weight (kg/m) = 0.0247*t*(DO-t)DO (mm) - outside diametert (mm) - thickness of pipe



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


A 139 Grade A 30 205 A 252 Grade 1 30 205

A 139 Grade B 35 240 A 252 Grade 2 35 240

A 139 Grade C 42 290 A 252 Grade 3 45 310

A 139 Grade D 46 315 A 252 Grade 3 (Mod) 50 345

A 139 Grade E 52 360 A 252 Grade 3 (Mod)* 55-80 379-555

AWWA C200

Highlighted fields represent the most commonly used and readily available steel grades. *Availability is dependent on pipe diameter and thickness.

Available Steel Specifications

ASTM

A 588

A 690

A 572

A 709

A 1011

A 1018

Abrasion Resistant

Spiralweld Pipe

Easy Weight Calculator (All Dimensions in inches. Density of steel = 0.2836 lbs/in3)

Delivery Conditions & Tolerances**ASTM

Pipe Piles:

Outside Diameter ± 1%

Weight/Thickness – 5%

Length ± 1 inch

**Tighter specifications may be possible upon request.

Maximum Rolled Lengths***Spiralweld 130 feet (39.6 m)

*** Longer lengths may be possible upon request.

Rectangles and Squares

Weight (lbs) = A x B x Thickness x 0 .2836

Circular Plates

Weight (lbs) = Thickness xπ

(D2) x 0 .28364

Area = π

D2 4

D

Rings

Area = π

(DO2 - DI

2) 4


(DO2 - DI

2) x 0 .28364

DO

DI


DO

DI

t


APPROXIMATE VALUES



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

63.4794.47

79.01117.59

94.71140.96

110.32164.20

125.61186.95

140.81209.58

156.18232.44

171.46255.18

186.41277.44

30762.0

79.51118.34

99.02147.37

118.76176.76

138.42206.01

157.68234.68

176.86263.23

196.26292.11

215.58320.86

234.51349.04

272.43405.47

310.01461.41

36914.4

95.54142.20

119.03177.16

142.81212.56

166.51247.83

189.75282.41

212.91316.88

236.35351.77

259.71386.54

282.62420.64

328.55489.00

374.15556.87

464.35691.12

421066.8

111.58166.07

139.04206.94

166.87248.35

194.61289.64

221.82330.15

248.95370.53

276.44411.44

303.84452.22

330.73492.23

384.68572.53

438.30652.34

544.53810.45

597.14888.76 Max. wall

thickness of 1.50" (38.1mm).

Please call for weight.

481219.2

127.61189.93

159.05236.73

190.92284.15

222.70331.45

253.89377.88

285.00424.18

316.53471.10

347.97517.90

378.83563.83

440.80656.06

502.44747.80

624.71929.78

685.341020.02

541371.6

143.65213.80

179.07266.51

214.97319.95

250.79373.27

285.96425.61

321.05477.83

356.62530.77

392.10583.58

426.94635.43

496.92739.59

566.58843.26

704.881049.11

773.531151.28

601524.0

159.68237.66

199.08296.30

239.02355.75

278.89415.08

318.03473.34

357.10531.48

396.70590.43

436.23649.26

475.04707.03

553.05823.13

630.72938.73

785.061168.44

861.731282.54

Max. wall thickness of

1.625" (41.3mm).Please call for weight.

661676.4

175.72261.53

219.09326.08

263.08391.55

306.98456.89

350.10521.07

393.14585.13

436.79650.10

480.35714.94

523.15778.63

609.17906.66

694.861034.19

865.231287.77

949.921413.81

721828.8

191.75285.40

239.10355.87

287.13427.35

335.07498.70

382.17568.80

429.19638.78

476.88709.76

524.49780.62

571.25850.22

665.29990.19

759.001129.65

945.411407.10

1038.111545.07


1.75" (44.4mm). Please call for weight.

781981.2

207.79309.26

259.11385.65

311.18463.15

363.17540.52

414.24616.54

465.24692.43

516.97769.43

568.62846.30

619.36921.82

721.421073.72

823.141225.12

1025.591526.42

1126.311676.33

842133.6

223.82333.13

279.13415.44

335.24498.95

391.26582.33

446.31664.27

501.28746.08

557.06829.09

612.74911.98

667.47993.42

777.541157.25

887.281320.58

1105.761645.75

1214.501807.60

902286.0

239.86356.99

299.14445.22

359.29534.75

419.35624.14

478.38712.00

537.33799.73

597.14888.76

656.87977.65

715.571065.02

833.661240.78

951.421416.04

1185.941765.08

1302.691938.86

962438.4

255.90380.86

319.15475.01

383.34570.54

447.45665.96

510.45759.73

573.38853.38

637.23948.42

701.001043.33

763.681136.61

889.791324.31

1015.561511.51

1266.111884.41

1390.892070.12


2.00" (50.8mm). Please call for weight.

1022590.8

271.93404.73

339.16504.79

407.39606.34

475.54707.77

542.52807.46

609.43907.03

677.321008.09

745.131109.01

811.781208.21

945.911407.84

1079.701606.97

1346.292003.74

1479.082201.38

1082743.2

287.97428.59

359.17534.58

431.45642.14

503.64749.58

574.60855.20

645.47960.69

717.411067.75

789.261174.69

859.891279.81

1002.031491.37

1143.851702.44

1426.472123.07

1567.272332.65

1142895.6

304.00452.46

379.19564.36

455.50677.94

531.73791.40

606.67902.93

681.521014.34

757.501127.42

833.391240.37

907.991351.41

1058.161574.90

1207.991797.90

1506.642242.40

1655.472463.91

1203048.0

320.04476.32

399.20594.14

479.55713.74

559.82833.21

638.74950.66

717.571067.99

797.581187.08

877.521306.05

956.101423.01

1114.281658.43

1272.131893.36

1586.822361.73

1743.662595.17


2.25" (57.1mm).Please call for weight.

1263200.4

419.21623.93

503.61749.54

587.92875.02

670.81998.39

753.611121.64

837.671246.75

921.651371.73

1004.211494.60

1170.401741.96

1336.271988.83

1666.992481.06

1831.862726.43

1323352.8

439.22653.71

527.66785.34

616.01916.84

702.881046.12

789.661175.29

877.761306.41

965.781437.41

1052.311566.20

1226.531825.49

1400.412084.29

1747.172600.39

1920.052857.70

1383505

551.71821.14

644.10958.65

734.951093.85

825.711228.94

917.851366.08

1009.901503.09

1100.421637.80

1282.651909.03

1464.552179.75

1827.352719.75

2008.242988.96

1443657.6

575.76856.94

672.201000.46

767.021141.59

861.761282.59

957.941425.74

1054.031568.77

1148.521709.40

1338.771992.56

1528.692275.22

1907.522839.05

2096.443120.22

1503810.0

599.82892.73

700.291042.28

799.091189.32

897.801336.24

998.021485.41

1098.161634.44

1196.631780.99

1394.902076.09

1592.832370.68

1987.702958.38

2184.633251.48

1563962.4

623.87928.53

728.391084.09

831.161237.05

933.851389.89

1038.111545.07

1142.291700.12

1244.731852.59

1451.022159.62

1656.972466.15

2067.873077.71

2272.823382.75

1624114.8

756.481125.90

863.231284.78

969.901443.54

1078.201604.73

1186.421765.80

1292.841924.19

1507.142243.15

1721.112561.61

2148.053197.04

2361.023514.01

1684267.2

784.571167.71

895.301332.51

1005.941497.19

1118.291664.40

1230.551831.48

1340.941995.79

1563.272326.68

1785.252657.07

2228.233316.37

2449.213645.27

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

Highlighted fields represent the most commonly used and readily available steel grades. Additional grades available upon request.


