product manual 0311

Steel Foundation SystemsTechnical Product Manual

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

Unmatched Product RangeAs the premier leader of steel pile systems and solutions, Skyline Steel’s blend of products is unrivaled. From hot and cold rolled sheet pile to H-piles, pipe piles to threaded bar systems, only Skyline Steel offers the product range to meet the design and construction demands of the Americas.

Material AvailabilityWith strategic stocking locations throughout the Americas, Skyline Steel has established a material delivery network that is primed for immediate response. Our facilities offer barge, rail and truck transportation options for cost effective and on-time delivery.

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

Innovative Applications and Engineering ExpertiseSkyline Steel has sales offices throughout the Americas staffed with experienced sales professionals to help meet your material needs. In addition, only Skyline Steel offers exclusive engineering support in project design and construction.

Your True Project Partner

Conversion Table . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

AZ Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

AS Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

PZ/PS Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

SKZ Cold Formed Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11

SCZ Cold Formed Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13

SKL/SKS Cold Formed Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15

Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17

Pipe-Z Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19

HZM Steel Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .27

Steel H-Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .41

Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45

Spiralweld Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .47

Rolled and Welded Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .49

Pile Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .51

Threaded Bar and Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .55

Micropile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .61

Structural Sections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .65

Table of Contents

Technical Hotline: 1-866-875-9546 / [email protected]

Imperial to metric Metric to imperial

Dimensions 1 in = 2.5400 cm 1 cm = 0.3937 in

1 ft = 0.3048 m 1 m = 3.2808 ft

1 in2 = 6.4516 cm2 1 cm2 = 0.1550 in2

1 ft2 = 0.0929 m2 1 m2 = 10.7639 ft2

1 in3 = 16.3870 cm3 1 cm3 = 0.0610 in3

1 ft3 = 0.0283 m3 1 m3 = 35.3149 ft3

1 in2/ft. = 21.166 cm2/m 1 cm2/m = 0.0472 in2/ft

Mass, Force, Pressure 1 lb = 4.4497 N 1 N = 0.2247 lb

1 lb/in = 0.1752 N/mm 1 N/mm = 5.7082 lb/in

1 lb/ft = 14.5989 N/m 1 N/m = 0.0685 lb/ft

1 lb/in2 = 0.6897 N/cm2 1 N/cm2 = 1.4499 lb/in2

1 lb/ft2 = 47.8968 N/m2 1 N/m2 = 0.0209 lb/ft2

1 lb/in3 = 0.2715 N/cm3 1 N/cm3 = 3.6827 lb/in3

1 lb/ft3 = 157.1420 N/m3 1 N/m3 = 0.0064 lb/ft3

1 lb = 0.4536 kg 1 kg = 2.2046 lbs

1 lb/ft = 1.4882 kg/m 1 kg/m = 0.6720 lb/ft

1 lb/ft2 = 4.8824 kg/m2 1 kg/m2 = 0.2048 lb/ft2

1 US Ton = 0.9072 Metric Tons 1 Metric Ton = 1.1023 US Tons

Moment of Inertia 1 in4 = 41.6228 cm4 1 cm4 = 0.0240 in4

1 in4/ft = 136.5582 cm4/m 1 cm4/m = 0.0073 in4/ft

Section Modulus 1 in3 = 16.3870 cm3 1 cm3 = 0.0610 in3

1 in3/ft = 53.7631 cm3/m 1 cm3/m = 0.0186 in3/ft

Moment 1 lb.ft = 1.3563 Nm 1 Nm = 0.7373 lb.ft

1 lb.in/ft = 0.3708 Nm/m 1 Nm/m = 2.6968 lb.in/ft

1 lb.ft/ft = 4.4497 Nm/m 1 Nm/m = 0.2247 lb.ft/ft

Conversion Table

Recycled Content Hot Rolled: 100% Cold Form: 70% Recyclable: 100%

Skyline Steel supplies a wide variety of sheet pile from leading manufacturers. The company is supported by ArcelorMittal, its parent and an undisputed leader in sheet pile research and manufacturing. ArcelorMittal manufactures the hot-rolled AZ, AS, and HZM product lines in Luxembourg. Skyline Steel’s robust infrastructure also includes its own cold form sheet pile mill in Belpre, Ohio, and Nucor-Yamato (Nucor), a long-time strategic partner specializing in the fabrication of hot-rolled PZ and PS products in Armorel, Arkansas.

Hot Rolled and Cold Formed Sheet Pile

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

Applications of Sheet Pile

Around the world, sheet piles are utilized for various applications. Z-pile, named after its shape, is commonly used for cofferdams, levee strengthening, retaining structures, breakwaters, and bulkheads. In addition to these traditional applications, steel sheet piles are also used for bridge abutments, environmental barrier walls, underground parking garages, and depressed roads and railways. Sheet piles can also serve as permanent structural members in all of the applications listed above.

Sheet pile designs are based on the bending properties, section modulus, and moment of inertia. Durability and drivability of each section is also taken into consideration.

Flat sheet piles (straight web sheets) are used in the construction of cellular structures. Cellular cofferdams are utilized to dewater large areas during the construction of locks and dams and are also employed as permanent walls when loads are exceptionally high or there is little or no soil for embedment. Since the cells are gravity structures, large embedment is generally not necessary. The tension is resisted by the interlock. Unlike Z-pile or combination walls, interlock strength is the main design consideration for cellular cofferdams. The weight of the cell and the resistance of the flat sheet interlocks provide the stability of the structure.

Steel Sheet Pile Steel Sheet Pile

Handling Holes

Handling holes are standard for all sheet pile sections. They are

located in the centerline of each section.

Y = 9” (228.6 mm)Ø = 2”-5” (50.8 mm - 127.0 mm)

Technical Hotline: 1-866-875-9546 / [email protected] 5

SECTION

Width (w)

in(mm)

Height(h)

in(mm)

THICKNESS

Cross Sectional

Area

in2/ft(cm2/m)

WEIGHT SECTION MODULUS

Moment of Inertia

in4/ft(cm4/m)

COATING AREA

Flange(tf)

in(mm)

Web(tw)

in(mm)

Pile

lb/ft(kg/m)

Wall

lb/ft2

(kg/m2)

Elastic

in3/ft(cm3/m)

Plastic

in3/ft(cm3/m)

Both Sides

ft2/ft of single(m2/m)

Wall Surface

ft2/ft2

(m2/m2)

AZ 12-700R 27.56700

12.36314.0

0.3358.50

0.3358.50

5.81123.0

45.4967.70

19.8096.70

22.41205

26.321415

137.818880

5.641.72

1.221.22

AZ 13-700R 27.56700

12.40315.0

0.3759.50

0.3759.50

6.37135.0

49.7374.00

21.65105.70

24.31305

28.641540

149.920540

5.641.72

1.221.22

AZ 14-700R 27.56700

12.44316.0

0.41310.50

0.41310.50

6.89146.0

53.9680.30

23.49114.70

26.11405

30.971665

162.022190

5.641.72

1.221.22

AZ 12-770 30.31770

13.52343.5

0.3358.50

0.3358.50

5.67120.1

48.7872.60

19.3194.30

23.21245

27.51480

156.921430

6.101.86

1.201.20

AZ 13-770 30.31770

13.54344.0

0.3549.00

0.3549.00

5.94125.8

51.1476.10

20.2498.80

24.21300

28.81546

163.722360

6.101.86

1.201.20

AZ 14-770 30.31770

13.56344.5

0.3759.50

0.3759.50

6.21131.5

53.4279.50

21.14103.20

25.21355

30.01611

170.623300

6.101.86

1.201.20

AZ 17 24.80630

14.92379.0

0.3358.50

0.3358.50

6.53138.3

45.9668.40

22.24108.60

31.01665

36.21944

231.331580

5.641.72

1.351.35

AZ 18 24.80630

14.96380.0

0.3759.50

0.3759.50

7.11150.4

49.9974.40

24.19118.10

33.51800

39.12104

250.434200

5.641.72

1.351.35

AZ 19 24.80630

15.00381.0

0.41310.50

0.41310.50

7.74163.8

54.4381.00

26.34128.60

36.11940

42.32275

270.836980

5.641.72

1.351.35

AZ 17-700 27.56700

16.52419.5

0.3358.50

0.3358.50

6.28133.0

49.1273.10

21.38104.40

32.21730

37.72027

265.336230

6.101.86

1.331.33

AZ 18-700 27.56700

16.54420.0

0.3549.00

0.3549.00

6.58139.2

51.4176.50

22.39109.30

33.51800

39.42116

276.837800

6.101.86

1.331.33

AZ 19-700 27.56700

16.56420.5

0.3759.50

0.3759.50

6.88145.6

53.7680.00

23.41114.30

34.81870

41.02206

288.439380

6.101.86

1.331.33

AZ 25 24.80630

16.77426.0

0.47212.00

0.44111.20

8.74185.0

61.4991.50

29.74145.20

45.72455

53.42873

382.652250

5.911.80

1.411.41

AZ 26 24.80630

16.81427.0

0.51213.00

0.48012.20

9.35198.0

65.7297.80

31.79155.20

48.42600

56.93059

406.555510

5.911.80

1.411.41

AZ 28 24.80630

16.85428.0

0.55114.00

0.52013.20

9.97211.1

70.15104.40

33.94165.70

51.22755

60.53252

431.658940

5.911.80

1.411.41

AZ 24-700 27.56700

18.07459.0

0.44111.20

0.44111.20

8.23174.1

64.3095.70

28.00136.70

45.22430

53.52867

408.855820

6.331.93

1.381.38

AZ 26-700 27.56700

18.11460.0

0.48012.20

0.48012.20

8.84187.2

69.12102.90

30.10146.90

48.42600

57.13070

437.359720

6.331.93

1.381.38

AZ 28-700 27.56700

18.15461.0

0.52013.20

0.52013.20

9.46200.2

73.93110.00

32.19157.20

51.32760

60.93273

465.963620

6.331.93

1.381.38

AZ 36-700N 27.56700

19.65499.0

0.59115.00

0.44111.20

10.20216.0

79.70118.60

34.61169.00

66.83590

76.54110

656.289610

6.762.06

1.461.47

AZ 38-700N 27.56700

19.69500.0

0.63016.00

0.48012.20

10.87230.0

84.94126.40

37.07181.00

70.63795

81.14360

694.594840

6.762.06

1.461.47

AZ 40-700N 27.56700

19.72501.0

0.66917.00

0.52013.20

11.53244.0

90.18134.20

39.32192.00

74.33995

85.74605

732.9100080

6.762.06

1.461.46

AZ 46 22.83580

18.94481.0

0.70918.00

0.55114.00

13.76291.2

89.10132.60

46.82228.60

85.54595

98.55295

808.8110450

6.231.90

1.631.63

AZ 48 22.83580

18.98482.0

0.74819.00

0.59115.00

14.48306.5

93.81139.60

49.28240.60

89.34800

103.35553

847.1115670

6.231.90

1.631.63

AZ 50 22.83580

19.02483.0

0.78720.00

0.63016.00

15.22322.2

98.58146.70

51.80252.9

93.35015

108.25816

886.5121060

6.231.90

1.631.63

AZAZ Hot Rolled Steel Sheet Pile


Available Steel Grades

AMERICAN CANADIAN EUROPEAN

ASTMYIELD STRENGTH

CSA G40.21YIELD STRENGTH

EN 10248YIELD STRENGTH

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

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

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



A 572 Grade 60 60 415 S 390 GP 57 390

A 572 Grade 65 65 450 S 430 GP 62 430

A 690 50 345 S 460 AP 67 460

A 690* 57 390

*Not available for AZ 36-700N and larger.

Corner Piles

Delivery Conditions & Tolerances

ASTM A 6 EN 10248

Mass ± 2.5% ± 5%

Length + 5 inches – 0 inches ± 200 mm

Height ± 7 mm

Thickness ≤ 8.5 mm ± 0.5 mm

> 8.5 mm ± 6%

Width ± 2%

Double Pile Width ± 3%

Straightness 0.2% of the length

Ends out of Square 2% of the width

Maximum Rolled Lengths*

AZ 101.7 feet (31.0 m)

C 9 59.1 feet (18.0 m)

C 14 59.1 feet (18.0 m)

Delta 13 59.1 feet (18.0 m)

Omega 18 52.0 feet (16.0 m)

* Longer lengths may be possible upon request.

AZAZ Hot Rolled Steel Sheet Pile

C 14Grade: S 355 GPWeight: 9.68 lb/ft

(14.4 kg/m)

Omega 18Grade: S 430 GPWeight: 12.10 lb/ft

(18.0 kg/m)

C 9Grade: S 355 GPWeight: 6.25 lb/ft

(9.3 kg/m)

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

(13.0 kg/m)

SKACAZ sheet to Cold Formed sheet

Grade: A 572 Grade 50Weight: 9.67 lb/ft

(14.4 kg/m)

SKAPAZ sheet to PZ sheet


(13.3 kg/m)

2.50"(63.5 mm)

SKAC

1.61"(40.9 mm)

SKAP

Transitional Piles


SECTION

Width* (w)

in(mm)

Web (tw)

in(mm)

Maximum Interlock Strength

k/in(kN/m)

Minimum Rotation**

(α)

Degrees(Degrees)

Cross Sectional

Area

in2/ft(cm2/m)

WEIGHT Elastic Section Modulus

in3/sheet(cm3/sheet)

Moment of Inertia


COATING AREA

Pile

lb/ft(kg/m)

Wall

lb/ft2

(kg/m2)

Both Sides


Wall Surface

ft2/ft2 of wall(m2/m2)

AS 5009.5

19.69500

0.3759.5

17.13000

4.54.5

7.71163.2

43.0164.0

26.22128

2.337

4.1170

3.771.15

1.151.15

AS 500 11.0

19.69500

0.43311.0

20.03500

4.54.5

8.50180.0

47.4670.6

28.88141

3.049

4.5186

3.771.15

1.151.15

AS 500 12.0

19.69500

0.47212.0

28.55000

4.54.5

8.94189.2

49.9374.3

30.52149

3.151

4.7196

3.771.15

1.151.15

AS 500 12.5

19.69500

0.49212.5

31.45500

4.54.5

9.19194.5

51.2776.3

31.34153

3.151

4.8201

3.771.15

1.151.15

AS 500 12.7

19.69500

0.50012.7

31.45500

4.54.5

9.28196.4

51.8177.1

31.54154

3.252

4.9204

3.771.15

1.151.15

* Use 503 mm for template construction and layout drawings. ** Guaranteed rotation decreases to 4.0 degrees for piles over 65.6 feet (20.0 m) in length.