Additional Capabilities

Delivery Conditions & TolerancesASTM


Weight/Thickness Per Specification

Length ± 1 inch

Maximum Rolled Lengths*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 standards. Structural welding code AWS D1.1 or D1.5 is also available.


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

0.56214.29

0.62515.88

2 3/860.33

4.226.29

4.386.54

4.727.03

5.027.52

2 7/873.03

5.187.72

5.398.03

5.798.65

6.219.26

7.0210.46

3 1/288.90

6.389.51

6.649.90

7.1610.67

7.5811.44

8.6912.95

4101.60

7.3410.94

7.6611.39

8.2412.29

8.8413.18

10.0214.94

12.3318.36

14.5321.66

4 1/2114.30

8.3012.37

8.6412.89

9.3313.91

10.0114.92

11.3616.93

13.9920.85

6 5/8168.28

12.3818.46

12.9219.23

13.9420.79

14.9822.33

17.0225.40

21.0431.44

25.0337.35

32.7148.80

36.4254.34

7177.80

13.1019.53

13.6520.36

14.7522.00

15.5923.64

18.0426.89

22.3433.30

26.5039.59

34.7451.79

8 5/8219.08

16.2224.18

16.9425.21

18.2927.26

19.6629.30

22.3633.36

27.8141.39

33.0449.30

43.4364.74

48.4872.27

53.4579.68

9 5/8244.48

18.0826.90

18.9728.23

20.4530.43

22.0232.77

25.0646.23

31.0646.23

37.0855.19

48.7772.59

10 3/4273.05

20.2330.10

21.2331.59

22.8934.06

24.6536.69

28.0641.76

34.8151.81

40.52 (0.365)60.30

54.7981.54

12304.80

22.6233.66

23.7435.33

25.6038.10

27.5841.04

31.4046.73

38.9858.01

46.6069.35

61.4791.49

12 3/4323.85

24.0535.80

25.2537.57

27.2340.52

29.3443.66

33.4149.71

41.4861.74

49.6173.83

65.4897.45

14355.60

26.4539.36

27.7641.31

29.9444.56

32.2648.01

36.7554.69

45.6567.94

54.6281.28

72.16107.38

16406.40

30.2745.05

31.7847.29

34.2851.02

36.9554.98

42.0962.64

52.3277.87

62.6493.21

82.85123.29

92.83138.38

102.72153.13

18457.20

34.1050.75

35.8053.27

38.6257.47

41.6361.95

47.4470.59

58.9987.79

70.65105.15

93.54139.20

20508.00

37.9356.44

39.8259.25

42.9663.93

46.3168.92

52.7878.55

65.6697.72

78.67117.08

104.23155.11

116.88174.23

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

140.93210.09

156.17232.41

Please inquire about additional diameters and thicknesses.

DO

DI

t

ERW Pipe

APPROXIMATE VALUES




ERW Pipe

Easy Weight Calculator (All Dimensions in inches. Density of steel = 0.2836 lbs/in3)

Delivery Conditions & Tolerances**ASTM

Pipe Piles:


Weight/Thickness – 5%

Length ± 1 inch

**Tighter specifications may be possible upon request.

Maximum Rolled Lengths***ERW 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

Circular Plates


(D2) x 0 .28364

Area = π

D2 4

D

Rings

Area = π

(DO2 - DI

2) 4


(DO2 - DI

2) x 0 .28364

DO

DI


ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


A 139 Grade A 30 205 A 252 Grade 1 30 205

A 139 Grade B 35 240 A 252 Grade 2 35 240

A 139 Grade C 42 290 A 252 Grade 3 45 310

A 139 Grade D 46 315 A 252 Grade 3 (Mod) 50 345

A 139 Grade E 52 360 A 252 Grade 3 (Mod)* 55-80 379-555

AWWA C200

Highlighted fields represent the most commonly used and readily available steel grades. *Availability is dependent on pipe diameter and thickness.

Available Steel Specifications

ASTM

A 588

A 690

A 572

A 709

A 1011

A 1018

Abrasion Resistant


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. Channels and miscellaneous channel sections are often used to make walers for anchorage systems and caps for sheet pile walls.

Structural SectionsStructural Sections

Chicago, IL

Newark, NJ

Snohomish County, WA

Stru

ctur

al S

ectio

ns


Structural Sections


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 690 50 345 S 460 HISTAR 67 460

A 709 50 345

A 913 50 345

A 913 65 450

A 992 50 345

Highlighted fields represent the most commonly used and readily available steel grades. Additional grades available upon request. *HISTAR only available in some sizes.


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.

Beams


Structural Sections


AMERICAN

ASTMYIELD STRENGTH

(ksi) (MPa)

A 36 36 250

A 572 Grade 50 50 345

A 572 Grade 60 60 415

A 588 50 345

A 242 50 345

CANADIAN


(ksi) (MPa)

Grade 350 W 50 350

EUROPEAN


(ksi) (MPa)

S 235 GP 34 235

S 355 GP 51 355


AMERICAN

ASTMYIELD STRENGTH

(ksi) (MPa)

A 36 36 250

A 572 Grade 50 50 345

A 572 Grade 60 60 415

A 588 50 345

A 242 50 345

CANADIAN


(ksi) (MPa)

Grade 350 W 50 350

EUROPEAN


(ksi) (MPa)

S 235 34 235

S 355 51 355

Delivery Conditions & TolerancesMass ± 2.5%Depth

3 to 7 in + 09375 in – 0.0625 in7 to 14 in + 0.125 in – 0.9375 inOver 14 in + 0.1875 in – 0.125 in

Length5 to 10 ft + 1.0 in10 to 20 ft + 1.5 in20 to 30 ft + 1.75 in30 to 40 ft + 2.25 in40 to 50 ft + 2.75 in50 to 65 ft + 2.75 in

Flange Width3 to 7 in ± 0.125 in7 to 14 in + 0.125 in – 0.9375 inOver 14 in + 0.125 in – 0.1875 in

Flanges 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 + 1.0 in10 to 20 ft + 1.5 in20 to 30 ft + 1.75 in30 to 40 ft + 2.25 in40 to 50 ft + 2.75 in50 to 65 ft + 2.75 in

Leg Length*1 to 2 in ± 0.046875 in2 to 3 in ± 0.0625 in3 to 4 in + 0.125 in – 0.09375 in4 to 6 in ± 0.125 inOver 6 in + 0.1875 in – 0.125 in

Flanges out of Square ± 1.5 degreesThickness 1 to 2 in. 2 to 3 in.

≤ 0.1875 in ± 0.010 in ± 0.012 in0.1875 to 0.375 in ± 0.010 in ± 0.015 inOver 0.375 in ± 0.012 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 ft 18.3 mMost Sections 85 ft 25.9 mSome Sections 130 ft 39.6 m


Maximum Rolled Lengths**All Sections 60 ft 18.3 mMost Sections 85 ft 25.9 mSome Sections 130 ft 39.6 m


Channels Angles


Since geotechnical exploration and pile driving are not exact sciences, it is often challenging to predict the difficulty of driving piles and also to determine what their final lengths will be. To assist engineers and contractors in the construction of deep foundations, pile splicers, shoes, points, and other accessories are available.

Applications of Pile Accessories

Pile splicers are used to splice steel, concrete, and wood piles. They are used in situations where final pile lengths need to be longer than what could otherwise be reasonably handled and delivered, or in low head room applications. Shoes and points protect the ends of piles, ease installation and, in the case of pipe, prevent soil intrusion so the pipe can be filled with concrete. Extruded corner piles are also available to ease construction of sheet pile walls. Pile accessories can be custom made to fit almost any requirement.

Pile AccessoriesPile Accessories

Open-End Cutting Shoes

Sheet Pile Protector

H-Pile Splicers

Pile

Acc

esso

ries


HP Accessories

Sheet Pile Accessories

Pile Accessories

HP Splicer

HP Point

Sheet Pile Splicer Jet Filter



HP Point

HP Point


Pile Accessories

Pipe Accessories

Timber Accessories

Contact Information

Cutting Shoes

Conical Points

Drive-On Pipe Pile Splicer

Outside Flange

Inside Flange (60°)

Backing Ring

Timber Boot Timber Point Timber Uplift Connector

Inside Flange

Inside Flange (60°)

Drive-Tite Boot

Associated Pile & FittingTel: (973) 773-8400Toll Free: (800) 526-9047Fax: (973) [email protected]

Environ

As a leader in the sheet pile industry, we are proud to introduce our new line of High Density Polyethylene (HDPE) sheet piles, the PE30. HDPE is impermeable and exceptionally resistant to corrosion, biological attacks, chemicals, and salts making it ideal for cutoff walls. By nearly eliminating deterioration, HDPE is unmatched when compared to other subsurface materials, thus allowing for an extremely long design life and minimizing the risk of premature failure. Incorporating the benefits of HDPE, the PE30 can be used in a full range of environments including marine, industrial, manufacturing, and mining.

The PE30’s revolutionary design combines the time tested benefits of HDPE with the latest innovations in sheet pile technology. The PE30 is equipped with the Larssen Interlock which is the least permeable system available in today’s market. In addition, the effective permeability of the joints can be further decreased by using sealants. The PE30 is domestic, readily available and cost-effective, making it an ideal solution for environmental barrier applications.

Environ

Envi

ron


Environ PE30Environ PE30 Sheet Pile

MATERIAL PROPERTIES

Width (w)

in

Height(h)

in

Thickness

Weight

lb/ft

Section Modulus

in3/ft

Moment of Inertia

in4/ft

Flange(tf)

in

Web(tw)

in

Environ29.625 3.5 0.250 0.250 4.25 3.84 6.48

± 0.25 ± 0.25 minimum minimum minimum

Peak Tensile Stress

ksi

Modulus of Elasticity

ksi

Hardness

Shore D

Density (HDPE Compound)

gm/cm3

Test Method ASTM D3039/D638 ASTM D3039/D638 ASTM 2240 ISO 1183

Environ3.12 70 60 – 70 1.0 – 1.10

minimum minimum


As a premier supplier of steel foundation products, Skyline Steel offers a comprehensive line of geostructural products. Since becoming a member of the Nucor family, a concentrated emphasis has been made to fully develop the geostructural business unit into a leader in the supply side of the heavy civil construction business.

A core group of geostructural industry specialists has been assembled to focus on providing superior service to this growing market niche. A significant investment in manufacturing has been made which has allowed us to add new product lines and strengthen our existing product offering. In addition to Skyline Steel’s complete line of grade 75 and grade 150 cold rolled threaded bar, we now offer an improved hot-rolled fully threaded bar. Our manufacturing capabilities have also been expanded to allow us to produce DCP shop grouted and SCP ground anchors in multiple locations across the United States. Skyline Steel’s experienced production team has become experts at assembling large-scale reinforcement bar cages measuring over 109 feet long, using couplers and full load nuts.

Significant improvements have also been made in our micropile manufacturing capabilities. Micropile threaded casing production capacity has been expanded to further supplement our full line of bar reinforcing products, making us the single source supplier to any contractor involved in a micropile project. Multi-strand anchors, featuring Samwoo load distributive anchor systems with removable capabilities, are now available from Skyline Steel. A comprehensive hollow bar system with a full line of complementary accessories has also been added to our geostructural product offering. Skyline Steel is pleased to be a market leader in the specialty products described in this manual and we are dedicated to partnering with our customers and delivering high quality products and cost effective solutions.

Geostructural SolutionsGeostructural

Solutions

New York, NY

Chicago, IL

Prince Rupert, BC

Geos

truc

tura

l So

lutio

ns


Threaded Bar - Grade 75/80*

Bar Designation Grade

Nominal Diameter

in(mm)

Min . Net Area Thru Threads

in2

(mm2)

Min. Ultimate Strength

kips(kN)

Min . Yield Strength

kips(kN)

Nominal Weight

lbs/ft(kg/m)

Approx . Major Thread Diameter

in(mm)

Thread Orientation

Max . Length

ft(m)

#8 75 1 25

0.790510.0

79351.4

59.3263.8

2.704.0

1.12528.5 Left Hand 60

18.3

#9 75 1 1/8 28

1.000645.0

100444.8

75333.6

3.405.1

1.25032.0 Left Hand 60

18.3

#10 75 1 1/432

1.270819.0

127564.9

95.3423 .9

4.306.4

1.37535.0 Left Hand 60

18.3

#11 75 1 3/8 35

1.5601006.0

156694.0

117520.5

5.307.9

1.50038.1 Left Hand 60

18.3

#1475 1 3/4

452.2501452.0

2251000.9

168.7750.4

7.6511.4

1.87547.6 Right Hand 60

18.3

80 1 3/4 45

2.2501452.0

236.31051.1

180.0800.7

7.6511.4

1.87547.6 Right Hand 60

18.3

#1875 2 1/4

554.0002581.0

4001779.4

3001334.5

13.6020.2

2.438 62.0 Right Hand 60

18.3

80 2 1/455

4.0002581.0

420.01868.2

320.01423.4

13.6020.2

2.438 62.0 Right Hand 60

18.3

#2075 2 1/2

644.9103168.0

4912184.0

3681637.0

16.6924.8

2.75070.0 Right Hand 60

18.3

80 2 1/264

4.9103168.0

515.62293.5

392.81747.3

16.6924.8

2.75070.0 Right Hand 60

18.3

#24 75 376

7.0704561.0

7073142.0

5302356.0

24.1035.9

3.250 82.6 Right Hand 60

18.3

#28 75 3 1/2 89

9.6106200.0

9604274.0

7203206.0

32.7048.7

3.75095.3 Right Hand 60

18.3

Cold rolled threaded bars conform to the physical and chemical requirements of ASTM A 615 Grade 75 ksi “Standard Specification for Deformed Carbon Steel Bars for Concrete Reinforcement”* Contact your local Skyline Steel representative for information on additional steel grades.

Threaded Bar - Grade 150

Nominal Diameter

in(mm)


in2

(mm2)


kips(kN)


kips(kN)

Nominal Weight

lbs/ft(kg/m)


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

2.6001677

3901735

3201423

9.113.5

250.8 Left Hand 60

18.32 1/457

4.0002581

6002669

4802135

13.620.2

2 7/1662.0 Left Hand 60

18.32 1/265

5.1903350

7783457

6222766

18.327.2

2 3/469.9 Left Hand 60

18.3375

7.0604554

10594702

8473766

24.035.7

3 1/482.6 Left Hand 60

18.3

1 inch to 1 3/8 inch diameter, ASTM A 722; 1 3/4 inch to 3 inch diameter bar manufactured in accordance with ASTM A 722 physical and chemical requirements. Grade 150 ksi steel must not be subjected to localized heating such as welding, cutting torch, or hot grinding.

Approx. MajorThread Diameter

Approx. MajorThread Diameter

Threaded Bar and Accessories

Please note: As we continuously improve the design of our products, product details are subject to change. † Contact your sales representative for information on hot dip galvanized and epoxy coated bars.