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

ASAS Hot Rolled Steel Sheet Pile


ASAS Hot Rolled Steel Sheet Pile



ASTMYIELD STRENGTH




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




A 572 Grade 60 60 415 S 390 GP 57 390

A 572 Grade 65 65 450 S 430 GP 62 430

A 690 50 345

A 690 57 390

Junction Piles


ASTM A 6 EN 10248

Mass ± 2.5% ± 5%


Height ± 5 mm

Thickness ± 6%

Width ± 2%




AS 101.7 feet (31.0 m)



SECTION

Width (w)

in(mm)

Height (h)

in(mm)

THICKNESSCross

Sectional Area

in2/ft(cm2/m)


Moment of Inertia

in4/ft(cm4/m)

COATING AREA

Flange(tf)

in(mm)

Wall (tw)

in(mm)

Pile

lb/ft(kg/m)

Wall

lb/ft2

(kg/m2)

Elastic

in3/ft(cm3/m)

Plastic

in3/ft(cm3/m)

Both Sides


Wall Surface

ft2/ft2 of wall

(m2/m2)

PZ 22 22.0559

9.0229

0.3759.50

0.3759.50

6.47136.9

40.360.0

22.0107.4

18.1973

21.791171.4

84.3811500

4.481.37

1.221.22

PZ 27 18.0457

12.0305

0.3759.50

0.3759.50

7.94168.1

40.560.3

27.0131.8

30.21620

36.491961.9

184.2025200

4.481.37

1.491.49

PZ 35 22.6575

14.9378

0.60015.21

0.50012.67

10.29217.8

66.098.2

35.0170.9

48.52608

57.173073.5

361.2249300

5.371.64

1.421.42

PZ 40 19.7500

16.1409

0.60015.21

0.50012.67

11.77249.1

65.697.6

40.0195.3

60.73263

71.923866.7

490.8567000

5.371.64

1.641.64

PZ/PSPZ/PS Hot Rolled Steel Sheet Pile

SECTION

Width (w)

in(mm)

Web (tw)

in(mm)

Maximum Interlock Strength

k/in(kN/m)

Minimum Cell

Diameter*

ft(m)

Cross Sectional

Area

in2/ft(cm2/m)

WEIGHT Elastic Section Modulus


Moment of Inertia


COATING AREA

Pile

lb/ft(kg/m)

Wall

lb/ft2

(kg/m2)

Both Sides


Wall Surface

ft2/ft2 of wall(m2/m2)

PS 27.5 19.69500

0.410.2

244800

309.14

8.09171.2

45.167.1

27.5134.3

3.354

5.3221

3.651.11

1.111.11

PS 31 19.69500

0.512.7

244800

309.14

9.12193.0

50.975.7

31.0151.4

3.354

5.3221

3.651.11

1.111.11

* Minimum cell diameter cannot be guaranteed for piles over 65 feet (19.81 m) in length, or if piles are spliced. 58 Piles are needed to make a 30 foot diameter cell.


PZ/PSPZ/PS Hot Rolled Steel Sheet Pile


PZ PS

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH INTERLOCK STRENGTH

(ksi) (MPa) (ksi) (MPa) (k/in) (kN/m)

A 328 39 270 A 328 39 270 16 2800

A 572 Grade 50 50 345 A 572 Grade 50 50 345 20 3500

A 572 Grade 60 60 415 A 572 Grade 60 60 415 24 4200

A 572 Grade 65 65 450 A 572 Grade 65 65 450 24 4200

A 588 50 345 A 588 50 345 20 3500

A 690 50 345 A 690 50 345 20 3500

Corner and Junction Piles


ASTM A 6

Mass ± 2.5%

Length + 5 inches – 0 inches


PZ 85 feet for singles, 70 feet for pairs (25.9 m, 21.3 m)

PS 65 feet (19.8 m)


4"(101.6 mm)

4"(101.6 mm)

1.46"(37.1 mm)

9.84"(250.0 mm)

9.84"(250.0 mm)

9.84"(250.0 mm)

9.84"(250.0 mm)

10.16"(258.0 mm)

5.91"(150.0 mm)

120º Y Pile

SKPT SKPF SKPM

for H-Piles for H-Piles

SKP90

30º Y Pile

Female or Male Corner

FC - MC -

90º T Pile

T Pile

30º - 45º90º

120º

α

α α

α

1.24"(31.5 mm)

SKP45

135º2.05"

(52.1 mm)

0.70"(17.8 mm) 90º 90º

Length of T andAngle Varies

1.23"(31.2 mm)

1.76"(52.1 mm)

for Sheet Piles

0.96"(24.4 mm)

for Pipe Piles

Pipe Pile

0.96" (24.4 mm)

0.96" (24.4 mm) 1.26" (32.0 mm)HP or WF HP or WF

for Sheet Piles

1.26"(32.0 mm)

for Pipe Piles

Pipe Pile

1.26" (32.0 mm)

1.61"(40.9 mm)

SKAP

2.19"(55.6 mm)

SKPC

Transitional Piles

SKAPAZ sheet to PZ sheet


(13.3 kg/m)


(13.3 kg/m)


(13.5 kg/m)


(16.8 kg/m)


(9.1 kg/m)


(7.4 kg/m)

SKPCPZ sheet to Cold Formed sheet


(15.4 kg/m)


SECTION

Width (w)

in(mm)

Height (h)

in(mm)

Thickness (t)

in(mm)

Cross Sectional

Area

in2/ft(cm2/m)


Moment of Inertia

in4/ft(cm4/m)

COATING AREA

Pile

lb/ft(kg/m)

Wall

lb/ft2

(kg/m2)

Elastic

in3/ft(cm3/m)

Plastic

in3/ft(cm3/m)

Both Sides

ft2/ft(m2/m)

Coating Area

ft2/ft2

(m2/m2)

SKZ 20 28.50723.9

16.00406.4

0.3158.0

6.00136.20

48.2471.79

20.3199.17

31.691704

36.661970.97

253.5134618

7.602.32

1.601.60

SKZ 22 28.50723.9

16.00406.4

0.3358.5

6.30145.40

51.3076.34

21.60105.46

33.431797

38.942093.55

267.4036515

7.602.32

1.601.60

SKZ 23 28.50723.9

16.00406.4

0.3549.0

6.70162.50

54.2080.66

22.82111.42

35.611915

41.122210.75

284.9038905

7.602.32

1.601.60

SKZ 24 28.50723.9

16.00406.4

0.3759.5

7.10179.50

57.4385.47

24.18118.06

37.732028

43.522339.78

301.8041213

7.602.32

1.601.60

SKZ 25 28.50723.9

16.00406.4

0.39910.1

7.60188.00

61.1090.93

25.73125.61

40.142158

46.242486.02

321.1243851

7.602.32

1.601.60

SKZ 31 28.50723.9

18.00457.2

0.45011.4

9.07192.04

73.82109.85

31.08151.75

51.562772

60.513253.29

464.0563369

8.062.46

1.701.70

SKZ 33 28.50723.9

18.00457.2

0.47512.1

9.40198.97

77.64115.54

32.69159.61

54.892951

63.573417.68

494.0367462

8.062.46

1.701.70

SKZ 34 28.50723.9

18.00457.2

0.50012.7

9.89209.25

81.42121.17

34.28167.38

57.623098

66.863594.60

518.6270821

8.062.46

1.701.70

SKZ 36 28.50723.9

18.00457.2

0.53513.6

10.78228.10

86.81129.19

36.55178.46

60.713264

71.583848.17

546.4374619

8.062.46

1.701.70

SKZ 38 28.50723.9

18.00457.2

0.55014.0

11.07234.42

88.95132.37

37.45182.85

62.323350

73.523952.44

560.8576588

8.062.46

1.701.70

SKZSKZ Cold Formed Steel Sheet Pile


SKZSKZ Cold Formed Steel Sheet Pile


Maximum Rolled Lengths†

SKZ 70 feet (21.3 m)

† Longer lengths may be possible upon request.


ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

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

A 572 Grade 50 50 345 A 572 Grade 65 (Mod)** 80 555

A 572 Grade 55 55 380 A 588 50 345

A 572 Grade 60 60 415 A 690 50 345

A 572 Grade 65* 65 450

*Not available for thicknesses ≥ 0.375” (9.525mm). **Not available for thicknesses > 0.276” (7.0mm).

Corner Piles

2.50"(63.5 mm)

SKAC

2.19"(55.6 mm)

SKPC

0.97"(24.6 mm)

3.04"(77.2 mm) 90º

Transitional Piles

ASTM A6 EN 10249-2

Mass ± 2.5% ± 7%


Straightness

Bending (S) 0.25% of the length

Curving (C) 0.25% of the length

Twisting (V) 2% of the length

SKZ 20- SKZ 38A = 5.0 inches (127.0 mm)B =23.5 inches (596.9 mm)

B2 Corner Pile B3 Corner Pile SKC45 SKC90


Grade: A 572 Grade 50Weight: 10.32 lb/ft (15.4 kg/m)




(17.8 kg/m)


(19.9 kg/m)


SECTION

Width (w)

in(mm)

Height (h)

in(mm)

Thickness (t)

in(mm)

Cross Sectional

Area

in2/ft(cm2/m)


Moment of Inertia

in4/ft(cm4/m)

COATING AREA

Pile

lb/ft(kg/m)

Wall

lb/ft2

(kg/m2)

Elastic

in3/ft(cm3/m)

Plastic

in3/ft(cm3/m)

Both Sides

ft2/ft(m2/m)

Coating Area

ft2/ft2

(m2/m2)

SCZ 14 28.50723.9

10.00254.0

0.2506.4

4.1888.48

33.8150.31

14.2369.50

14.36772

16.32877.4

71.829808

6.101.86

1.281.28

SCZ 16 28.50723.9

10.00254.0

0.2767.0

4.6297.79

37.3755.61

15.7376.82

15.75847

17.97965.9

78.7310751

6.101.86

1.281.28

SCZ 17 29.95760.8

10.13257.3

0.3158.0

5.16109.22

43.8665.27

17.5785.79

16.86906

19.571051.9

88.7712122

6.321.93

1.271.27

SCZ 18 29.95760.8

10.13257.3

0.3358.5

5.49116.21

46.6769.45

18.7091.28

17.86960

20.851121.0

90.4812356

6.321.93

1.271.27

SCZ 19 29.95760.8

10.13257.3

0.3549.0

5.80122.77

49.3073.37

19.7596.43

18.741008

22.061186.0

94.9212962

6.321.93

1.271.27

SCZ 21 29.95760.8

10.13257.3

0.3759.5

6.14129.96

52.1977.67

20.91102.10

19.851067

23.261250.5

100.5513731

6.321.93

1.271.27

SCZ 22 24.02610.0

13.39340.0

0.3158.0

6.43136.20

43.8165.19

21.89106.90

29.761600

33.751814.8

199.1927200

5.911.80

1.481.48

SCZ 23 24.02610.0

13.39340.0

0.3358.5

6.87145.40

46.8469.70

23.35114.00

31.621700

36.081939.9

223.6328900

5.911.80

1.481.48

SCZ 25 24.02610.0

13.39340.0

0.3549.0

7.27153.95

49.6073.80

24.78121.00

33.481800

38.132050.2

224.0830600

5.911.80

1.481.48

SCZ 26 24.02610.0

13.39340.0

0.3759.5

7.68162.50

52.2877.80

26.22128.00

35.341900

40.282165.8

236.5332300

5.911.80

1.481.48

SCZ 29 24.02610.0

13.39340.0

0.41310.5

8.48179.50

57.9286.20

28.88141.00

39.062100

44.492392.2

261.4335700

5.911.80

1.481.48

SCZ 30 24.02610.0

13.39340.0

0.43311.0

8.88188.00

60.6890.30

30.31148.00

40.922200

46.562503.2

273.8837400

5.911.80

1.481.48

SCZSCZ Cold Formed Steel Sheet Pile


SCZSCZ Cold Formed Steel Sheet Pile



SCZ 70 feet (21.3 m)



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH



A 572 Grade 55 55 380 A 588 50 345

A 572 Grade 60 60 415 A 690 50 345

A 572 Grade 65* 65 450


Corner Piles

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



ASTM A6 EN 10249-2

Mass ± 2.5% ± 7%


Straightness




2.50"(63.5 mm)

SKAC

2.19"(55.6 mm)

SKPC

0.97"(24.6 mm)

3.04"(77.2 mm) 90º

Transitional PilesB2 Corner Pile B3 Corner Pile SKC45 SKC90






(17.8 kg/m)


(19.9 kg/m)


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/SKSSKL/SKS Cold Formed Steel Sheet Pile

Corner Piles

Standard Rolled Lengths†

SKL, SKS 70 feet (21.3 m)


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

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


ASTMYIELD STRENGTH

ASTMYIELD STRENGTH



A 572 Grade 55 55 380 A 588 50 345

A 572 Grade 60 60 415 A 690 50 345

A 572 Grade 65* 65 450


D1 Corner Piles D3 Corner Piles


ASTM A6 EN 10249-2

Mass ± 2.5% ± 7%


Straightness




2.50"(63.5 mm)

SKAC

2.19"(55.6 mm)

SKPC

0.97"(24.6 mm)

3.04"(77.2 mm) 90º

Transitional PilesSKC45 SKC90






(17.8 kg/m)


(19.9 kg/m)

Combination Wall SystemsCom

bination Wall

Systems

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

Applications of Combined Wall Systems

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


Pipe-ZPipe-Z Combined Wall Systems

Pipe AZ System

Combination

Sample*

Sheet Pile Section

PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING

Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m

WEIGHT (Sheet Pile Length/Pipe Length)

Cross Sectional

Area

in2/ftcm2/m

Both Sides of

Wall

ft2/ftm2/m

100%

lb/ft2

kg/m2

80%

lb/ft2

kg/m2

60%

lb/ft2

kg/m2

PAZ24/AZ14-770 AZ14-770 24609.6

0.2506.4

63.4794.5

87.132213.10

36349530

23.51263.4

25.2122.9

21.9106.9

18.690.8

7.39156.4

18.55.6

PAZ24/AZ19-700 AZ19-700 24609.6

0.3759.5

94.71140.9

81.622073.10

60882959

38.72080.6

31.6154.1

28.0136.9

24.5119.7

9.28196.4

18.55.6

PAZ24/AZ26-700 AZ26-700 24609.6

0.50012.7

125.61186.9

81.622073.10

868118464

54.02903.2

40.6198.4

36.2176.8

31.8155.1

11.94252.7

18.95.8

PAZ24/AZ38-700N AZ38-700N 24609.6

0.62515.9

156.17232.4

81.622073.10

1221166738

74.13983.8

49.8243.0

44.4216.8

39.1190.7

14.62309.5

20.16.1

PAZ30/AZ14-770 AZ14-770 30762.0

0.3127.9

99.02147.4

93.132365.50

59781457

33.31790.3

28.1137.4

25.1122.4

22.0107.3

8.45178.9

20.16.1

PAZ30/AZ19-700 AZ19-700 30762.0

0.3759.5

118.76176.7

87.622225.50

836114217

45.62451.6

32.7159.7

29.4143.6

26.1127.6

9.61203.4

20.16.1

PAZ30/AZ26-700 AZ26-700 30762.0

0.50012.7

157.68234.7

87.622225.50

1169159596

62.73370.9

42.2206.3

38.1186.1

34.0165.9

12.41262.7

20.56.3

PAZ30/AZ38-700N AZ38-700N 30762.0

0.62515.9

196.26292.1

87.622225.50

1589216991

83.64494.6

51.9253.2

46.9228.8

41.9204.4

15.20321.7

21.66.6

PAZ36/AZ14-770 AZ14-770 36914.4

0.3759.5

142.81212.5

99.132517.90

989135070

48.52607.5

31.7154.9

28.8140.8

26.0126.7

9.32197.3

21.66.6

PAZ36/AZ19-700 AZ19-700 36914.4

0.43811.1

166.32247.5

93.622377.90

1299177403

62.53360.2

36.7179.2

33.6164.2

30.5149.2

10.78228.2

21.66.6

PAZ36/AZ26-700 AZ26-700 36914.4

0.50012.7

189.75282.4

93.622377.90

1588216868

74.54005.4

43.7213.1

39.8194.2

35.9175.4

12.82271.4

22.16.7

PAZ36/AZ38-700N AZ38-700N 36914.4

0.75019.1

282.62420.6

93.622377.90

2386325828

112.26032.2

59.6291.0

54.9268.2

50.3245.4

17.50370.4

23.27.1

PAZ42/AZ14-770 AZ14-770 421066.8

0.43811.1

194.38289.3

105.132670.30

1589217005

69.13715.0

35.8174.8

33.1161.5

30.4148.2

10.51222.5

23.27.1

PAZ42/AZ19-700 AZ19-700 421066.8

0.50012.7

221.82330.1

99.622530.30

1993272215

85.44593.0

41.2201.0

38.3186.9

35.4172.8

12.10256.1

23.27.1

PAZ42/AZ26-700 AZ26-700 421066.8

0.62515.9

276.44411.4

99.622530.30

2555348961

108.15811.8

51.5251.3

47.8233.5

44.2215.8

15.12320.0

23.77.2

PAZ42/AZ38-700N AZ38-700N 421066.8

0.75019.1

330.72492.2

99.622530.30

3195436303

133.47172.0

61.8301.8

57.4280.3

53.0258.9

18.16384.4

24.87.6

* Additional combinations are available upon request.