Cold Rolled 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

1.550.70

#9 1.87547.6

5.000127.0

2.391.08

#10 2.12554.0

5.500139.7

3.471.57

#11 2.25057.2

6.000152.4

4.021.82

#14 2.87573.0

7.875200.0

9.164.15

#18 3.50088.9

9.125231.8

13.936.32

#20 4.000101.6

9.500241.3

19.869.01

#24 4.750120.6

10.750243.0

31.0114.07

#28 5.500139.7

12.000304.8

46.2020.96

Grade 150 Bar

Nominal Diameter

in(mm)

OD

in(mm)

L

in(mm)

Weight

lbs(kg)

126

1.75044.5

4.250108.0

1.700.77

1 1/432

2.12554.0

5.250133.4

3.111.41

1 3/836

2.37560.3

5.750146.1

4.221.91

1 3/446

3.00076.2

8.500215.9

9.984.53

2 1/457

4.000101.6

9.000228.6

21.459.73

2 1/265

4.250108.0

10.000254.0

23.9610.87

375

5.000127.0

12.000308.0

41.2418.71

Full Load Hex Nuts 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

0.810.37

0.200.09

#9 1.75044.5

2.00050.8

0.56314.3

0.890.40

0.250.11

#10 2.00050.8

2.18755.5

0.62515.9

1.330.60

0.380.17

#11 2.25057.2

2.50063.5

0.68817.5

1.960.89

0.540.24

#14 2.75069.9

3.25082.6

0.93823.8

3.861.75

1.110.50

#18 3.50089.0

3.50089.0

1.00025.4

4.872.21

1.810.82

#20* 4.000101.6

4.500114.3

1.12528.6

9.834.46

2.761.25

#24** 4.750120.6

4.500114.3

1.50038.1

12.985.89

4.331.96

#28** 5.500139.7

6.000152.4

1.56339.7

23.1010.48

6.022.73

*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

0.940.43

0.230.10

1 1/432

2.25057.2

2.50063.5

0.62515.9

2.070.94

0.520.24

1 3/836

2.50063.5

2.75069.9

0.75019.1

2.781.26

0.750.34

1 3/446

3.00076.2

3.50088.9

1.25031.8

4.832.19

1.700.77

2 1/457

4.000101.6

4.250107.95

1.50038.10

11.685.30

4.091.86

2 1/265

4.000101.6

4.750120.7

1.75044.45

10.824.91

3.991.81

3*75

5.000127.0

6.000152.4

2.00050.8

20.629.35

5.112.32

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

L

OD

Full Load Hex Nut Jam Nut

A B A C


Please note: As we continuously improve the design of our products, product details are subject to change. † Contact your sales representative for information on hot dip galvanized and epoxy coated hardware (available upon request).

Cold Rolled Threaded Bar and Accessories†


Hardened Washers

Grade 75 Bar

Bar Designation

A

in(mm)

B

in(mm)

C

in(mm)

Weight

lbs(kg)

#8 2.25057.150

1.18830.175

0.1363.454

0.1100.05

#9 2.50063.500

1.37534.925

0.1363.454

0.1300.06

#10 2.75069.850

1.53138.887

0.1363.454

0.1600.07

#11 3.00076.200

1.62541.275

0.1363.454

0.1900.09

#14 3.75095.250

2.12553.975

0.1784.521

0.3800.17

#18 4.500114.300

2.65767.488

0.2406.096

0.7100.32

#20 5.500139.700

3.15780.188

0.2406.096

1.0900.49

#24 6.000152.400

3.62592.075

0.3759.525

1.9100.87

#28 7.000177.800

4.125104.775

0.3759.525

2.6801.22

Grade 150 Bar

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

Weight

lbs(kg)

126

2.50063.500

1.37534.925

0.1363.454

0.1300.06

1 1/432

2.75069.850

1.53138.887

0.1363.454

0.1600.07

1 3/836

3.25082.550

1.77044.958

0.1784.521

0.3000.13

1 3/446

4.000101.600

2.40761.138

0.2406.096

0.5500.25

2 1/457

4.500114.300

2.65767.488

0.2406.096

0.7100.32

2 1/265

5.500139.700

3.15780.188

0.2406.096

1.0900.49

375

6.000152.400

3.62592.075

0.3759.525

1.9100.87

AB C


Round Beveled Washers

Grade 75 Bar

Bar Designation

A

in(mm)

B

in(mm)

C

in(mm)

D

in(mm)

Bevel

degrees

Weight

lbs(kg)

#8 1.7544.45

1.1328.58

0.4611.68

0.174.32 9.4 0.12

0.05

#9 2.6366.68

1.3831.75

0.9323.62

0.235.84 15 0.69

0.31#10 2.75

69.851.6341.40

0.9724.64

0.235.84 15 0.66

0.30

#11 2.7569.85

1.6341.40

0.9724.64

0.235.84 15 0.66

0.30

#14 4.00101.60

2.1354.10

1.2932.77

0.235.84 15 1.94

0.88

#18 4.60116.84

2.6366.80

1.1829.97

0.379.40 10 2.46

1.12

#20 5.00127.00

3.0076.20

1.3133.27

0.4310.92 10 3.10

1.41

#24 8.00203.20

3.5088.90

1.7544.45

0.4310.92 10 12.58

5.71

#28 8.00203.20

4.00101.60

2.2557.15

0.8421.34 10 16.54

7.50

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

2.6366.68

1.2531.75

0.9323.62

0.235.84 15 0.69

0.31

1 1/432

2.7569.85

1.6341.40

0.9724.64

0.235.84 15 0.66

0.30

1 3/836

3.0978.49

1.7544.45

1.0626.92

0.235.84 15 0.93

0.42

1 3/446

4.00101.60

2.1354.10

1.2932.77

0.235.84 15 1.94

0.88

2 1/457

4.60116.84

2.6366.80

1.1829.97

0.379.40 10 2.46

1.12

2 1/264

5.00127.00

3.0076.20

1.3133.27

0.4310.92 10 3.10

1.41

375

8.00203.20

3.5088.90

1.7544.45

0.4310.92 10 12.58

5.71

Please note: As we continuously improve the design of our products, product details are subject to change. Contact your local Skyline Steel representative for information on additional steel grades.

A C

BEVEL

D

B

Cold Rolled Threaded Bar and Accessories


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)

#8 8203.20

8203.20

3/419.05

13.406.08

#9 8203.20

8203.20

3/419.05

13.356.06

#10 8203.20

8203.20

125.40

17.738.04

#11 10254.00

10254.00

125.40

27.8612.64

#14 10254.00

10254.00

1 1/238.10

41.3718.76

#18 10254.00

10254.00

250.80

54.2124.59

#20 10254.00

10254.00

2 1/263.50

67.0630.42

#24 10254.00

10254.00

2 1/263.50

65.4629.69

#28 12304.80

12304.80

2 3/469.85

104.2647.29

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 1/457

10254.0

10254.0

2 1/263.5

70.8932.16

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

Anchor Nuts†

Grade 150 Anchor Nuts

Diameter

in(mm)

A

inmm

L

inmm

N

inmm

Weight

lbskgs

126

1.75044.5

2.360 59.9

2.4562.2

1.440.65

1 1/432

2.125 54.0

3.12579.5

3.1580.0

3.03 1.37

1 3/836

2.375 60.3

3.37585.9

3.588.9

4.05 1.84

1 3/446

3.000 76.2

4.000101.6

4.2106.7

7.05 3.20

2 1/457

4.250 108.0

5.500139.7

5.6142.2

20.24 9.18

† Consult your sales representative for availability of additional threads and grades.

HDPE Plastic Nut Caps*

Plastic Nut Caps for Grade 75 Bars

Bar Designation

A

in(mm)

B

in(mm)

C

in(mm)

#8 – #11 3.588.9

2.2557.2

6.75171.5

#14 – #28 6.5165.1

4.25108.0

10.25260.4

Plastic Nut Caps for Grade 150 Bars

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

1 – 1 3/826 – 36

3.588.9

2.2557.2

6.75171.5

1 3/4 – 346 – 75

6.5165.1

4.25108.0

10.25260.4

* “O” ring seal in base of cap.

B

A

C

A

L

N

SECTION B

SECTION BB

C

ASECTION A

SECTION A


Please note: As we continuously improve the design of our products, product details are subject to change.



Forged Eye

Bar Designation

A

in(mm)

B

in(mm)

C

in(mm)

D

in(mm)

E

in(mm)

F

in(mm)

#14 6.1155

2.563

2.460

19.9505

8.1207

2.050

#18 6.1155

2.563

2.460

19.9505

8.1207

2.050

#20 7.1180

3.076

3.076

20.5520

9.8248

2.563

#24 7.1180

3.076

3.076

20.5520

9.8248

2.563

#28 9.2230

3.588

3.590

22.2565

12.3312

3.075

Threads on forged eye will be metric. Conversion couplers available (transition) for all Skyline Steel thread forms.

Contact your Skyline Steel sales representative for assistance with connection details.

Transitional Coupler for Forged Eye

Bar Designation

OD

in(mm)

L

in(mm)

X

in(mm)

Y

in(mm)

Weight

lb(kg)

M56 – #14 3.5088.90

9.8248.92

4.00101.6

4.57116.0

18.48.4

M56 – #18 3.5088.90

9.8248.92

4.00101.6

4.57116.0

15.67.1

M72 – #20 4.75120.65

12.0304.80

5.38136.5

5.38136.5

39.217.8

M72 – #24 4.75120.65

12.0304.80

5.38136.5

5.38136.5

34.915.8

M85 – #28 5.50139.70

13.3337.82

6.00152.4

6.00152.4

48.522.0

D

E

F

A

B

C

Threaded Portion

Threaded Portion

All threaded bars can be supplied with a protective smooth-walled PVC tube. While the standard PVC tube is 0.035 inch thick, other options are available upon request.

The following additional corrosion protection options are available for all threaded bars:

Single Corrosion Protection (SCP)

Double Corrosion Protection (DCP)

• Encapsulating: Grease or Grout • Epoxy Coating• Galvanizing• Painting• Plating• Taping

Oversized accessories are provided to accommodate galvanized and coated bars.

Please contact your Skyline Steel Geostructural Solutions Representative for recommendations on the system that will best suit your requirements.


Corrosion Protection


MetricThread Form

X

OD

LY

Skyline SteelThread Form



Hot Rolled Threaded Bar – Grade 75/100 – ASTM A 615

Bar Designation Grade

Nominal Diameter

in(mm)


in2

(mm2)


kips(kN)


kips(kN)

Nominal Weight

lbs/ft(kg/m)


in(mm)

Thread Orientation

Max . Length

ft(m)

#6 75 3/420

0.44284.00

44196

33147

1.52.24

0.8621.8 Left Hand 60

18

#7 75 7/822

0.60387.00

60267

45200

2.043.04

0.9925.1 Left Hand 60

18

#8 75 125

0.79510.00

79351

59.3264

2.673.98

1.1228.4 Left Hand 60

18

#9 75 1-1/828

1.00645.00

100449

75333

3.45.06

1.2632 Left Hand 60

18

#10 75 1-1/432

1.27819.00

127565

95.3423

4.36.41

1.4336.3 Left Hand 60

18

#11 75 1-3/835

1.561006.00

156694

117520

5.317.91

1.6140.9 Left Hand 60

18

#14

75 1-3/445

2.251452.00

2251001

168.8751

7.6511.39

1.8647.2 Right Hand 60

18

100 1-3/445

2.251452.00

2591152

2251001

7.6511.39

1.8647.2 Right Hand 60

18

Hot rolled threaded bars conform (Excluding the requirement of: “legibly rolled surface markings.”) to the requirements of ASTM A 615 Grade 75 ksi (520 Mpa) “Standard Specification for Deformed Carbon Steel Bars for Concrete Reinforcement” † Contact your sales representative for information on hot dip galvanized and epoxy coated bars.



Hot Rolled Threaded Bar and Accessories†



Couplers

Grade 75 – ASTM A 576, A 108

Bar Designation

Nominal Diameter

in(mm)

OD

in(mm)

L

in(mm)

Weight

lbs(kg)

#6 3/420

1.2531.75

3.12579.37

0.620.28

#7 7/822

1.5038.10

3.7595.25

0.930.42

#8 125

1.62541.27

4.00101.60

1.370.62

#9 1-1/828

1.87547.62

5.00127.00

2.311.05

#10 1-1/432

2.0050.80

5.75146.05

2.771.26

#11 1-3/835

2.2557.15

6.40162.56

3.791.72

#14 1-3/445

2.8873.15

7.85192.53

5.492.49

Hex Nuts (Full Load and Jam Nuts)

Grade 75 – ASTM A 576, A 108

Bar Designation

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

Weight

lbs(kg)

Full Jam

#6 3/420

1.12528.57

1.4536.83

0.8722.10

0.260.12

0.160.07

#7 7/822

1.37534.92

1.7544.45

0.8722.10

0.430.20

0.210.10

#8 125

1.5038.10

1.8446.74

0.8722.10

0.560.25

0.260.12

#9 1-1/828

1.7544.45

2.2557.15

0.8722.10

0.970.43

0.370.17

#10 1-1/432

2.0050.80

2.5063.50

1.0025.40

1.430.65

0.560.25

#11 1-3/835

2.2557.15

2.7569.85

1.0025.40

1.520.69

0.530.24

#14 1-3/445

2.5063.50

3.6091.44

1.0025.40

3.021.37

0.820.37

OD L

Jam NutHex Nut

A AB C

Hardened Washers

Grade 75 – ASTM F 436

Bar Designation

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

Weight

lbs(kg)

#6 3/420

1.7544.45

0.93823.83

.1363.45

0.070.03

#7 7/822

2.0050.80

1.06327.00

.1363.45

0.090.04

#8 125

2.2557.15

1.18830.18

.1363.45

0.110.05

#9 1-1/828

2.5063.50

1.37534.92

.1363.45

0.130.06

#10 1-1/432

2.7569.85

1.53138.89

.1363.45

0.160.07

#11 1-3/835

3.0076.20

1.62541.27

.1363.45

0.190.09

#14 1-3/445

3.2582.55

1.7744.96

.1784.52

0.300.14

AB C

Beveled Washers

Grade 75 – F 436, A536 80-55-06

Bar Designation

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

D

in(mm)

Bevel

degreesWeight

lbs(kg)