Pipe AZ System

Pipe Piles as King Piles with AZ Sheet Piles

threading into C 9 Connectors



Pipe AZ System

Combination

Sample*

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


Cross Sectional

Area

in2/ftcm2/m

Both Sides of

Wall

ft2/ftm2/m

100%

lb/ft2

kg/m2

80%

lb/ft2

kg/m2

60%

lb/ft2

kg/m2

PAZ48/AZ19-700 AZ19-700 481219.2

0.50012.7

253.89377.8

105.622682.70

2682366235

102.65516.1

42.5207.4

39.8194.1

37.0180.8

12.48264.2

24.87.6

PAZ48/AZ26-700 AZ26-700 481219.2

0.62515.9

316.52471.0

105.622682.70

3409465486

129.16940.8

53.1259.2

49.7242.5

46.2225.8

15.60330.2

25.27.7

PAZ48/AZ38-700N AZ38-700N 481219.2

0.75019.1

378.83563.8

105.622682.70

4200573544

157.68473.1

63.8311.3

59.6291.1

55.5270.8

18.72396.2

26.38.0

PAZ54/AZ19-700 AZ19-700 541371.6

0.56314.3

321.33478.2

111.622835.10

3908533601

135.67290.3

47.4231.7

44.9219.1

42.3206.5

13.95295.3

26.38.0

PAZ54/AZ26-700 AZ26-700 541371.6

0.62515.9

356.61530.7

111.622835.10

4439606154

152.08172.0

54.6266.3

51.3250.5

48.1234.7

16.03339.3

26.88.2

PAZ54/AZ38-700N AZ38-700N 541371.6

0.75019.1

426.93635.3

111.622835.10

5433741920

184.39908.5

65.5319.8

61.6300.7

57.7281.5

19.25407.5

27.98.5

PAZ60/AZ19-700 AZ19-700 601524.0

0.62515.9

396.70590.4

117.622987.50

5517753432

171.99241.9

52.7257.4

50.3245.4

47.8233.5

15.50328.1

27.98.5

PAZ60/AZ26-700 AZ26-700 601524.0

0.75019.1

475.04706.9

117.622987.50

6670910802

236.512715.0

63.9311.7

60.8296.7

57.7281.7

18.76397.1

28.48.6

PAZ60/AZ38-700N AZ38-700N 601524.0

0.81320.6

514.08765.0

117.622987.50

73821008072

229.212319.8

71.1346.9

67.3328.8

63.6310.6

20.87441.7

29.59.0

PAZ66/AZ19-700 AZ19-700 661676.4

0.68817.5

480.01714.3

123.623139.90

75691033622

220.511854.8

58.2284.4

55.9273.0

53.6261.6

17.12362.4

29.59.0

PAZ66/AZ26-700 AZ26-700 661676.4

0.75019.1

523.14778.5

123.623139.90

83461139687

240.712940.8

65.4319.4

62.5305.1

59.6290.8

19.22406.8

29.99.1

PAZ66/AZ38-700N AZ38-700N 661676.4

0.81320.6

566.19842.6

123.623139.90

91881254696

262.114092.9

72.7354.8

69.1337.5

65.6320.2

21.36452.1

31.19.5

PAZ72/AZ19-700 AZ19-700 721828.8

0.75019.1

571.25850.1

129.623292.30

101221382242

272.414645.1

64.0312.5

61.8301.6

59.6290.8

18.81398.1

31.19.5

PAZ72/AZ26-700 AZ26-700 721828.8

0.81320.6

618.31920.1

129.623292.30

110481508654

294.915854.8

71.2347.6

68.4334.0

65.6320.4

20.91442.6

31.59.6

PAZ72/AZ38-700N AZ38-700N 721828.8

1.00025.4

758.991129.5

129.623292.30

136111858693

361.819451.5

87.2425.5

83.8409.0

80.4392.5

25.60541.9

32.69.9

PAZ78/AZ26-700 AZ26-700 781981.2

0.87522.2

721.411073.6

135.623444.70

143281956549

355.619118.2

77.2376.8

74.5363.8

71.8350.7

22.67479.8

33.110.1

PAZ78/AZ38-700N AZ38-700N 781981.2

1.00025.4

823.131225.0

135.623444.70

164402245043

405.821817.1

89.0434.4

85.7418.6

82.5402.9

26.10552.4

34.210.4

PAZ84/AZ26-700 AZ26-700 842133.6

0.87522.2

777.531157.1

141.623597.10

170892333670

395.521261.2

78.7384.1

76.1371.6

73.6359.1

23.12489.4

34.710.6

PAZ84/AZ38-700N AZ38-700N 842133.6

1.00025.4

887.271320.4

141.623597.10

195832674218

451.024247.2

90.6442.5

87.5427.4

84.5412.3

26.60563.0

35.810.9


Pipe AZ System



Pipe PZ System

Pipe PZ System

Combination

Sample*

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


Cross Sectional

Area

in2/ftcm2/m

Both Sides of

Wall

ft2/ftm2/m

100%

lb/ft2

kg/m2

80%

lb/ft2

kg/m2

60%

lb/ft2

kg/m2

PPZ24/PZ22 PZ22 24609.6

0.2506.4

63.4794.5

70.221783.59

30241241

21.71166.7

26.5129.5

23.4114.2

20.298.9

7.88166.8

15.24.6

PPZ24/PZ27 PZ27 24609.6

0.50012.7

125.61186.9

62.221580.39

67692313

48.62612.9

42.0205.0

38.4187.6

34.9170.3

12.43263.1

15.24.6

PPZ24/PZ35 PZ35 24609.6

0.62515.9

156.17232.4

71.501815.99

916125087

61.53306.4

50.2245.2

45.4221.8

40.6198.3

14.77312.6

17.05.2

PPZ24/PZ40 PZ40 24609.6

0.75019.1

186.41277.4

65.591665.99

1195163187

80.44322.6

60.2293.7

54.9268.3

49.7242.8

17.75375.7

17.05.2

PPZ30/PZ22 PZ22 30762.0

0.3759.5

118.76176.7

76.221935.99

791108018

48.32596.8

33.1161.8

30.2147.7

27.4133.6

9.81207.6

16.85.1

PPZ30/PZ27 PZ27 30762.0

0.50012.7

157.68234.7

68.221732.79

1060144752

63.63419.3

43.9214.5

40.7198.7

37.5182.9

12.99275.0

16.85.1

PPZ30/PZ35 PZ35 30762.0

0.62515.9

196.26292.1

77.501968.39

1335182305

76.14091.4

52.5256.6

48.1234.9

43.7213.3

15.45327.0

18.65.7

PPZ30/PZ40 PZ40 30762.0

0.75019.1

234.51349.0

71.591818.39

1727235836

98.75306.4

63.2308.4

58.4285.1

53.6261.8

18.64394.5

18.65.7

PPZ36/PZ22 PZ22 36914.4

0.3759.5

142.81212.5

82.222088.39

1045142703

54.32919.3

34.2167.1

31.5154.0

28.9141.0

10.12214.2

18.45.6

PPZ36/PZ27 PZ27 36914.4

0.50012.7

189.75282.4

74.221885.19

1583216172

81.34370.9

45.6222.5

42.6207.9

39.6193.4

13.46284.9

18.45.6

PPZ36/PZ35 PZ35 36914.4

0.62515.9

236.35351.7

83.502120.79

1916261645

94.55080.6

54.5266.2

50.4246.2

46.3226.1

16.03339.3

20.26.1

PPZ36/PZ40 PZ40 36914.4

0.75019.1

282.62420.6

77.591970.79

2461336070

121.76543.0

65.7320.9

61.3299.4

56.9277.9

19.38410.2

20.26.1

PPZ42/PZ22 PZ22 421066.8

0.3759.5

166.86248.3

88.222240.79

1515206886

68.43677.4

35.2171.7

32.7159.5

30.2147.4

10.40220.1

20.06.1

PPZ42/PZ27 PZ27 421066.8

0.50012.7

221.82330.1

80.222037.59

2253307666

100.95424.7

47.0229.3

44.2215.8

41.4202.4

13.87293.6

20.06.1

PPZ42/PZ35 PZ35 421066.8

0.62515.9

276.44411.4

89.502273.19

2670364610

115.86225.8

56.3274.6

52.4255.9

48.6237.2

16.54350.1

21.76.6

PPZ42/PZ40 PZ40 421066.8

0.75019.1

330.72492.2

83.592123.19

3409465527

148.37973.1

67.9331.6

63.8311.6

59.7291.7

20.02423.8

21.76.6


Pipe Piles as King Piles with PZ Sheet Piles

threading into SKPF/SKPM Connectors



Pipe PZ System

Combination

Sample*

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


Cross Sectional

Area

in2/ftcm2/m

Both Sides of

Wall

ft2/ftm2/m

100%

lb/ft2

kg/m2

80%

lb/ft2

kg/m2

60%

lb/ft2

kg/m2

PPZ48/PZ22 PZ22 481219.2

0.50012.7

253.89377.8

94.222393.19

2749375398

110.65946.2

44.0214.9

41.7203.5

39.3192.1

17.76375.9

21.56.6

PPZ48/PZ27 PZ27 481219.2

0.56314.3

285.25424.5

86.222189.99

3429468258

136.67344.0

52.5256.4

50.0243.9

47.4231.4

14.19300.4

21.56.6

PPZ48/PZ35 PZ35 481219.2

0.62515.9

316.52471.0

95.502425.59

3602491882

139.27483.8

57.8282.0

54.2264.4

50.6246.9

13.99296.1

23.37.1

PPZ48/PZ40 PZ40 481219.2

0.75019.1

378.83563.8

89.592275.59

4567623661

177.59543.0

69.8340.9

66.0322.2

62.2303.6

18.10383.1

23.37.1

PPZ54/PZ22 PZ22 541371.6

0.56314.3

321.33478.2

100.222545.59

4102560162

148.07956.9

49.5241.4

47.3230.7

45.1220.0

18.39389.3

23.17.0

PPZ54/PZ27 PZ27 541371.6

0.62515.9

356.61530.7

92.222342.39

4997682381

178.99618.2

58.4285.1

56.0273.4

53.6261.7

15.85335.5

23.17.0

PPZ54/PZ35 PZ35 541371.6

0.75019.1

426.93635.3

101.502577.99

5573761039

195.510510.7

67.4329.0

64.0312.5

60.6296.0

15.64331.0

24.97.6

PPZ54/PZ40 PZ40 541371.6

0.87522.2

496.92739.5

95.592427.99

6872938428

241.312973.0

80.3391.8

76.7374.4

73.1356.9

21.03445.1

24.97.6

PPZ60/PZ27 PZ27 601524.0

0.62515.9

396.70590.4

98.222494.79

6410875338

207.811172.0

59.7291.6

57.5280.6

55.2269.6

23.00486.8

24.77.5

PPZ60/PZ35 PZ35 601524.0

0.75019.1

475.04706.9

107.502730.39

7140975025

227.412225.7

69.0336.9

65.8321.3

62.6305.7

16.08340.4

26.48.1

PPZ60/PZ40 PZ40 601524.0

1.00025.4

630.71938.6

101.592580.39

99171354247

317.617075.2

91.3445.9

88.0429.4

84.6413.0

21.47454.4

26.48.1

PPZ66/PZ27 PZ27 661676.4

0.68817.5

480.01714.3

104.222647.19

87881200073

260.614010.7

65.9321.6

63.8311.3

61.6300.9

26.21554.8

26.28.0

PPZ66/PZ35 PZ35 661676.4

0.87522.2

609.16906.5

113.502882.79

103271410236

302.516263.4

79.5388.3

76.5373.6

73.5358.8

17.82377.2

28.08.5

PPZ66/PZ40 PZ40 661676.4

1.00025.4

694.851034.1

107.592732.79

124001693321

363.319532.2

93.4455.9

90.2440.4

87.0424.9

24.67522.2

28.08.5

PPZ72/PZ27 PZ27 721828.8

0.75019.1

571.25850.1

110.222799.59

117211600598

320.017204.2

72.2352.6

70.2342.8

68.2333.0

26.84568.1

27.88.5

PPZ72/PZ35 PZ35 721828.8

0.87522.2

665.29990.1

119.503035.19

126951733606

342.518413.9

81.2396.3

78.3382.3

75.4368.3

19.62415.3

29.69.0

PPZ72/PZ40 PZ40 721828.8

1.00025.4

758.991129.5

113.592885.19

152022075957

410.322059.0

95.2464.9

92.2450.2

89.2435.5

25.10531.3

29.69.0

PPZ78/PZ35 PZ35 781981.2

0.81320.6

670.42997.7

125.503187.59

142971952372

356.919188.1

77.8379.8

75.1366.4

72.3353.1

25.36536.8

31.29.5

PPZ78/PZ40 PZ40 781981.2

1.00025.4

823.131225.0

119.593037.59

183282502838

458.424645.0

96.9473.0

94.0459.1

91.2445.1

23.99507.8

31.29.5

PPZ84/PZ35 PZ35 842133.6

0.87522.2

777.531157.1

131.503339.99

182612493689

423.622774.1

84.0410.2

81.4397.4

78.8384.7

25.93548.9

32.710.0

PPZ84/PZ40 PZ40 842133.6

1.00025.4

887.271320.4

125.593189.99

217782973964

507.527284.8

98.4480.3

95.7467.1

92.9453.8

25.81546.3

32.710.0


Pipe PZ System



Pipe Piles as King Piles with SKZ Sheet Piles

threading into SKCW Connectors

Pipe SKZ System

Pipe SKZ System

Combination

Sample*

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


Cross Sectional

Area

in2/ftcm2/m

Both Sides of

Wall

ft2/ftm2/m

100%

lb/ft2

kg/m2

80%

lb/ft2

kg/m2

60%