#6 3/420

1.7544.45

.9524.13

.7819.81

.328.13 15 .32

0.15

#7 7/822

1.7544.45

1.1428.96

.7819.81

.328.13 15 .37

0.17

#8 125

1.7544.45

1.1428.96

.7819.81

.235.84 15 .37

0.17

#9 1-1/828

2.6366.80

1.3831.75

.9323.62

.235.84 15 .64

0.29

#10 1-1/432

2.7569.85

1.6341.40

.9724.64

.235.84 15 .66

0.30

#11 1-3/835

3.0978.49

1.7544.45

1.0626.92

.235.84 15 .93

0.45

#14 1-3/445

4.0010.16

2.1354.10

1.2932.77

.235.84 15 1.94

0.88

D

CA

A

BB

A


Hot Rolled Threaded Bar and Accessories



Upset Forged ThreadsNormal End Threads

Tie Bars without Articulation

Bar

Thread Diameter

Shaft Diameter

Thread ShaftRecommended Design CapacityTensile

Stress AreaYield

CapacityUltimate Capacity

Gross Area

Yield Capacity

Ultimate Capacity

DT Dg As Thy Thu Ag Shy Shu ASD* LRFD*

inmm

inmm

in2

mm2kipskN

kipskN

in2

mm2kipskN

kipskN

kipskN

kipskN

M 85/64 3.385

2.5264

7.674,948

5562,474

7343,266

4.993,217

3621,608

4772,123

217963

3441,528

M 90/68 3.590

2.6868

8.675,591

6282,795

8303,690

5.633,632

4081,816

5392,397

2441,087

3881,725

M 95/72 3.795

2.8372

9.726,273

7053,137

9314,140

6.314,072

4582,036

6042,687

2741,219

4351,934

M 100/76 3.9100

2.9976

10.846,995

7863,497

1,0384,616

7.034,536

5102,268

6732,994

3051,358

4842,155

M 105/80 4.1105

3.1580

12.027,755

8723,878

1,1515,119

7.795,027

5652,513

7463,318

3381,505

5372,388

M 110/85 4.3110

3.3585

13.268,556

9624,278

1,2695,647

8.805,675

6382,837

8423,745

3811,694

6062,695

M 115/90 4.5115

3.5490

14.569,395

1,0564,697

1,3946,201

9.866,362

7153,181

9444,199

4181,860

6692,976

M 120/90 4.7120

3.5490

15.9210,274

1,1555,137

1,5246,781

9.866,362

7153,181

9444,199

4281,905

6793,022

M 125/95 4.9125

3.7495

17.3511,191

1,2585,596

1,6617,386

10.997,088

7973,544

1,0524,678

4772,122

7573,367

M 130/100 5.1130

3.94100

18.8312,149

1,3666,074

1,8038,018

12.177,854

8833,927

1,1655,184

5292,351

8393,731

M 135/105 5.3135

4.13105

20.3713,145

1,4786,573

1,9508,676

13.428,659

9734,330

1,2855,715

5832,593

9254,113

M 140/110 5.5140

4.33110

21.9814,181

1,5947,090

2,1049,359

14.739,503

1,0684,752

1,4106,272

6312,808

1,0104,492

M 145/110 5.7145

4.33110

23.6515,256

1,7157,628

2,26410,069

14.739,503

1,0684,752

1,4106,272

6402,845

1,0154,514

M 150/115 5.9150

4.53115

25.3716,370

1,8408,185

2,42910,804

16.1010,387

1,1685,193

1,5416,855

6993,110

1,1094,934

M 155/120 6.1155

4.72120

27.1617,524

1,9708,762

2,60011,566

17.5311,310

1,2715,655

1,6787,464

7613,386

1,2085,372

M 160/125 6.3160

4.92125

29.0118,716

2,1049,358

2,77712,353

19.0212,272

1,3796,136

1,8218,099

8263,674

1,3105,829

M 165/130 6.5165

5.12130

30.9219,948

2,2429,974

2,96013,166

20.5713,273

1,4926,637

1,9698,760

8883,950

1,4176,305

The recommended design capacities are based on AISC/ASD and AASHTO/LRFD design methodologies for steel structures and retaining walls. Additional reduction factors from EN1993-5 are applied to the tie rods based on their ability to articulate.



Forged Eye Forged Spherical End Threaded and Spherical Nut

Tie Bars with Articulation

Bar

Thread Diameter

Shaft Diameter

Thread ShaftRecommended Design CapacityTensile

Stress AreaYield

CapacityUltimate Capacity

Gross Area

Yield Capacity

Ultimate Capacity

DT Dg As Thy Thu Ag Shy Shu ASD* LRFD*

inmm

inmm

in2

mm2kipskN

kipskN

in2

mm2kipskN

kipskN

kipskN

kipskN

M 85/76 3.385

2.9976

7.674,948

5562,474

7343,266

7.034,536

5102,268

6732,994

3051,358

4842,155

M 90/80 3.590

3.1580

8.675,591

6282,795

8303,690

7.795,027

5652,513

7463,318

3381,505

5372,388

M 95/85 3.795

3.3585

9.726,273

7053,137

9314,140

8.805,675

6382,837

8423,745

3821,699

6062,695

M 100/90 3.9100

3.5490

10.846,995

7863,497

1,0384,616

9.866,362

7153,181

9444,199

4281,905

6793,022

M 105/95 4.1105

3.7495

12.027,755

8723,878

1,1515,119

10.997,088

7973,544

1,0524,678

4772,122

7573,367

M 110/100 4.3110

3.94100

13.268,556

9624,278

1,2695,647

12.177,854

8833,927

1,1655,184

5292,351

8393,731

M 115/105 4.5115

4.13105

14.569,395

1,0564,697

1,3946,201

13.428,659

9734,330

1,2855,715

5832,593

9254,113

M 120/110 4.7120

4.33110

15.9210,274

1,1555,137

1,5246,781

14.739,503

1,0684,752

1,4106,272

6402,845

1,0154,514

M 125/115 4.9125

4.53115

17.3511,191

1,2585,596

1,6617,386

16.1010,387

1,1685,193

1,5416,855

6993,110

1,1094,934

M 130/120 5.1130

4.72120

18.8312,149

1,3666,074

1,8038,018

17.5311,310

1,2715,655

1,6787,464

7613,386

1,2085,372

M 135/125 5.3135

4.92125

20.3713,145

1,4786,573

1,9508,676

19.0212,272

1,3796,136

1,8218,099

8263,674

1,3105,829

M 140/130 5.5140

5.12130

21.9814,181

1,5947,090

2,1049,359

20.5713,273

1,4926,637

1,9698,760

8933,974

1,4176,305

M 145/135 5.7145

5.31135

23.6515,256

1,7157,628

2,26410,069

22.1914,314

1,6097,157

2,1249,447

9634,286

1,5286,799

M 150/140 5.9150

5.51140

25.3716,370

1,8408,185

2,42910,804

23.8615,394

1,7307,697

2,28410,160

1,0364,609

1,6447,312

M 155/145 6.1155

5.71145

27.1617,524

1,9708,762

2,60011,566

25.6016,513

1,8568,256

2,45010,899

1,1114,944

1,7637,844

M 160/150 6.3160

5.91150

29.0118,716

2,1049,358

2,77712,353

27.3917,671

1,9868,836

2,62211,663

1,1895,291

1,8878,394

M 165/155 6.5165

6.10155

30.9219,948

2,2429,974

2,96013,166

29.2518,869

2,1219,435

2,80012,454

1,2705,649

2,0158,963

The recommended design capacities are based on AISC/ASD and AASHTO/LRFD design methodologies for steel structures and retaining walls. Additional reduction factors from EN1993-5 are applied to the tie rods based on their ability to articulate.