lb/ft2

kg/m2

PSKZ24/SKZ20 SKZ20 24609.6

0.2506.4

63.4794.5

84.282140.82

45261724

28.31521.5

24.9121.4

21.7106.0

18.590.5

7.34155.4

21.56.5

PSKZ24/SKZ22 SKZ22 24609.6

0.3358.5

84.75126.1

84.282140.82

53973605

34.41849.5

28.8140.5

25.4124.1

22.1107.8

8.48179.5

21.56.5

PSKZ24/SKZ24 SKZ24 24609.6

0.3759.5

94.71140.9

84.282140.82

60081903

38.22055.9

31.9155.9

28.2137.9

24.6119.9

9.42199.4

21.56.5

PSKZ24/SKZ25 SKZ25 24609.6

0.43811.1

110.20164.0

84.282140.82

66891185

42.92308.1

35.2171.8

31.3152.7

27.4133.7

10.38219.7

21.56.5

PSKZ24/SKZ31 SKZ31 24609.6

0.50012.7

125.61186.9

85.352167.80

852116382

53.82891.4

41.6203.1

36.8179.8

32.0156.4

12.23258.9

22.46.8

PSKZ24/SKZ34 SKZ34 24609.6

0.62515.9

156.17232.4

85.352167.80

998136348

63.63420.4

48.2235.2

42.9209.6

37.7184.0

14.18300.1

22.46.8

PSKZ24/SKZ38 SKZ38 24609.6

0.75019.1

186.41277.4

85.352167.80

1133154686

72.83916.1

54.7267.0

49.0239.2

43.3211.4

16.09340.6

22.46.8

PSKZ30/SKZ20 SKZ20 30762.0

0.3158.0

99.96148.8

90.282293.22

69695032

38.02044.6

28.1137.0

25.1122.6

22.2108.2

8.27175.0

23.17.0

PSKZ30/SKZ22 SKZ22 30762.0

0.3759.5

118.76176.7

90.282293.22

796108688

43.92358.1

31.4153.2

28.3138.0

25.1122.7

9.25195.8

23.17.0

PSKZ30/SKZ24 SKZ24 30762.0

0.42510.8

134.37200.0

90.282293.22

858117176

47.12530.6

35.1171.3

31.6154.5

28.2137.6

10.03212.3

23.17.0

PSKZ30/SKZ25 SKZ25 30762.0

0.47512.1

149.92223.1

90.282293.22

980133783

54.22916.1

38.1186.1

34.5168.4

30.8150.6

11.23237.7

23.17.0

PSKZ30/SKZ31 SKZ31 30762.0

0.50012.7

157.68234.7

91.352320.20

1140155713

61.73318.3

43.1210.4

38.6188.5

34.1166.7

12.66268.0

24.07.3

PSKZ30/SKZ34 SKZ34 30762.0

0.62515.9

196.26292.1

91.352320.20

1357185352

74.13985.5

50.3245.5

45.4221.6

40.5197.6

14.80313.3

24.07.3

PSKZ30/SKZ38 SKZ38 30762.0

0.75019.1

234.51349.0

91.352320.20

1561213197

86.04622.0

57.4280.4

52.1254.4

46.8228.4

16.89357.5

24.07.3

PSKZ36/SKZ20 SKZ20 36914.4

0.3759.5

142.81212.5

96.282445.62

1093149314

52.72833.3

31.7154.6

28.9141.0

26.1127.5

9.33197.5

24.67.5

PSKZ36/SKZ22 SKZ22 36914.4

0.42510.8

161.63240.5

96.282445.62

1219166438

59.03171.5

34.8169.7

31.8155.5

28.9141.2

10.25217.0

24.67.5

PSKZ36/SKZ24 SKZ24 36914.4

0.47512.1

180.39268.4

96.282445.62

1356185210

65.63527.9

38.6188.6

35.4172.8

32.2157.1

11.38240.9

24.67.5

PSKZ36/SKZ25 SKZ25 36914.4

0.48512.3

184.13274.0

96.282445.62

1394190391

67.23615.0

40.0195.3

36.6178.7

33.2162.0

11.78249.3

24.67.5

PSKZ36/SKZ31 SKZ31 36914.4

0.50012.7

189.75282.4

97.352472.60

1544210879

73.03923.6

44.4216.7

40.2196.2

36.0175.7

13.05276.2

25.57.8

PSKZ36/SKZ34 SKZ34 36914.4

0.62515.9

236.35351.7

97.352472.60

1861254075

88.64763.4

51.0248.9

46.6227.6

42.2206.2

15.34324.7

25.57.8




Pipe SKZ System

Combination

Sample*

Sheet Pile Section


Outside Diameter

inmm

Wall Thickness

inmm

Pipe Weight

lb/ftkg/m

System Width

inmm

System Inertia

in4/ftcm4/m

Section Modulus

in3/ftcm3/m


Cross Sectional

Area

in2/ftcm2/m

Both Sides of

Wall

ft2/ftm2/m

100%

lb/ft2

kg/m2

80%

lb/ft2

kg/m2

60%

lb/ft2

kg/m2

PSKZ36/SKZ38 SKZ38 36914.4

0.75019.1

282.62420.6

97.352472.60

2162295292

103.75577.4

58.7286.5

53.9263.2

49.1239.9

17.59372.3

25.57.8

PSKZ42/SKZ20 SKZ20 421066.8

0.42510.8

188.89281.1

102.282598.02

1665227416

71.43837.6

35.2171.9

32.6159.1

30.0146.4

10.38219.7

26.28.0

PSKZ42/SKZ24 SKZ24 421066.8

0.45011.4

199.88297.4

102.282598.02

1787244080

76.04087.6

38.6188.7

35.6173.9

32.6159.0

11.37240.7

26.28.0

PSKZ42/SKZ25 SKZ25 421066.8

0.47512.1

210.85313.8

102.282598.02

1885257379

80.14308.0

40.8199.2

37.6183.5

34.4167.8

12.02254.4

26.28.0

PSKZ42/SKZ31 SKZ31 421066.8

0.50012.7

221.82330.1

103.352625.00

2074283253

86.84664.0

45.5222.3

41.6203.0

37.6183.7

13.39283.4

27.18.3

PSKZ42/SKZ34 SKZ34 421066.8

0.62515.9

276.44411.4

103.352625.00

2521344229

106.25708.6

52.7257.2

48.6237.1

44.4217.0

15.81334.6

27.18.3

PSKZ42/SKZ38 SKZ38 421066.8

0.75019.1

330.72492.2

103.352625.00

2952403060

125.16725.8

60.9297.1

56.4275.2

51.9253.3

18.21385.4

27.18.3

PSKZ48/SKZ20 SKZ20 481219.2

0.48512.3

246.35366.6

108.282750.42

2517343691

97.05212.9

39.6193.4

37.2181.4

34.7169.4

11.66246.8

27.88.5

PSKZ48/SKZ24 SKZ24 481219.2

0.50012.7

253.89377.8

108.282750.42

2625358488

100.45395.1

42.5207.5

39.6193.5

36.8179.4

12.51264.8

27.88.5

PSKZ48/SKZ25 SKZ25 481219.2

0.55014.0

278.98415.2

108.282750.42

2869391841

109.95907.0

46.1225.0

43.1210.2

40.0195.4

13.58287.4

27.88.5

PSKZ48/SKZ31 SKZ31 481219.2

0.62515.9

316.52471.0

109.352777.40

3305451356

125.56747.8

53.4260.9

49.7242.6

46.0224.4

15.70332.3

28.78.7

PSKZ48/SKZ34 SKZ34 481219.2

0.75019.1

378.83563.8

109.352777.40

3905533242

148.88001.0

62.0302.9

57.9282.9

53.9262.9

18.25386.3

28.78.7

PSKZ48/SKZ38 SKZ38 481219.2

1.00025.4

502.43747.7

109.352777.40

5025686147

193.610406.9

77.4377.8

72.9356.0

68.5334.3

22.74481.3

28.78.7

PSKZ54/SKZ20 SKZ20 541371.6

0.55014.0

314.26467.7

114.282902.82

3709506538

129.56963.4

44.7218.1

42.3206.7

40.0195.3

13.15278.3

29.38.9

PSKZ54/SKZ24 SKZ24 541371.6

0.56514.4

322.74480.3

114.282902.82

3841524512

133.27161.8

47.5231.9

44.8218.6

42.1205.3

13.99296.1

29.38.9

PSKZ54/SKZ25 SKZ25 541371.6

0.57514.6

328.39488.7

114.282902.82

3918534972

135.67290.3

48.9238.5

46.0224.5

43.1210.5

14.39304.6

29.38.9

PSKZ54/SKZ31 SKZ31 541371.6

0.68517.4

390.41581.0

115.352929.80

4670637768

160.98650.0

58.3284.8

54.8267.5

51.2250.2

17.14362.8

30.39.2

PSKZ54/SKZ34 SKZ34 541371.6

0.75019.1

426.93635.3

115.352929.80

5103696841

175.69438.1

63.8311.6

59.9292.6

56.1273.7

18.78397.5

30.39.2

PSKZ54/SKZ38 SKZ38 541371.6

1.00025.4

566.57843.2

115.352929.80

6611902783

229.612342.9

80.0390.7

75.8370.1

71.6349.5

23.53498.1

30.39.2

PSKZ60/SKZ20 SKZ20 601524.0

0.61515.6

390.42581.0

120.283055.22

5285721744

168.49052.1

50.0244.3

47.8233.5

45.6222.7

14.72311.6

30.99.4

PSKZ60/SKZ24 SKZ24 601524.0

0.62515.9

396.70590.4

120.283055.22

5404737953

171.19199.9

52.5256.3

49.9243.7

47.3231.1

15.47327.4

30.99.4

PSKZ60/SKZ25 SKZ25 601524.0

0.67517.1

428.07637.0

120.283055.22

5817794426

184.39909.6

56.4275.2

53.6261.9

50.9248.5

16.61351.6

30.99.4

PSKZ60/SKZ31 SKZ31 601524.0

0.68517.4

434.34646.4

121.353082.20

5964814479

187.110058.5

59.8291.9

56.4275.5

53.1259.1

17.58372.1

31.89.7

PSKZ60/SKZ34 SKZ34 601524.0

0.75019.1

475.04706.9

121.353082.20

6517889891

204.210979.5

65.4319.4

61.7301.4

58.0283.4

19.24407.2

31.89.7

PSKZ60/SKZ38 SKZ38 601524.0

1.00025.4

630.71938.6

121.353082.20

84841158566

268.014408.0

82.4402.3

78.4382.8

74.4363.2

24.23512.9

31.89.7


Pipe SKZ System



SPIRALWELD PIPE

ASTMYIELD STRENGTH

(ksi) (MPa)

A 252 Grade 1 30 205

A 252 Grade 2 35 240

A 252 Grade 3 45 310

A 252 Grade 3 (Mod)* 50-80 345-555

A 588 50 345

A 690 50 345

A 572 50 345

A 709 50 345

A 1011/1018 50 345

Abrasion Resistant Brinell Hardness - 190

*Availability is dependent on pipe diameter and thickness.

C9 CONNECTORS

ASTMYIELD STRENGTH

(ksi) (MPa)

S 355 GP 51 355

A 690 50 345

ROLLED & WELDED PIPE

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


A 36 36 250 A 572 Grade 42 42 290

A 252 Grade 1 30 205 A 572 Grade 50 50 345

A 252 Grade 2 35 240 A 572 Grade 55 55 380

A 252 Grade 3 45 310 A 572 Grade 60 60 415

A 252 Grade 3 (Mod) 50 345 A 572 Grade 65 65 450

A 516 Grade 55 30 205 A 588 50 345

A 516 Grade 60 32 220

A 516 Grade 65 35 240

A 516 Grade 70 38 260

Additional grades available upon request.

SKZ SHEET PILES

ASTMYIELD STRENGTH

(ksi) (MPa)

A 572 Grade 50 50 345

A 572 Grade 55 55 380

A 572 Grade 60 60 415

A 572 Grade 65† 65 450

A 572 Grade 65 (Mod)† † 80 555

A 690 50 345

A 690 50 345


AZ SHEET PILES

ASTMYIELD STRENGTH

(ksi) (MPa)

A 328 39 270

A 572 Grade 42 42 290

A 572 Grade 50 50 345

A 572 Grade 55 55 380

A 572 Grade 60 60 415

A 572 Grade 65 65 450

A 690 50 345

A 690** 57 390

PZ SHEET PILES

ASTMYIELD STRENGTH

(ksi) (MPa)

A 328 39 270

A 572 Grade 50 50 345

A 572 Grade 60 60 415

A 572 Grade 65 65 450

A 588 50 345

A 690 50 345

**Not available for AZ 36-700N and larger. † Not available for thickness ≥ 0.375” (9.525mm). † † Not available for thicknesses > 0.276” (7.0mm).



SPIRALWELD ASTM EN 10248

Pipe Piles ± 1%

Outside Diameter - 5%

Weight/Thickness ± 1 in.

ROLLED & WELDED ASTM EN 10248

Outside Diameter ± 1%

Weight/Thickness Per Specification

Length ± 1 in.

AZ SHEET PILES ASTM EN 10248

Mass ± 2.5% ± 5%

Length + 5 in. – 0 in. ± 200 mm

Height ± 7 mm

Thickness ≤ 8.5 mm > 8.5 mm

± 0.5 mm ± 6%

Width ± 2%




PZ SHEET PILES ASTM A 6

Mass ± 2.5%

Length + 5 in. -0 in.

SKZ SHEET PILES ASTM

Mass ± 2.5%

Length + 5 in. – 0 in.

Interlock Opening ± 0.08 in.


Twisting 0.4% of the width

C9 CONNECTORS ASTM EN 10248

Mass ± 2.5% ± 5%

Length + 5 in. – 0 in. ± 200 mm

Height ± 7 mm

Thickness ≤ 8.5 mm > 8.5 mm

± 0.5 mm ± 6%

Width ± 2%




Spiralweld 130 feet 39.6 m

Rolled & Welded 120 feet 36.6 m

C9 59 feet 18.0 m

SKPF/SKPM Upon request

SKCW Upon request

AZ 102 feet 31.0 m

PZ 85 feet for singles 70 feet for pairs

25.9 m for singles 21.3 m for pairs

SKZ 70 feet 21.3 m

* All sections are readily spliced for longer lengths.




HZMHZM Steel Wall Systems

Fully Interlocking System

Hundreds of Combinations

Backside Connectors for Extra Strength



SECTION

DIMENSIONS

Suitable Connectorh

in

h1

in

w

in

tmax

in

t

in

s

in

r

in

HZ 880M A 32.73 31.63 18.03 1.14 0.74 0.51 0.79 RZDU 16 RH 16HZ 880M B 32.73 31.79 18.11 1.14 0.82 0.59 0.79 RZDU 16 RH 16HZ 880M C 32.73 31.95 18.11 1.14 0.90 0.59 0.79 RZDU 16 RH 16HZ 1080M A 42.33 41.24 17.87 1.14 0.77 0.63 1.38 RZDU 16 RH 16HZ 1080M B 42.33 41.47 17.87 1.14 0.89 0.63 1.38 RZDU 16 RH 16HZ 1080M C 42.33 41.71 17.95 1.14 1.01 0.71 1.38 RZDU 16 RH 16HZ 1080M D 42.33 42.02 17.99 1.21 1.17 0.75 1.38 RZDU 16 RH 16HZ 1180M A 42.34 - 18.03 1.36 1.22 0.79 1.38 RZDU 16 RH 16HZ 1180M B 42.50 - 18.03 1.44 1.30 0.79 1.38 RZDU 16 RH 16HZ 1180M C 42.65 - 18.07 1.52 1.38 0.83 1.38 RZDU 18 RH 20HZ 1180M D 42.81 - 18.11 1.60 1.46 0.87 1.38 RZDU 18 RH 20

SECTION

PROPERTIES PER SOLUTION

Coating AreaDimensionsSectional

Area

in2

Mass

lb/ft

Moment of Inertia Elastic Section Modulus

v

in

v’

in

v’’

in

v’’’

in

u

in

y-y

in4

z-z

in4

y-y*

in3

y-y**

in3

z-z

in3

Waterside

ft2/ft

Landside

ft2/ft

HZ 880M A 15.82 - 16.36 - 9.02 45.82 155.92 8,571.4 960.8 541.9 - 106.5 1.51 9.73HZ 880M B 15.89 - 16.36 - 9.06 50.87 173.13 9,435.8 1,027.5 593.8 - 113.5 1.51 9.74HZ 880M C 15.97 - 16.36 - 9.06 53.11 180.76 10,012.7 1,065.5 627.0 - 117.8 1.51 9.74HZ 1080M A 20.62 - 21.17 - 8.94 58.00 197.39 16,943.9 944.9 821.7 - 105.9 1.49 11.14HZ 1080M B 20.74 - 21.17 - 8.94 61.63 209.72 18,512.5 1,016.5 892.8 - 113.8 1.49 11.14HZ 1080M C 20.85 - 21.17 - 8.98 68.14 231.88 20,396.5 1,080.2 977.9 - 120.2 1.50 11.15HZ 1080M D 21.01 - 21.17 - 9.00 73.41 249.82 22,231.8 1,127.7 1,058.2 - 125.4 1.50 11.15HZ 1180M A 21.17 - 21.17 - 9.02 77.63 264.18 23,617.8 1,152.0 1,115.8 - 127.8 1.50 11.15HZ 1180M B 21.25 - 21.25 - 9.02 80.46 273.83 24,893.7 1,228.9 1,171.7 - 136.4 1.50 11.18HZ 1180M C 21.33 - 21.33 - 9.04 84.98 289.21 26.434.9 1,314.9 1,239.4 - 145.5 1.51 11.21HZ 1180M D 21.41 - 21.41 - 9.06 89.51 304.63 27,991.5 1,401.9 1,307.7 - 154.7 1.53 11.24

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

HZ-M - King Pile

Solution 100



SECTION



Area

in2

Mass

lb/ft


v

in

v’

in

v’’

in

v’’’

in

u

in

y-y

in4

z-z

in4

y-y*

in3

y-y**

in3

z-z

in3

Waterside

ft2/ft

Landside

ft2/ft

HZ 880M A 15.99 15.64 16.54 16.19 9.02 45.32 154.24 8,441.2 928.3 527.9 - 102.8 1.57 9.73HZ 880M B 16.07 15.72 16.54 16.19 9.06 50.33 171.30 9,293.1 991.8 578.5 - 109.5 1.58 9.74HZ 880M C 16.14 15.81 16.53 16.20 9.06 52.58 178.93 9,870.2 1,030.0 611.8 - 113.8 1.58 9.74HZ 1080M A 20.79 20.44 21.34 20.99 8.94 57.52 195.75 16,729.6 913.7 804.6 - 102.2 1.55 11.14HZ 1080M B 20.92 20.55 21.35 20.98 8.94 61.09 207.89 18,273.4 981.9 873.6 - 109.8 1.56 11.14HZ 1080M C 21.02 20.69 21.33 21.00 8.98 67.60 230.05 20,157.5 1,045.1 959.0 - 116.6 1.56 11.15HZ 1080M D 21.17 20.86 21.32 21.01 9.00 72.87 247.99 21,993.0 1,038.9 1,038.9 - 121.4 1.56 11.15HZ 1180M A 21.32 21.02 21.32 21.02 9.02 77.09 262.34 23,377.3 1,116.4 1,096.6 - 123.9 1.57 11.15HZ 1180M B 21.44 21.06 21.44 21.06 9.02 79.75 271.39 24,572.3 1,181.5 1,146.3 - 131.2 1.58 11.18HZ 1180M C 21.51 21.15 21.51 21.15 9.04 84.26 286.77 26,111.3 1,267.3 1,214.1 - 140.4 1.58 11.21HZ 1180M D 21.67 21.14 21.67 21.14 9.06 88.42 300.92 27,494.2 1,329.8 1,269.0 - 146.8 1.60 11.24


SECTION



Area

in2

Mass

lb/ft


v

in

v’

in

v’’

in

v’’’

in

u

in

y-y

in4

z-z

in4

y-y*

in3

y-y**

in3

z-z

in3

Waterside

ft2/ft

Landside

ft2/ft

HZ 880M A 15.82 - 16.36 - 9.02 44.83 152.57 8,313.6 895.9 525.7 - 99.5 1.57 9.79HZ 880M B 15.89 - 16.36 - 9.06 49.80 169.47 9,153.8 956.2 576.1 - 105.6 1.58 9.80HZ 880M C 15.97 - 16.39 - 9.06 52.04 177.01 9,730.8 994.2 609.3 - 109.8 1.58 9.80HZ 1080M A 20.62 - 21.17 - 8.94 57.04 194.10 16,518.6 882.4 801.2 - 98.9 1.55 11.20HZ 1080M B 20.74 - 21.17 - 8.94 60.55 206.06 18,038.5 947.3 869.9 - 105.9 1.56 11.20HZ 1080M C 20.85 - 21.17 - 8.98 67.06 228.22 19,922.3 1,010.3 955.3 - 112.6 1.56 11.21HZ 1080M D 21.01 - 21.17 - 9.00 72.33 246.16 21,757.8 1,057.6 1,035.6 - 117.5 1.56 11.21HZ 1180M A 21.17 - 21.17 - 9.02 76.54 260.49 23,139.9 1,080.9 1,093.2 - 119.9 1.57 11.21HZ 1180M B 21.25 - 21.25 - 9.02 79.03 268.94 24,256.4 1,134.5 1,141.5 - 125.7 1.58 11.25HZ 1180M C 21.33 - 21.33 - 9.04 83.55 284.32 25,793.0 1,220.0 1,209.5 - 134.9 1.58 11.28HZ 1180M D 21.41 - 21.41 - 9.06 87.33 297.20 27,009.1 1,257.7 1,261.7 - 138.8 1.60 11.29


Solution 102

Solution 104


SECTION



Area

in2

Mass

lb/ft


v1

in

v2

in

v3

in

v4

in

u1

in

u2

in

y-y

in4

z-z

in4

y-y*

in3

y-y**

in3

z-z

in3

Waterside

ft2/ft

Landside

ft2/ft

HZ 880M A 14.02 17.61 15.37 - 9.01 11.14 51.70 175.93 9,868.7 1,504.9 560.5 642.0 135.2 2.04 9.90HZ 880M B 14.27 17.51 15.55 - 9.05 11.18 56.71 192.98 10,738.2 1,573.2 613.0 690.8 140.7 2.05 9.91HZ 880M C 14.41 17.53 15.61 - 9.05 11.18 58.95 200.61 11,320.8 1,611.1 645.3 725.3 144.0 2.05 9.90HZ 1080M A 18.72 22.51 20.07 - 8.93 11.06 63.89 217.43 19,207.5 1,480.7 853.1 956.9 133.9 2.02 11.31HZ 1080M B 18.96 22.51 20.19 - 8.93 11.06 67.46 229.58 20,767.9 1,548.9 922.4 1,028.6 140.1 2.03 11.31HZ 1080M C 19.23 22.48 20.35 - 8.97 11.10 73.97 251.74 22,670.7 1,616.9 1,008.7 1,114.3 145.3 2.03 11.32HZ 1080M D 19.50 22.53 20.46 - 8.99 11.12 79.24 269.67 24,519.0 1,666.9 1,088.7 1,198.8 149.8 2.03 11.32HZ 1180M A 19.73 22.61 20.53 - 9.01 11.14 83.46 284.02 25,912.4 1,693.0 1,146.3 1,262.0 151.9 2.04 11.32HZ 1180M B 19.90 22.60 20.62 - 9.01 11.14 86.12 293.07 27,124.2 1,758.1 1,200.3 1,315.4 157.7 2.04 11.33HZ 1180M C 19.90 22.75 20.66 - 9.03 11.16 91.33 310.81 28,917.9 1,897.5 1,271.1 1,399.6 170.0 2.08 11.36HZ 1180M D 20.13 22.68 20.81 - 9.05 11.18 95.49 324.96 30,333.2 1,962.6 1,337.3 1,457.9 175.4 2.10 11.38


SECTION



Area

in2

Mass

lb/ft


v1

in

v2

in

v3

in

v4

in

u1

in

u2

in

y-y

in4

z-z

in4

y-y*

in3

y-y**

in3

z-z

in3

Waterside

ft2/ft

Landside

ft2/ft

HZ 880M A 15.79 15.84 17.14 17.20 9.01 11.14 57.44 195.49 11,485.9 2,013.5 725.0 667.9 180.9 2.04 10.67HZ 880M B 15.87 15.92 17.14 17.19 9.05 11.18 62.41 212.38 12,326.0 2,083.2 774.4 716.7 186.4 2.05 10.68HZ 880M C 15.95 16.00 17.14 17.19 9.05 11.18 64.65 220.02 12,903.21 2,121.3 806.7 750.6 189.8 2.05 10.68HZ 1080M A 20.59 20.65 21.94 22.00 8.93 11.06 69.65 237.02 21,900.5 1,981.6 1,060.6 995.3 179.1 2.02 12.08HZ 1080M B 20.71 20.77 21.94 22.00 8.93 11.06 73.16 248.98 23,420.1 2,046.4 1,128.0 1,064.6 185.2 2.03 12.09HZ 1080M C 20.83 20.88 21.94 22.00 8.97 11.10 79.67 271.14 25,304.3 2,118.5 1,211.9 1,150.3 191.0 2.03 12.09HZ 1080M D 20.99 21.04 21.94 22.00 8.99 11.12 84.94 289.07 27,139.6 2,170.7 1,290.0 1,233.6 195.3 2.03 12.09HZ 1180M A 21.15 21.19 21.95 22.00 9.01 11.14 89.15 303.41 28,521.8 2,198.5 1,345.9 1,296.8 197.4 2.04 12.10HZ 1180M B 21.22 21.27 21.95 22.00 9.01 11.14 91.64 311.86 29,638.2 2,252.1 1,393.5 1,347.4 202.3 2.04 12.10HZ 1180M C 21.49 21.16 22.25 21.92 9.03 11.16 98.44 334.99 32,120.9 2,538.7 1,494.5 1,443.5 227.6 2.08 12.21HZ 1180M D 21.57 21.25 22.25 21.93 9.05 11.18 102.22 347.87 33,337.1 2,582.2 1,546.0 1,498.4 231.0 2.10 12.23


Solution 12

Solution 14


Delivery Form

Delivery Form

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

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





Solution 24

Solution 26

Delivery Form

Delivery Form

Form a

Form a

Form b

Form b





SECTION



Area

in2

Mass

lb/ft


v1

in

v2

in

v3

in

v4

in

u1

in

u2

in

y-y

in4

z-z

in4

y-y*

in3

y-y**

in3

z-z

in3

Waterside

ft2/ft

Landside

ft2/ft

HZ 880M A 14.83 16.80 16.19 18.16 18.30 20.43 102.27 348.05 19,700.5 11,783.3 1,172.9 1,085.0 576.7 3.75 11.68HZ 880M B 15.00 16.79 16.27 18.07 18.38 20.51 112.20 381.85 21,389.7 12,853.1 1,273.9 1,183.9 626.7 3.77 11.70HZ 880M C 15.11 16.83 16.31 18.03 18.38 20.51 116.69 397.12 22,547.0 13,319.7 1,339.5 1,250.4 649.6 3.77 11.69HZ 1080M A 19.58 21.65 20.94 23.01 18.14 20.27 126.68 431.12 38.283.1 13,659.9 1,767.9 1,663.8 674.0 3.73 13.07HZ 1080M B 19.75 21.72 20.99 22.95 18.14 20.27 133.71 455.04 41,329.7 14,385.9 1,903.0 1,800.5 709.7 3.73 13.08HZ 1080M C 19.96 21.75 21.08 22.87 18.22 20.35 146.73 499.36 45,109.3 15,733.3 2,074.2 1,972.6 773.2 3.74 13.09HZ 1080M D 20.18 21.85 21.14 22.81 18.26 20.39 157.27 535.23 48,787.8 16,792.3 2,233.2 2,139.2 823.5 3.75 13.10HZ 1180M A 20.38 21.96 21.18 22.77 18.30 20.43 165.70 563.90 51,557.9 17,628.8 2,347.6 2,264.9 862.9 3.75 13.10HZ 1180M B 20.48 22.02 21.20 22.74 18.30 20.43 170.66 170.66 580.80 53,793.9 2,443.4 2,365.3 889.1 3.76 13.13HZ 1180M C 20.53 22.12 21.29 22.88 18.38 20.51 181.98 619.31 57,800.8 19,543.1 2,612.4 2,525.8 952.9 3.82 13.17HZ 1180M D 20.64 22.17 21.32 22.85 18.42 20.55 189.55 645.07 60,237.4 20,355.4 2,716.8 2,635.9 990.7 3.86 13.20


SECTION



Area

in2

Mass

lb/ft


v1

in

v2

in

v3

in

v4

in

u1

in

u2

in

y-y

in4

z-z

in4

y-y*

in3

y-y**

in3

z-z

in3

Waterside

ft2/ft

Landside

ft2/ft

HZ 880M A 15.81 15.82 17.16 17.19 18.31 20.43 108.51 369.28 21,379.6 13,940.3 1,351.1 1,244.0 682.6 3.75 12.39HZ 880M B 15.88 15.91 17.16 17.18 18.38 20.50 118.44 403.08 23,059.9 15,028.4 1,449.6 1,341.9 732.9 3.77 12.41HZ 880M C 15.96 15.98 17.16 17.18 18.38 20.50 122.93 418.35 24,213.8 15,494.9 1,514.9 1,409.0 755.8 3.77 12.41HZ 1080M A 20.60 20.63 21.96 21.99 18.14 20.27 132.92 452.36 41,095.0 15,780.3 1,991.5 1,868.9 778.4 3.73 13.79HZ 1080M B 20.72 20.75 21.96 21.99 18.14 20.27 139.95 476.27 44,134.6 16,506.6 2,127.0 2,007.1 814.4 3.73 13.79HZ 1080M C 20.84 20.87 21.96 21.99 18.22 20.35 152.97 520.59 47,902.7 17,872.2 2,295.4 2,178.6 878.4 3.74 13.80HZ 1080M D 21.00 21.02 21.96 21.99 18.26 20.39 163.51 556.46 51,573.5 18,940.1 2,452.9 2,345.8 929.1 3.75 13.81HZ 1180M A 21.16 21.18 21.96 21.99 18.30 20.43 171.94 585.13 54,338.1 19,785.8 2,565.4 2,471.5 968.8 3.75 13.81HZ 1180M B 21.24 21.26 21.96 21.99 18.30 20.43 176.90 602.03 56,570.9 20,321.3 2,661.0 2,573.1 995.0 3.76 13.82HZ 1180M C 21.41 21.24 22.17 22.00 18.38 20.51 189.81 645.94 61,256.8 22,283.7 2,860.8 2,762.9 1,086.5 3.82 13.95HZ 1180M D 21.49 21.32 22.17 22.00 18.42 20.55 197.37 671.70 63,689.1 23,107.5 2,963.9 2,873.0 1,124.7 3.86 13.99



SECTION

DimensionsSuitable King Pile Sectional

Area

in2

Mass

lb/ft

Moment of Inertia

Elastic Section Modulus Coated Area

h

in

b

in

a

in

ay

in

y-y

in4

z-z

in4

y-y

in3

z-z

in3

Waterside

ft2/ft

Landside

ft2/ft

RZD 16 2.43 3.19 - 1.24 HZ 880M / 1080M / 1180M A-B 3.21 10.89 1.4 2.3 1.1 1.3 0.39 0.20

RZU 16 2.43 3.19 - 1.51 HZ 880M / 1080M / 1180M A-B 3.16 10.82 1.6 2.3 1.1 1.3 0.26 0.33

RH 16 2.43 2.69 0.48 1.28 HZ 880M / 1080M / 1180M A-B 3.12 10.75 2.0 1.3 1.5 1.0 0.33 0.30

RZD 18 2.65 3.35 - 1.41 1100M C-D 3.57 12.16 1.9 2.6 1.3 1.5 0.39 0.23

RZU 18 2.65 3.35 - 1.66 1100M C-D 3.50 12.03 2.2 2.6 1.3 1.5 0.30 0.33

RH 20 2.65 3.12 0.56 1.44 1100M C-D 3.91 13.44 2.9 2.1 2.0 1.3 0.36 0.33

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

SECTION

Dimensions


Sectional Area (per double)

in2

Mass

lb/ft

Moment of Inertia

Elastic Section Modulus

Radius of Gyration Coating Area

w

in

h

in

t

in

s

in

y-y

in4

y-y

in3

y-y

in ft2/ft

AZ 14-770 30.31 13.56 0.375 0.375 31.40 106.84 862.2 127.2 5.24 6.10

AZ 19-700 27.56 16.56 0.375 0.375 31.59 107.52 1,324.5 159.8 6.47 6.10

AZ 26-700 27.56 18.11 0.480 0.480 40.63 138.24 2,008.7 221.8 7.03 6.33

AZ - Intermediary Piles

Connectors





ASTMYIELD STRENGTH




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




A 572 Grade 60 60 415 S 390 GP 57 390

A 572 Grade 65 65 450 S 430 GP 62 430

A 690 50 345 S 460 AP* 67 460

A 690* 57 390

* Not available for AZ 36-700N and larger.