Hollow Bar Systems

“R” Threaded Hollow Bar

Bar Designation

Nominal Outer Diameter

in(mm)

Average Inner Diameter

in(mm)

Effective Outer Diameter

in(mm)

Cross Sectional Area

in2

(mm2)

Ultimate Load

kips(kN)

Yield Load

kips(kN)


in(mm)

Nominal Weight

lbs/ft(kg/m)

R32S 1.26 32

0.63 16

1.15 29.1

0.76 488

81 360

62 275

1.38 35

2.700 4.00

R38Nx19mm ID 1.50 38

0.75 19

1.41 35.7

1.11 717

112 498

86 382

1.62 41

3.415 5.08

R51N 2.01 51

1.30 33

1.88 47.8

1.46 939

177 787

141 627

2.13 54

5.700 8.50

“T” Threaded Hollow Bar Systems

Bar Designation


in(mm)


in(mm)


in2

(mm2)

Ultimate Load

kips(kN)

Yield Load

kips(kN)


in(mm)

Nominal Weight

lbs/ft(kg/m)

T30/11 1.18 30

0.43 11

0.64 413

72.0 320

58.5 260

1.30 33

2.2 3.3

T40/20 1.57 40

0.79 20

1.13 726

121.4 540

95.6 425

1.70 43.2

3.8 5.6

T40/16 1.57 40

0.63 16

1.40 903

148.4 660

118.1 525

1.70 43.2

4.8 7.2

T52/26 2.0552

1.0326

1.941251

208.0925

170.0756

2.2055.9

6.79.9

T76N 3.00 76

2.0051

3.35 2161

319.0 1418

252.0 1120

3.20 81.3

10.2 15.2

T76S 3.00 76

1.77 45

4.03 2600

418.0 1859

330.0 1467

3.20 81.3

13.2 19.7

T103/78 4.06 103

3.00 78

4.87 3142

510.5 2270

404.8 1800

4.20 106.7

17.0 25.3

T103/51 4.06 103

2.00 51

8.80 5677

823.0 3660

600.4 2670

4.20 106.7

30.0 44.6






Commercial Grade Hollow Bar & Accessories


Couplers

“T” Threaded Hollow Bar Couplers

Bar Designation

OD

in(mm)

L

in(mm)

Weight

lbs(kg)

T30/11 1.538

4.2105

1.00.45

T40/20 2.153

5.5140

2.61.18

T40/16 2.153

5.5140

2.61.18

T52/26 2.768.5

6.25160

5.22.36

T76N 3.897

8.0200

10.24.54

T76S 3.897

8.7220

14.46.53

T103 5.2132

11.5292

30.513.8

“R” Threaded Hollow Bar Couplers

Bar Designation

OD

in(mm)

L

in(mm)

Weight

lbs(kg)

R32S 1.743

7.5190

2.00.91

R38Nx19mm 2.564

8.7220

3.81.72

R51N 2.564

8.0200

4.21.91

Centralizers

Hollow Bar Centralizers

SizeOD

in(mm)

L

in(mm)

Weight

lbs(kg)

T30

2.7570

1.4035

0.50.21

3.4088

1.4035

0.60.27

T40 3.4088

1.5040

0.80.37

T52 4.40112

1.4035

1.00.41

T76 5.00130

1.7545

2.00.89

T103 6.40165

3.2080

6.52.94

Hex Nuts

“T” Threaded Hollow Bar Hex Nuts

Bar Designation

A

in(mm)

B

in(mm)

Weight

lbs(kg)

T30/11 1.846.0

1.436.0

1.00.45

T40/20 2.564.0

2.050.0

2.71.22

T40/16 2.564.0

2.050.0

2.61.18

T52/26 3.281

2.563.5

5.12.31

T76N 4.0102.0

3.180.0

6.22.81

T76S 4.0102.0

3.180.0

6.22.81

T103 5.25133.0

5.125130

13.05.90

“R” Threaded Hollow Bar Hex Nuts

Bar Designation

A

in(mm)

B

in(mm)

Weight

lbs(kg)

R32S 1.846.0

3.065.0

2.00.91

R38Nx19mm 2.051.0

2.060.0

1.30.59

R51N 3.076.0

3.070.0

3.51.59

Size LOD

Jam NutHex Nut

A AB C

Hollow Bar Systems


Commercial Grade Hollow Bar & Accessories


Hollow Bar Systems

“T” Threaded Hollow Bar Systems*

Bar Designation


in(mm)


in(mm)


in2

(mm2)

Minimum Ultimate Load

kips(kN)

Minimum Yield Load

kips(kN)


in(mm)

Nominal Weight

lbs/ft(kg/m)

T40/16 1.5740

0.6316

1.36879

148660

118525

1.62541.3

4.97.3

T40/20 1.57 40

0.79 20

1.13 726

127565

95.6 425

1.7043.2

4.46.5

T52/26 2.0552

1.0326

2.071337

2271009

179796

2.12554.0

6.810.1

T76/51 3.00 76

2.0151

3.20 2065

319 1418

252 1120

3.000 76.2

11.1 16.5

T76/45 3.00 76

1.77 45

3.90 2516

418 1859

330 1467

3.000 76.2

13.2 19.7



Couplers

“T” Threaded Hollow Bar Couplers*

Bar Designation

OD

in(mm)

L

in(mm)

Weight

lbs(kg)

HBC PL 40 2.50063.5

5.50139.7

5.102.31

HBC PL 52 3.12579.375

6.00152.4

11.395.17

HBC PL 760 3.7595.25

7.875200.03

34.8115.79

Anchor Hex Nuts

“T” Threaded Hollow Bar Anchor Hex Nuts*

Bar Designation

A

in(mm)

L

in(mm)

Weight

lbs(kg)

HBHN 40 2.5063.5

2.050.8

5.872.66

HBHN 52 3.3585.09

3.076.2

10.044.55

HBHN 760 4.00101.6

3.178.7

23.8110.80

LOD

A A

L

Domestic Hollow Bar & Accessories

* Meets “Buy America” requirements.


Hollow Bar Systems

Carbide Cross, Steel Cross Cut , and Button Bits

Bar SizesSize

in(mm)

Weight

lbs/unit(kg/unit)

T30 2.050.8

1.00.45

2.563.5

2.00.91

3.076.2

2.91.32

T40 2.563.5

2.00.91

3.076.2

2.91.32

3.588.9

3.51.59

4.0101.6

5.52.49

4.5114.3

7.03.18

5.0127.0

10.54.76

6.0152.4

13.05.90

T52 4.5114.3

7.03.18

5.0127.0

10.54.76

6.0152.4

13.05.90

T76 5.0127.0

10.54.76

6.0152.4

13.05.90

7.0177.8

14.56.58

8.0203.2

16.07.26

R32 2.050.8

1.00.45

2.563.5

2.00.91

3.076.2

2.91.32

R38 3.076.2

2.91.32

3.588.9

3.51.59

R51 4.0101.6

5.52.49

4.5114.3

7.03.18

5.0127.0

10.54.76

6.0152.4

13.05.90

All bits subject to availability. Call for stock quantities. Specialty bits available upon request.

Drill Bit Adaptors

AdaptorsWeight

lbs/unit(kg/unit)

R32 x R38 0.200.09

R38 x R51 0.300.13

T30 x T40 0.300.13

Call for job specific quotes. Price depends on quantities.