HZM Connectors


HZ & 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 PILE

Thickness ≤ 12.5 mm + 2.0, -1.0 mm

> 12.5 + 2.5, -1.5 mm

Maximum Rolled Lengths**

HZ 108.3 feet (33.0 m)

AZ 101.7 feet (31.0 m)

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

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

** Longer lengths may be possible upon request.

RZD 16HZ 880M, 1080M & 1180M A-BWeight: 10.89 lbs/ft (16.21 kg/m)

RZD 18HZ 1180M C-DWeight: 12.13 lbs/ft (18.05 kg/m)

RH 16HZ 880M, 1080M & 1180M A-BWeight: 10.75 lbs/ft (16.0 kg/m)

RH 20HZ 1180M C-DWeight: 13.44 lbs/ft (20.0 kg/m)

RZU 16HZ 880M, 1080M & 1180M A-BWeight: 10.83 lbs/ft (16.12 kg/m)

RZU 18HZ 1180M C-DWeight: 12.03 lbs/ft (17.90 kg/m)


SECTION

PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION

Sectional Area

Moment of Inertia

*Elastic Section Modulus

**Elastic Section Modulus *** AZ 14-770

Coating Area

in2/ft in4/ft in3/ft in3/ft

lAZ = 60% lHZ

lb/ft2

lAZ = 80% lHZ

lb/ft2

lAZ = lHZ

lb/ft2

Waterside

ft2/ft

Landside

ft2/ft

HZ 880M A 12.25 1,581.7 89.8 102.9 34.10 37.89 41.68 8.09 15.95HZ 880M B 12.97 1,708.2 97.6 109.8 36.58 40.37 44.15 8.10 15.96HZ 880M C 13.30 1,794.0 102.3 114.9 37.70 41.49 45.28 8.10 15.96HZ 1080M A 14.07 2,963.8 131.7 147.7 40.30 44.09 47.89 8.08 17.36HZ 1080M B 14.60 3,194.3 141.9 158.2 42.09 45.89 49.68 8.08 17.36HZ 1080M C 15.55 3,471.9 154.5 170.7 45.32 49.11 52.91 8.08 17.37HZ 1080M D 16.32 3,742.8 166.2 182.9 47.94 51.73 55.52 8.09 17.37HZ 1180M A 16.93 3,946.4 174.6 192.2 50.03 53.82 57.61 8.09 17.37HZ 1180M B 17.32 4,125.0 182.6 200.0 51.37 55.16 58.95 8.09 17.39HZ 1180M C 18.08 4,387.2 192.9 212.3 53.82 57.67 61.53 8.14 17.42HZ 1180M D 18.68 4,593.6 202.5 220.8 55.87 59.73 63.59 8.16 17.43

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

SECTION


Sectional Area

Moment of Inertia



Coating Area


lAZ = 60% lHZ

lb/ft2

lAZ = 80% lHZ

lb/ft2

lAZ = lHZ

lb/ft2

Waterside

ft2/ft

Landside

ft2/ft


* Referring outside of HZM-flange (highest value of v; v’), ** Referring outside of connector (highest value of v’’; v’’’), *** Length of connectors = Length of AZ.

Combination HZ…M-12 / AZ 14-770




SECTION


Sectional Area

Moment of Inertia



Coating Area


lAZ = 60% lHZ

lb/ft2

lAZ = 80% lHZ

lb/ft2

lAZ = lHZ

lb/ft2

Waterside

ft2/ft

Landside

ft2/ft



SECTION


Sectional Area

Moment of Inertia



Coating Area


lAZ = 60% lHZ

lb/ft2

lAZ = 80% lHZ

lb/ft2

lAZ = lHZ

lb/ft2

Waterside

ft2/ft

Landside

ft2/ft







SECTION

Dimensions

PROPERTIES PER FOOT OF WALL

Coating AreaSectional Area Mass Moment of

Inertia*Elastic Section

Modulus**Elastic Section

Modulus

b

in

v1

in

v2

in

v3

in

v4

in in2/ft lb/ft2 in4/ft in3/ft in3/ft

Waterside

ft2/ft

Landside

ft2/ft

HZ 880M A 18.70 14.96 16.67 16.31 – 31.28 106.46 5,939.0 356.2 364.1 1.81 9.85HZ 880M B 18.70 15.13 16.66 16.41 – 34.37 116.98 6,464.9 388.1 394.0 1.82 9.85HZ 880M C 18.70 15.24 16.71 16.44 – 35.81 121.88 6,836.8 409.2 415.9 1.82 9.85HZ 1080M A 18.50 19.72 21.52 21.08 – 39.49 134.40 11,736.7 545.5 556.9 1.79 11.26HZ 1080M B 18.50 19.91 21.57 21.14 – 41.82 142.31 12,745.5 591.0 602.8 1.80 11.26HZ 1080M C 18.50 20.10 21.61 21.22 – 45.86 156.08 13,915.7 644.0 655.7 1.80 11.26HZ 1080M D 18.50 20.31 21.71 21.27 – 49.17 167.35 15,075.7 694.3 708.7 1.80 11.26HZ 1180M A 18.70 20.51 21.83 21.31 – 51.79 176.26 15,938.9 730.1 747.9 1.81 11.27HZ 1180M B 18.70 20.65 21.84 21.38 – 53.51 182.11 16,715.1 765.2 781.9 1.82 11.29HZ 1180M C 18.70 20.58 22.07 21.34 – 56.58 192.56 17,798.2 806.4 833.9 1.83 11.34HZ 1180M D 18.70 20.78 22.03 21.46 – 59.12 201.21 18,656.7 846.9 869.3 1.85 11.37

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

SECTION

Dimensions

PROPERTIES PER FOOT OF WALL

Coating AreaSectional Area Mass Moment of

Inertia*Elastic Section

Modulus**Elastic Section

Modulus

b

in

v1

in

v2

in

v3

in

v4

in in2/ft lb/ft2 in4/ft in3/ft in3/ft

Waterside

ft2/ft

Landside

ft2/ft

HZ 880M A 37.40 15.31 16.32 16.67 17.67 31.97 108.81 6,126.0 375.4 346.6 3.53 11.62HZ 880M B 37.40 15.44 16.35 16.72 17.63 35.03 119.21 6,641.1 406.2 376.7 3.55 11.64HZ 880M C 37.40 15.54 16.41 16.73 17.61 36.47 124.12 7,012.4 427.3 398.2 3.54 11.64HZ 1080M A 37.00 20.09 21.14 21.45 22.50 40.19 136.79 12,054.7 570.2 535.9 3.50 13.02HZ 1080M B 37.00 20.24 21.23 21.48 22.47 42.48 144.57 13,045.2 614.5 580.6 3.51 13.03HZ 1080M C 37.00 20.40 21.30 21.52 22.42 46.52 158.33 14,212.4 667.1 633.8 3.52 13.04HZ 1080M D 37.00 20.59 21.43 21.55 22.39 49.84 169.60 15,370.6 717.2 686.4 3.52 13.04HZ 1180M A 37.40 20.77 21.57 21.58 22.37 52.45 178.50 16,231.2 752.6 725.6 3.52 13.05HZ 1180M B 37.40 20.86 21.63 21.59 22.36 54.05 183.95 16,952.4 783.6 758.2 3.54 13.08HZ 1180M C 37.40 20.87 21.78 21.64 22.54 57.37 195.26 18,147.9 833.3 805.2 3.57 13.15HZ 1180M D 37.40 20.97 21.84 21.65 22.52 59.68 203.09 18,888.9 864.9 838.8 3.61 13.18

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

Combination C 23

Combination C 1


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


Form a Form b

Recycled Content: 100% Recyclable: 100%

H-pile (also referred to as HBP or HP) is manufactured by Nucor and constitutes most of the steel pile supplied by Skyline Steel. For the first time in several decades, Nucor recently expanded the H-pile range. Traditionally, H-pile was made in 8-, 10-, 12-, and 14-inch sizes. The capacity of previous sections has been nearly doubled through the addition of new ranges of 16- and 18-inch pile. Like all other steel produced using the electric arc furnace, H-pile is made from 100% scrap and is 100% recyclable.

Applications of H-Pile

H-piles are commonly used as bearing piles and are driven into the ground to support bridges, buildings, factories, stadiums, and nearly every other type of structure. H-piles are most effective as end-bearing piles, but also resist load through skin friction. H-piles are also used for walers and bracing in cofferdams and in beam and lagging walls.

H-PileH

-Piles


HPSteel H-Pile

SECTION

Weight

lb/ft(kg/m)

Area

in2

(cm2)

Depth d

in(mm)

Flange Width

b

in(mm)

THICKNESSCoating

Area

ft2/ft(m2/m)

ELASTIC PROPERTIES

Flange (tf)

in(mm)

Web (tw)

in(mm)

AXIS X-X AXIS Y-Y

I

in4

(cm4)

S

in3

(cm3)

r

in(cm)

I

in4

(cm4)

S

in3

(cm3)

r

in(cm)

HP 8HP 200

3654

10.668.4

8.02204

8.16207

0.44511.3

0.44511.3

3.921.19

1194953

29.8488

3.368.53

40.31677

9.88162

1.954.95

HP 10HP 250

4263

12.480.0

9.70246

10.10257

0.42010.7

0.41510.5

4.831.47

2108741

43.4711

4.1310.5

71.72984

14.2233

2.416.12

5785

16.7108

9.99254

10.20259

0.56514.4

0.56514.4

4.911.50

29412237

58.8964

4.1810.6

1014204

19.7323

2.456.22

HP 12HP 310

5379

15.5100

11.80300

12.00305

0.43511.0

0.43511.0

5.821.77

39316358

66.71093

5.0312.8

1275286

21.1346

2.867.26

6394

18.4119

11.90302

12.10307

0.51513.1

0.51513.1

5.861.79

47219646

79.11296

5.0612.9

1536368

25.3415

2.887.32

74110

21.8141

12.10307

12.20310

0.61015.5

0.60515.4

5.911.80

56923683

93.81537

5.1113.0

1867742

30.4498

2.927.42

84125

24.6159

12.30312

12.30312

0.68517.4

0.68517.4

5.971.82

65027055

1061737

5.1413.1

2138866

34.6567

2.947.47

HP 14HP 360

73109

21.4138

13.60345

14.60371

0.50512.8

0.50512.8

6.962.12

72930343

1071753

5.8414.8

26110864

35.8587

3.498.86

89132

26.1168

13.80351

14.70373

0.61515.6

0.61515.6

7.022.14

90437627

1312147

5.8814.9

32613569

44.3726

3.538.97

102152

30.1194

14.00356

14.80376

0.70517.9

0.70517.9

7.062.15

105043704

1502458

5.9215.0

38015817

51.4842

3.569.04

117174

34.4222

14.20361

14.90378

0.80520.4

0.80520.4

7.122.34

122050780

1722819

5.9615.1

44318439

59.5975

3.599.12

HP 16HP 410

88131

25.8167

15.30389

15.70399

0.54013.7

0.54013.7

7.522.29

111046201

1452376

6.5616.7

34914526

44.5729

3.689.35

101150

29.9193

15.50394

15.80401

0.62515.9

0.62515.9

7.562.30

130054110

1682753

6.5916.7

41217149

52.2855

3.719.42

121180

35.8231

15.80401

15.90404

0.75019.1

0.75019.1

7.622.32

159066180

2013294

6.6616.9

50420978

63.41039

3.759.53

141210

41.7269

16.00406

16.00406

0.87522.2

0.87522.2

7.692.34

187077835

2343835

6.7017.0

59924932

74.91227

3.799.63

162241

47.7308

16.30414

16.10409

1.00025.4

1.00025.4

7.752.36

219091154

2694408

6.7817.2

69729011

86.61419

3.829.70

183272

54.1349

16.50419

16.30414

1.13028.7

1.13028.7

7.812.38

2510104473

3044982

6.8117.3

81834047

100.01639

3.899.88

HP 18HP 460

135201

39.9257

17.50445

17.80452

0.75019.1

0.75019.1

8.542.60

220091570

2514113

7.4318.9

70629386

79.31299

4.2110.7

157234

46.2298

17.70450

17.90455

0.87022.1

0.87022.1

8.602.62

2570106971

2904752

7.4618.9

83334672

93.11526

4.2510.8

181269

53.2343

18.00457

18.00457

1.00025.4

1.00025.4

8.662.64

3020125701

3365506

7.5319.1

97440541

108.01770

4.2810.9

204304

60.2388

18.30465

18.10460

1.13028.7

1.13028.7

8.732.66

3480144847

3806227

7.6019.3

112046618

124.02032

4.3111.0



AMERICAN CANADIAN EUROPEAN**

ASTMYIELD STRENGTH




A 36 36 250 Grade 300 W 44 300 HISTAR 355 51 355

A 572 Grade 50* 50 345 Grade 350 W 50 350 HISTAR 420 61 420

A 588 50 345 HISTAR 460 67 460

A 690 50 345

* Standard grade for H-Pile. **HISTAR only available in some sizes.

HPSteel H-Pile

Splicer and H-Pile Point


ASTM A 6

Mass ± 2.5%

Length§

30 Feet and Under ± 0.375 inches

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

Depth ± 0.125 inches – 0.1875 inches

Flange Width + 0.25 inches

Flanges out of Square

HP 8 x 42 - HP 12 x 84 ≤ 0.25 inches

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

Web off Center ≤ 0.1875 inches

Greatest Depth over Theoretical ≤ 0.25 inches

Camber and Sweep***

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

Over 45 Feet (0.375 inches) + (0.125 inches (Length in Feet - 45)/10)

§ For HP ordered as bearing piles, length tolerances are +5 in. and -0 in.***For the HP 10 x 42, 12 x 53, 12 x 63, 14 x 73, and 14 x 89 ordered as columns, tolerances are subject to negotiation with manufacturer.