Hollow Bar Bits


Micropile


Saver-subs available to fit all sizes of casingFemale and male casing cut and bundled to specifications

Micropile casing installed with fully threaded 75 ksi bar reinforcement

External Surface Area

Total Area of Shaft


Micropile 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

5.500139.700

0.41510.541

4.670118.618

22.5633.57

6.6342.77

23.76153.28

0.120.011

1.440.44

21.57897.80

7.84128.47

6.625168.275

0.43210.973

5.761146.329

28.6042.56

8.4054.23

34.47222.40

0.180.017

1.730.53

40.491685.31

12.22200.25

7.000177.800

0.40810.363

6.184157.073

28.7542.79

8.4554.51

38.48248.29

0.210.019

1.830.56

46.071917.56

13.16215.65

7.000177.800

0.45311.506

6.094154.787

31.7047.18

9.3260.11

38.48248.29

0.200.019

1.830.56

50.162087.80

14.33234.83

7.000177.800

0.50012.700

6.000152.400

34.7451.70

10.2165.87

38.48248.29

0.200.018

1.830.56

54.242257.62

15.50254.00

7.625193.675

0.43010.922

6.765171.831

33.0749.21

9.7262.71

45.66294.60

0.250.023

2.000.61

63.122627.23

16.56271.31

7.625193.675

0.50012.700

6.625168.275

38.0856.67

11.1972.21

45.66294.60

0.240.022

2.000.61

71.372970.62

18.72306.76

8.625219.075

0.50012.700

7.625193.675

43.4364.63

12.7682.34

58.43376.94

0.320.029

2.260.69

105.724400.36

24.51401.65

8.625219.075

0.56214.275

7.501190.525

48.4472.09

14.2491.84

58.43376.94

0.310.029

2.260.69

116.254838.65

26.96441.79

9.625244.475

0.47211.989

8.681220.497

46.1868.73

13.5787.56

72.76469.42

0.410.038

2.520.77

142.515931.67

29.61485.22

9.625244.475

0.54513.843

8.535216.789

52.9078.73

15.55100.30

72.76469.42

0.400.037

2.520.77

160.806692.95

33.41547.49

10.750273.050

0.50012.700

9.750247.650

54.7981.54

16.10103.87

90.76585.56

0.520.048

2.810.86

211.958821.95

39.43646.14

10.75273.050

0.54513.843

9.660245.364

59.4688.49

17.47112.73

90.76585.56

0.510.047

2.810.86

228.109494.16

42.44695.46

10.75273.050

0.59515.113

9.560242.824

64.5996.12

18.98122.47

90.76585.56

0.500.046

2.810.86

245.5310219.65

45.68748.56

11.875301.624

0.58214.783

10.711272.059

70.26104.56

20.65133.21

110.75714.53

0.630.058

3.110.95

330.0413737.19

55.59910.95

12.75323.849

0.50012.700

11.750298.449

65.4897.45

19.24124.14

127.68823.71

0.750.070

3.341.02

361.5415048.31

56.71929.31

13.375339.724

0.48012.192

12.415315.340

66.1798.47

19.45125.45

140.50906.45

0.840.078

3.501.07

404.7316846.00

60.52991.74

13.375339.724

0.51413.056

12.347313.613

70.67105.17

20.77133.98

140.50906.45

0.830.077

3.501.07

430.0717900.72

64.311053.85

Contact your Skyline Steel representative for additional diameters, lengths, and starter details.

Threaded Casing for Micropile

Prime 80 ksi micropile now available . Please inquire about available sizes .


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



Multi-Strand Anchor Systems


Multi-Strand Anchors - ASTM A416

No . of 0 .6” Strands

Nominal Cross Section Area

(Aps)

in²mm²

Ultimate Strength

(Fpu x Aps)

kipskN

Maximum Jacking Load

(0 .8 x Fpu x Aps)

kipskN

Maximum Design Load

(0 .6 x Fpu x Aps)

kipskN

Maximum Lockoff Load

(0 .5 x Fpu x Aps)

kipskN

Nominal Steel Weight (Bare Strand)

lbs/ftkg/m

1 0.217140

58.6261

46.9209

35.2156

29.3130

0.741.10

2 0.434280

117.2521

93.8417

70.3313

58.6261

1.482.20

3 0.651420

175.8782

140.6626

105.5469

87.9391

2.223.31

4 0.868560

234.41043

187.5834

140.6626

117.2521

2.964.41

5 1.085700

293.01303

234.41043

175.8782

146.5652

3.705.51

6 1.302840

351.61564

281.31251

211.0938

175.8782

4.446.61

7 1.519980

410.21825

328.21460

246.11095

205.1912

5.187.71

8 1.7361120

468.82085

375.01668

281.31251

234.41043

5.928.82

9 1.9531260

527.42346

421.91877

316.41408

263.71173

6.669.92

10 2.1701400

586.02607

468.82085

351.61564

293.01303

7.4011.02

11 2.3871540

644.62867

515.72294

386.81720

322.31434

8.1412.12

12 2.6041680

703.23128

562.62503

421.91877

351.61564

8.8813.22

13 2.8211820

761.83389

609.42711

457.12033

380.91694

9.6214.33

14 3.0381960

820.43649

656.32920

492.22190

410.21825

10.3615.43

15 3.2552100

879.03910

703.23128

527.42346

439.51955

11.1016.53

16 3.4722240

937.64171

750.13337

562.62503

468.82085

11.8417.63

17 3.6892380

996.24432

797.03545

597.72659

498.12216

12.5818.73

18 3.9062520

1054.84692

843.83754

632.92815

527.42346

13.3219.84

19 4.1232660

1113.44953

890.73962

668.02972

556.72476

14.0620.94

Aps = Area Prestressing Steel, Fpu = Minimum Ultimate Tensile StrengthStrand Anchors utilize 0.6” (15.2mm) dia. 7-wire, Low Relaxation 270 KSI Steel Strand conforming to ASTM A 416.*Maximum lockoff load shall not exceed (0.7 x Fpu x Aps), maximum jacking load shall not exceed (0.8xFpu x Aps)Now available: Hot Melt Extrusion Coated Strand . Consult your sales representative for information on load distributive or removable strand anchors.


Multi-Strand Anchor Systems

STEEL ANCHORHEADCAP (OPTIONAL)

AØ

GR50 OR A36BEARING PLATE**

A500STEEL TRUMPET PIPE

H

16”

Typ.

AASHTO M252HDPE CORRUGATEDSHEATH

**Skyline Steel can provide a customized bearing plate solution.

Detail of PTI Class I DCP Strand Anchor Head

Anchor Head & Duct Dimensions for DCP Strand Anchors

Max . No of Strands

Corrugated Sheath Trumpet Pipe Anchor Head Anchor Head Cap

OD

inmm

ID

inmm

OD

inmm

ID

inmm

AØ

inmm

H

inmm

OD

inmm

Height

inmm

2-3* 2.3359.18

2.0050.80

4.00101.60

3.54890.12

4.70119.38

1.8045.72

5.56141.29

3.5088.90

4** 3.0076.20

2.5063.50

4.00101.60

3.54890.12

4.70119.38

1.8045.72

5.56141.29

3.5088.90

6* 3.0076.20

2.5063.50

4.00101.60

3.54890.12

5.61142.49

2.2055.88

6.63168.28

4.50114.30

8** 3.6091.44

3.0076.20

4.50114.30

4.026102.26

6.33160.78

2.0652.32

6.63168.28

4.50114.30

12** 4.60116.84

4.00101.60

5.56141.29

5.047128.18

6.50165.10

1.6942.93

8.63219.08

4.50114.30

19** 5.63142.88

5.00127.00

6.63168.28

6.065154.05

8.78223.01

4.00101.60

10.75273.05

6.00152.40

* Based on 1/2” ID PE Grout Tube. ** Based on 3/4” ID PE Grout Tube Note: Consult your Skyline Steel sales representative about additional variations.

02/18 Edition

For technical questions and engineering support, please contact us via our technical hotline at: 1-866-875-9546 or email us at: engineering@skylinesteel .com.

About Skyline SteelA premier steel foundation supplier serving the U.S., Canada, Mexico, the Caribbean, Central America, and Colombia, Skyline Steel is a wholly-owned subsidiary of Nucor Corporation, the largest producer of steel in the United States.

HZ®-M and AMLoCor® are registered trademarks of ArcelorMittal.

www .skylinesteel .com | 888 .450 .4330

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