HPs 100 feet† Longer lengths may be possible upon request.

Splicer H-Pile Point


Skyline Steel manufactures two types of pipe, spiralweld, and rolled and welded. Spiralweld plants are located in Camp Hill, PA, Iuka, MS and Longview, WA. Rolled and welded pipe is manufactured in Newton, IL and Longview, WA. The differences in the manufacturing process make each of the products more useful for different applications.

Spiralweld Pipe

Spiralweld pipe is manufactured from steel coil. The coil is unwound and then welded while it is being turned into the shape of the pipe. Changing angle of the spiral and the thickness of the coil is all that is needed to change from one pipe size to another. The two sides of the double submerged arc weld penetrate the full thickness of the steel to ensure the strength of the finished pipe. Full scale tests have shown that high quality spiralweld pipe is as strong as API pipe. The strength and flexible manufacturing of spiralweld pipe make it the product of choice for a variety of applications.

Spiralweld pipe is ideal for bearing piles since it can be produced in such a wide variety of sizes, grades, and lengths. It is also easy to splice and can be driven open or closed ended. Closed end pipe can be filled with concrete. The American Society of Civil Engineers (ASCE) recommends a lower safety factor for concrete filled close-ended pipe than any other type of driven or drilled foundation, primarily due to the predictability of a quality installed product. Spiralweld pipe is also used for king piles for pipe-z sheet pile walls, casing for drilled shafts, bracing for cofferdams and sign poles.

Rolled and Welded Pipe

Rolled and welded pipe is made from pieces of plate rolled into cans. The seam of the can is welded and then the separate cans are welded together to make the finished pipe. Rolled and welded pipe can be made in diameters up to sixteen feet and over two inches in thickness.

The size of rolled and welded pipe can be used for different type of projects. Vertical shafts for mines can be lined with large diameter casing. Casing can also be used for the ever increasing size of drilled shafts. Jack and bored pipe, high capacity piles, and tanks are other common uses for rolled and welded pipe.

Applications of Rolled and Welded Pipe

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

PipePipe


PIPE WEIGHT lbs/ft (kg/m)

Outside Diameter (DO)

in (mm)

WALL THICKNESS (t) in (mm)

0.1794.55

0.1884.78

0.2035.16

0.2195.56

0.2506.35

0.3127.92

0.3759.53

0.50012.70

0.62515.88

0.75019.05

1.00025.40

8.625219.1

16.1624.05

16.9625.23

18.2827.20

19.6829.29

22.3833.31

10254.0

18.7927.97

19.7229.35

21.2631.64

22.9034.08

26.0638.78

10.75273.1

20.2330.10

21.2331.59

22.8934.06

24.6536.69

28.0641.76

34.8151.81

40.52 (0.365)60.30

12304.8

22.6233.66

23.7435.33

25.6038.10

27.5841.04

31.4046.73

38.9858.01

46.6069.35

12.75323.9

24.0535.80

25.2537.57

27.2340.52

29.3443.66

33.4149.71

41.4861.74

49.6173.83

14355.6

26.4539.36

27.7641.31

29.9444.56

32.2648.01

36.7554.69

45.6567.94

54.6281.28

72.16107.38

16406.4

30.2745.05

31.7847.29

34.2851.02

36.9554.98

42.0962.64

52.3277.87

62.6493.21

82.85123.29

18457.2

34.1050.75

35.8053.27

38.6257.47

41.6361.95

47.4470.59

58.9987.79

70.65105.15

93.54139.20

20508.0

37.9356.44

39.8259.25

42.9663.93

46.3168.92

52.7878.55

65.6697.72

78.67117.08

104.23155.11

129.45192.64

24609.6

45.5867.83

47.8671.22

51.6476.85

55.6782.85

63.4794.46

79.01117.57

94.71140.94

125.61186.92

156.17232.41

186.41277.40

30762.0

79.51118.32

99.02147.36

118.76176.73

157.68234.65

196.26292.07

234.51348.99

310.01461.35

36914.4

95.54142.18

119.03177.14

142.81212.53

189.75282.38

236.35351.73

282.62420.58

374.15556.80

421067

111.58116.05

139.04206.92

166.86248.32

221.82330.10

276.44411.38

330.72492.17

438.29652.25

481219

127.61189.91

159.05236.70

190.92284.12

253.89377.83

316.52471.04

378.83563.76

502.43747.70

541372

214.97319.91

285.96425.55

356.61530.70

426.93635.35

566.57843.15

601524

239.02355.70

318.03473.28

396.70590.35

475.04706.93

630.71938.60

721829

287.13427.29

382.17568.73

476.87709.67

571.25850.11

758.991129.50

842134

335.23498.88

446.31664.18

557.05828.98

667.46993.29

887.271320.41

962438

510.45759.63

637.22948.30

763.671136.46

1015.551511.31

1082743

574.59855.08

717.401067.61

859.881279.64

1143.831702.21

1203048

638.73950.53

797.571186.92

958.091422.82

1272.111893.11

DO

DI

t

Spiralweld Pipe

Please inquire about other diameters and thicknesses.

APPROXIMATE VALUES

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

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



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


A 139 Grade A 30 205 A 252 Grade 1 30 205 A 588 50 345

A 139 Grade B 35 240 A 252 Grade 2 35 240 A 690 50 345

A 139 Grade C 42 290 A 252 Grade 3 45 310 A 572 50 345

A 139 Grade D 46 315 A 252 Grade 3 (Mod)* 50-80 345-555 A 709 50 345

A 139 Grade E 52 360 A 1011/1018 50 345

Abrasion Resistant Brinell Hardness - 190

*Availability is dependent on pipe diameter and thickness.

Spiralweld Pipe

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

Delivery Conditions & Tolerances**

ASTM

Pipe Piles: ± 1%

Outside Diameter – 5%

Weight/Thickness ± 1 inch

Length

**Tighter specifications may be possible upon request.

Maximum Rolled Lengths***

Spiralweld 130 feet (39.6 m)

*** Longer lengths may be possible upon request.

Rectangles and Squares Rings Circular Plates

A x B x Thickness x 0.2836 = Weight Thickness xπ

x (DO2 - DI

2) x 0.2836 = Weight4

Thickness xπ

x D2 x 0.2836 = Weight4

DO

DI

D


DO

DI

t


APPROXIMATE VALUES

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

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

PIPE WEIGHT lbs/ft (kg/m)Outside

Diameter (DO) in

(mm)

Wall Thickness (t) in (mm)

0.2506.35

0.3127.92

0.3759.52

0.43811.13

0.50012.70

0.56214.27

0.62515.87

0.68817.48

0.75019.05

0.87522.22

1.00025.40

1.25031.75

1.37534.92

1.50 - 2.2538.10 - 57.15

24609.6

63.4794.45

79.01117.58

94.71140.94

110.32164.17

125.61186.93

141.05209.91

156.17232.41

171.45255.15

186.41277.41

30762.0

79.51118.32

99.02147.36

118.76176.73

138.42205.99

157.68234.65

176.86263.20

196.26292.07

215.58320.82

234.51348.99

272.43405.42

310.01461.35

384.17571.71

36914.4

95.54142.18

119.03177.14

142.81212.53

166.51247.79

189.75282.38

212.90316.83

236.35351.73

259.71386.49

282.62420.59

328.55488.94

374.15556.80

464.35691.03

508.94757.39

421067

111.58166.05

139.04206.91

166.86248.32

194.60289.60

221.82330.11

248.95370.48

276.44411.39

303.84452.16

330.72492.17

384.67572.45

438.29652.25

544.52810.34

597.14888.64 Max. wall

thickness of 1.50” (38.1mm).

Please call for weight.

481219

127.61189.90

159.05236.69

190.92284.12

222.70331.41

253.89377.83

285.00424.13

316.52471.03

347.97517.84

378.83563.76

440.80655.98

502.43747.70

624.70929.66

685.331019.89

541372

143.65213.78

179.06266.47

214.97319.91

250.79373.22

285.96425.56

321.04477.76

356.61530.70

392.09583.50

426.93635.34

496.92739.50

566.57843.15

704.871048.96

773.521151.13

601524

159.68237.63

199.08296.26

239.02355.70

278.88415.02

318.03473.28

357.09531.41

396.70590.36

436.22649.17

475.04706.94

553.04823.02

630.71938.60

785.051168.29

861.711282.37

Max. wall thickness of

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

661676

175.72261.50

219.09326.04

263.07391.49

306.98456.84

350.10521.01

393.14585.06

436.79650.02

480.35714.84

523.14778.52

609.16906.53

694.851034.05

865.221287.59

949.911413.62

721829

191.75285.36

239.10355.82

287.13427.30

335.07498.64

382.17568.73

429.18638.69

476.87709.66

524.48780.51

571.25850.12

665.29990.06

758.991129.50

945.401406.91

1038.101544.87


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

781981

207.79309.23

259.11385.60

311.18463.09

363.16540.44

414.24616.46

465.23692.34

516.96769.32

568.61846.19

619.35921.70

721.411073.58

823.131224.95

1025.571526.22

1126.291676.11

842134

223.82333.08

279.12415.38

335.23498.88

391.26582.26

446.31664.18

501.28745.99

557.05828.98

612.74911.86

667.46993.29

777.531157.09

887.271320.41

1105.751645.54

1214.481807.35

902286

239.86356.95

299.13445.16

359.28534.67

419.35624.06

478.38711.91

537.32799.62

597.14888.64

656.86977.52

715.561064.87

833.651240.61

951.411415.86

1185.921764.85

1302.681938.61

962438

255.89380.81

319.15474.95

383.34570.47

447.44665.87

510.45759.63

573.37853.27

637.22948.29

700.991043.19

763.671136.47

889.781324.14

1015.551511.31

1266.101884.17

1390.872069.85


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

1022591

271.93404.68

339.16504.73

407.39606.26

475.54707.68

542.52807.36

609.42906.92

677.311007.95

745.121108.86

811.771208.05

945.901407.66

1079.691606.76

1346.272003.47

1479.062201.09

1082743

287.96428.53

359.17534.50

431.44642.05

503.63749.49

574.59855.09

645.46960.55

717.401067.61

789.251174.54

859.881279.65

1002.021491.17

1143.831702.21

1426.452122.80

1567.252332.33

1142896

304.00452.40

379.18564.28

455.49677.85

531.72791.29

606.66902.81

681.511014.20

757.491127.27

833.381240.21

907.981351.23

1210.481801.40

1207.971797.66

1506.622242.10

1655.452463.59

1203048

320.03476.26

399.19594.06

479.55713.65

559.82833.11

638.73950.54

717.561067.85

797.571186.92

877.511305.88

956.091422.82

1274.621896.85

1272.111893.11

1586.802361.42

1743.642594.83


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

1263200

419.20623.84

503.60749.44

587.91874.91

670.80998.26

753.601121.48

837.661246.58

921.631371.54

1004.191494.40

1338.761992.30

1336.251988.56

1666.972480.73

1831.832726.07

1323353

439.22653.63

527.65785.23

616.00916.71

702.871045.99

789.651175.13

877.751306.24

965.761437.21

1052.301566.00

1402.902087.75

1400.392084.01

1747.152600.05

1920.022857.31

1383505

551.70821.02

644.10958.53

734.941093.71

825.701228.78

917.841365.90

1009.891502.88

1100.401637.58

1467.072183.25

1464.532179.47

1827.322719.36

2008.222988.57

1443657.6

575.76856.83

672.191000.33

767.011141.44

861.741282.41

957.921425.54

1054.021568.56

1148.511709.17

1531.182278.65

1528.672274.92

1907.502838.68

2096.413119.81

1503810

599.81892.62

700.281042.13

799.081189.16

897.791336.06

998.011485.21

1098.151634.23

1196.611780.76

1595.322374.10

1592.812370.37

1987.672957.98

2184.603251.05

1563962

623.86928.41

728.381083.95

831.151236.89

933.841389.71

1038.101544.87

1142.281699.90

1244.721852.35

1659.462469.55

1656.952465.82

2067.853077.31

2272.793382.29

1624115

756.471125.75

863.221284.62

969.881443.34

1078.191604.53

1186.401765.56

1292.821923.93

1723.822565.33

1721.092561.27

2148.023196.61

2360.993513.55

1684267

784.561167.56

895.291332.34

1005.931496.99

1118.271664.17

1230.531831.23

1340.931995.53

1787.742660.46

1785.232656.72

2228.203315.93

2449.183644.79

169-2044293 - 5182 Please call for weight.



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


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

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

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

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

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

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

A 516 Grade 65 35 240 A 588 50 345

Additional grades available upon request.


Additional Capabilities


ASTM

Outside Diameter ± 1%

Weight/Thickness Per Specification

Length ± 1 inch


Rolled & Welded 120 feet (36.6 m)


Installation of: Bands, Cutting Shoes, End Plates, Carbide Teeth, Rolled Channel and Angle Iron, Twisting Slots, Picking Eyes, Lifting Lugs, etc.

Fabrication of Segmented Fittings: Elbows, Wyes, Laterals, Tees, Concentric and Eccentric Reducers.

Manufacturers of concentric tapered pipe from .250” to 2” wall thickness.

Pipe manufactured to American Welding Society. Structural welding code AWS D1.1 or D1.5 is also available.


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

Applications of Pile Accessories

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

Pile AccessoriesPile Accessories


HP Accessories

Sheet Pile Accessories

Pile Accessories

HP Splicer

HP Point

Sheet Pile Splicer

Sheet Pile Protector

Sheet Pile Protector

HP Point

HP Point


Pile Accessories

Pipe Accessories

Timber Accessories

Contact Information

Open-Ended Cutting Shoes

Conical Points

Drive-On Pipe Pile Splicer

Outside Flange

Inside Flange (60º)

Backing Ring

Timber Boot Timber Point

Inside Flange

Inside Flange (60º)

Drive-Tite Boot

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


A threaded bar is a long piece of hot-rolled bar with cold-pressed threads. The threads are pressed instead of cut for two reasons. Cut threads disrupt the grain pattern of the steel more than pressed threads, and therefore weaken the bar more. Pressed threads are also easier to manufacture than cut threads.

Applications of Threaded Bar

Threaded bar is used for a wide variety of applications, including tie rods and tie backs, to support retaining walls, which are too high to cantilever. Threaded bar is also used as reinforcement for micropiles and high capacity drilled shafts. Its advantage over traditional reinforcement is that it can be made in much higher grades and is coupled (versus being tied). In addition to its use in traditional deep foundations, threaded bar is also suitable for soil nails, rock bolts, roof bolts, and reinforcement of post-tensioned slabs.

Threaded BarThreaded Bar


Threaded Bar - Grade 75

Bar Designation

Nominal Diameter

in(mm)

Minimum Net Area Thru Threads

in2

(mm2)

Minimum Ultimate Strength

kips(kN)

Minimum Yield Strength

kips(kN)

Nominal Weight

lbs/ft(kg/m)

Approx. Major Thread Diameter

in(mm)

Thread Orientation*

Max. Length

ft(m)

#6† 3/420

0.440284.0

44195.7

33146.8

1.502.2

7/822.2 Left Hand 60

18.3

#7† 7/822

0.600387.0

60266.9

45200.2

2.003.0

125.4 Left Hand 60

18.3

#8 1 25

0.790510.0

79351.4

59.3263.8

2.704.0

1 1/828.5 Left Hand 60

18.3

#9 1 1/8 28

1.000645.0

100444.8

75333.6

3.405.1

1 1/432.0 Left Hand 60

18.3

#10 1 1/432

1.270819.0

127564.9

95.3423 .9

4.306.4

1 3/835.0 Left Hand 60

18.3

#11 1 3/8 35

1.5601006.0

156694.0

117520.5

5.307.9

1 1/238.1 Left Hand 60

18.3

#14 1 3/4 45

2.2501452.0

2251000.9

168.7750.4

7.6511.4

1 7/847.6 Right Hand 60

18.3

#18 2 1/455

4.0002581.0

4001779.4

3001334.5

13.6020.2

2 7/16 62.0 Right Hand 60

18.3

#20 2 1/264

4.9103168.0

4912184.0

3681637.0

16.6924.8

2 3/4 70.0 Right Hand 60

18.3

#24 376

7.0704417.0

7073142.0

5302356.0

24.1035.9

3 1/4 82.6 Right Hand 60

18.3

#28 3 1/2 89

9.6106200.0

9604274.0

7203206.0

32.7048.7

3 3/4 95.3 Right Hand 60

18.3

#6-#18: ASTM A615. #20-#28: Meet physical properties. *Other thread orientation available upon request. † Call for availability

Threaded Bar - Grade 150

Nominal Diameter

in(mm)

Minimum Net Area Thru Threads

in2

(mm2)

Minimum Ultimate Strength

kips(kN)

Minimum Yield Strength

kips(kN)

Nominal Weight

lbs/ft(kg/m)

Approx. Major Thread Diameter

in(mm)

Thread Orientation*

Max. Length

ft(m)

126

0.850549

128567

102454

3.14.6

1 1/828.6 Left Hand 60

18.31 1/432

1.250807

188834

150667

4.56.7

1 1/238.1 Left Hand 60

18.31 3/836

1.5801019

2371054

190843

5.78.5

1 5/841.3 Left Hand 60

18.31 3/446

2.6001664

4001779

3201423

9.113.5

250.8 Left Hand 50

15.22 1/265

5.1903350

7783457

6222766

18.327.2

2 3/469.9 Left Hand 50

15.23

757.0604169

10594702

8473766

24.035.7

3 1/482.6 Left Hand 50

15.2

1 inch to 1 3/8 inch: ASTM A-722. 1 3/4 inch to 3 inches: Certified ksi only. *Other thread orientation available upon request.

Approx. MajorThread Diameter

Approx. MajorThread Diameter

Threaded Bar and Accessories


Threaded Bar Connectors

Grade 75 Bar

Bar Designation

OD

in(mm)

L

in(mm)

#6 1.25031.8

3.50088.9

#7 1.37534.9

4.000101.6

#8 1.62541.3

4.500114.3

#9 1.87547.6

5.000127.0

#10 2.12554.0

5.500139.7

#11 2.25057.2

6.000152.4

#14 2.87573.0

7.875200.0

#18 3.50088.9

9.125231.8

#20 4.000101.6

9.500241.3

#24 4.750120.6

10.750243.0

#28 5.500139.7

12.000304.8

Grade 150 Bar

Nominal Diameter

in(mm)

OD

in(mm)

L

in(mm)

126

1.75044.5

4.250108.0

1 1/432

2.12554.0

5.250133.4

1 3/836

2.37560.3

5.750146.1

1 3/446

3.00076.2

8.500215.9

2 1/265

4.250108.0

10.000254.0

375

5.000127.0

12.000308.0

Hex Nuts (Full and Jam Nuts)

Grade 75 Bar

Bar Designation

A

in(mm)

B

in(mm)

C

in(mm)

#6 1.25031.8

1.62541.3

0.3759.5

#7 1.43836.5

1.75044.5

0.43811.1

#8 1.62541.3

2.00050.8

0.50012.7

#9 1.75044.5

2.00050.8

0.56314.3

#10 2.00050.8

2.18755.5

0.62515.9

#11 2.25057.2

2.50063.5

0.68817.5

#14 2.75069.9

3.25082.6

0.93823.8

#18* 3.50088.9

3.50088.9

1.00025.4

#20* 4.000101.6

4.000101.6

1.12528.6

#24** 4.750120.6

4.500114.3

1.50038.1

#28** 5.500139.7

6.000152.4

1.56339.7

*Round collar nut available **Round collar nut with flats

Grade 150 Bar

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

126

1.75044.5

2.00050.8

0.50012.7

1 1/432

2.25057.2

2.50063.5

0.62515.9

1 3/836

2.50063.5

2.75069.9

0.75019.1

1 3/446

3.00076.2

3.50088.9

1.25031.8

2 1/265

4.000101.6

4.750120.7

1.00025.4

3*75

5.000127.0

6.125155.6

2.00050.8

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



Hardened Washers

Grade 75 Bar

Bar Designation

A

in(mm)

B

in(mm)

C

in(mm)

#6 1.75044.5

1.13028.6

0.1503.8

#7 2.00050.8

1.25031.8

0.1503.8

#8 2.25057.2

1.38034.9

0.1503.8

#9 2.25057.2

1.50038.1

0.1503.8

#10 2.25057.2

1.63041.3

0.1503.8

#11 3.00076.2

1.75044.5

0.2205.6

#14 3.37585.7

2.13054.0

0.2807.1

#18 4.600116.8

2.63066.7

0.2807.1

#20 5.000127.0

3.00076.2

0.2807.1

#24 5.500139.7

3.50088.9

0.2807.1

#28 6.000152.4

4.000101.6

0.3138.0

Grade 150 Bar

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

126

2.25057.2

1.25031.8

0.1564.0

1 1/432

2.75069.9

1.50038.1

0.1564.0

1 3/836

3.00076.2

1.62541.3

0.1564.0

1 3/446

3.75095.3

2.13054.1

0.2185.5

2 1/265

5.000127.0

2.87573.0

0.2185.5

375

6.000152.4

3.37585.7

0.3138.0

Grade 75 Bar

Bar Designation

A

in(mm)

B

in(mm)

C

in(mm)

D

in(mm)

Bevel

degrees

#6 1.7544.5

0.87522.2

0.2506.4

0.1253.2 15

#7 1.7544.5

1.12528.6

0.2506.4

0.1253.2 15

#8 1.7544.5

1.2531.8

0.2706.9

0.1884.8 15

#9 2.62566.7

1.2531.8

0.8020.3

0.348.6 15

#10 2.7544.5

1.6341.4

1.6441.7

0.235.8 15

#11 3.0978.4

1.7544.5

1.6441.7

0.235.8 15

#14 4.00101.6

2.1354.1

1.6441.7

0.2310.9 15

#18 4.60116.8

2.6366.7

1.2531.8

0.379.4 10

#20 5.00127.0

3.0076.2

1.7544.5

0.4310.9 10

#24 7.50190.5

3.5088.9

1.7544.5

0.4310.9 10

#28 8.00203.2

4.00101.6

2.2557.2

0.8421.3 10

Grade 150 Bar

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

D

in(mm)

Bevel

degrees

126

2.62566.7

1.2531.8

1.6441.7

0.235.8 15

1 1/432

2.75069.9

1.6341.4

1.6441.7

0.239.4 15

1 3/836

3.09078.5

1.7544.5

1.6441.7

0.2310.9 15

1 3/446

4.000101.6

2.1354.1

1.6441.7

0.2310.9 15

2 1/265

5.000127.0

3.0076.2

1.7544.5

0.4310.9 10

375

8.000203.2

3.5088.9

1.7544.5

0.4310.9 10

Round Beveled Washers



Bearing Plates

Bearing plate dimensions reflect typical sizes. Actual design criteria should be used for specific plate sizing.

Grade 75 Bar

Bar Designation

A

in(mm)

B

in(mm)

C

in(mm)

#6 6152.4

6152.4

3/89.5

#7 6152.4

6152.4

3/89.5

#8 8203.2

8203.2

3/419.1

#9 8203.2

8203.2

3/419.1

#10 8203.2

8203.2

1 25.4

#11 10254.0

10254.0

1 25.4

#14 10254.0

10254.0

1 1/238.1

#18 10254.0

10254.0

250.8

#20 10254.0

10254.0

2 1/263.5

#24 10254.0

10254.0

2 1/263.5

#28 12304.8

12304.8

2 3/469.9

Grade 150 Bar

Nominal Diameter

in(mm)

A

in(mm)

B

in(mm)

C

in(mm)

126

6152.4

6152.4

1 1/431.8

1 1/432

7177.8

7177.8

1 1/238.1

1 3/836

8203.2

8203.2

1 3/444.5

1 3/446

9228.6

9228.6

1 3/444.5

2 1/265

10254.0

10254.0

2 1/263.5

375

12304.8

12304.8

2 3/469.9

Corrosion Protection Options

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

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

Single Corrosion Protection (SCP)

Double Corrosion Protection (DCP) Options

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

Oversized accessories are provided to accommodate galvanized and coated bars.


Recycled Content: n/a* Recyclable: 100%

Micropiles were first developed in Italy in the 1950’s to retrofit the foundation of structures damaged during World War II. The combination of small size and vibration-free installation made them ideal for foundation repair in old basements. A micropile is a short piece of threaded pipe, usually less than 12” in diameter. Since the lengths of pipe are threaded together as the pile is drilled into the ground, the clearance needed to install the pile is reduced.

To increase load-carrying capacity, a micropile is grouted in place using a variety of methods. The bond strength between pile and soil is improved with increases in grout pressure. The addition of smaller diameter casing or high strength threaded bar to the inside of the pile also increases its structural strength.

Pipe lengths are often made from secondary pipe, which is also known as oil country reject. Although secondary pipe is rejected for use in wells, because of extremely high tolerances, it is a high quality pipe that is perfectly suitable for structural applications.

Applications of Micropile

Some common uses for micropile are seismic retrofit for bridges and buildings, deep foundations on projects with low headroom or space limitations, vibration-less installation, and slope stability on projects with access restrictions.

* Due to the nature of sourcing micropile pipe, the percent of recycled content is not verifiable.

Micropile

Micropile


Micropile

Starter casing available with carbide button or carbide sinter (ictoloy) bits

Subs available to fit all sizes of casingFemale and male casing cut and bundled to specifications

Threaded Casing

Outside Diameter

inmm

Thickness

inmm

Inside Diameter

inmm

Weight

lbs/ftkg/m

Area of Casing

in2

cm2

Area of Shaft

in2

cm2

Internal Volume

ft3/ftm3/m

Surface Area

ft2/ftm2/m

Moment of Inertia

in4

cm4

Section Modulus

in3

cm3

5.500139.7

0.41510.5

4.670118.6

22.560.34

6.6342.77

23.76153.3

0.120.011

1.440.44

21.57897.8

7.84128.5

5.500139.7

0.50012.7

4.500114.3

26.730.40

7.8550.67

23.76153.3

0.110.010

1.440.44

24.791032

9.01147.7

7.000177.8

0.40810.4

6.184157.1

28.750.43

8.4554.51

38.48248.3

0.210.019

1.830.56

46.071918

13.16215.7

7.000177.8

0.45311.5

6.094154.8

31.700.47

9.3260.11

38.48248.3

0.200.019

1.830.56

50.162088

14.33234.9

7.625193.7

0.43010.9

6.765171.8

33.070.49

9.7262.71

45.66294.6

0.250.023

2.000.61

63.122627

16.56271.3

7.625193.7

0.50012.7

6.625168.3

38.080.57

11.1972.21

45.66294.6

0.240.022

2.000.61

71.372971

18.72306.8

9.625244.5

0.54513.8

8.535216.8

52.900.79

15.55100.3

72.76469.4

0.400.037

2.520.77

160.806693

33.41547.5

10.750273.1

0.50012.7

9.750247.7

54.790.82

16.10103.9

90.76585.6

0.520.048

2.810.86

211.958822

39.43646.2

11.875301.6

0.58214.8

10.711272.1

70.261.05

20.65133.2

110.75714.5

0.630.058

3.110.95

330.0413737

55.59910.9

13.375339.7

0.48012.2

12.415315.3

66.170.98

19.45125.5

140.50906.5

0.840.078

3.501.07

404.7316846

60.52991.8


Casing Accessories

Tooling Items

Casing accessories include duplex and flange adapters API drill rods and casing subs are typical tooling itemsDownhole hammers and bits are available in various sizes and shank configurations

Skyline Steel’s GeoStructural Group is positioned to deliver complete accessory packages with

your threaded casing. We understand the urgency of your project and stock a wide range of casing

accessories for immediate delivery.

J-Teeth Grout Heads Duplex Adapters

Ring Bits Shear Rings Flange Adapters

Casing Shoes Protective Caps Casing Crossover Subs

Custom machining is available for duplex and flange adapters to match casing, drill, and drill system

requirements. We can also fabricate crossover subs to fit any existing tooling items.

Skyline Steel offers the following tooling items for the installation of micropile casing:

Air Swivels API Crossover Subs API Drill Rods (2 3/8 in to 6 5/8 in)

Breakout Wrenches Casing Crowns Cushion Subs

Diverter Heads Downhole Hammers Downhole Hammer Bits

Drag Bits Floating Subs Flushing Heads

Grout Swivels Ictology Bits Stabilizers

Tricone Bits

Micropile

Structural Sections


Skyline Steel takes great pride in providing a wide range of structural sections from several different mills. All sections (including jumbo beams and columns) found in the American Institute of Steel Construction (AISC) manual are available.

Applications of Structural Sections

Foundation contractors utilize beams and columns for bracing systems of cofferdams, beam and lagging walls, and secant pile walls. Channel and miscellaneous channel sections are often used to make walers for anchorage systems and caps for sheet pile walls.

Structural Sections


Structural Sections

BEAM Available Steel Grades

AMERICAN CANADIAN EUROPEAN*

ASTMYIELD STRENGTH

CSA G40.21YIELD STRENGTH EN 10025 &



A 36 36 250 Grade 350 W 50 350 S 235 34 235

A 572 Grade 50 50 345 S 275 40 275

A 588 50 345 S 355 51 355

A 709 50 345 S 460 HISTAR 67 460

A 913 50 345

A 913 65 450

A 992 50 345

*HISTAR only available in some sizes.


ASTM A 6

Mass ± 2.5%

Depth ± 0.125 inches

Length 30 feet and Under Over 30 Feet

Beams W 24 and Under ± 0.375 inches + ( 0.375 inches + (Length - 30) / 80 -0.375 inches

Beams Over W 24 ± 0.5 inches + ( 0.5 inches + (Length - 30) / 80 -0.375 inches

Flanges out of Square

Beams W 12 and Under ≤ 0.25 inches

Beams Over W 12 ≤ 0.3125 inches

Web off Center ≤ 0.1875 inches

Greatest Depth over Theoretical ≤ 0.25 inches

Camber and Sweep (0.125 in) * (Length / 10)

Camber and Sweep for Columns*

45 Feet and Under (0.125 in) * (Length / 10) but not over 0.375 inches

Over 45 Feet (0.375 in) + (0.125 in * (Length - 45) / 10

*W 8 x 31 and heavier, W 10 x 49 and heavier, W 12 x 65 and heavier, and W 14 x 90 and heavier order as columns. If other sections are ordered as columns, the tolerances are subject to negotiation with manufacturer.


Structural Sections

CHANNEL Available Steel Grades


ASTMYIELD STRENGTH




A 36 36 250 Grade 350 W 50 350 S 235 GP 34 235

A 572 Grade 50 50 345 S 355 GP 51 355

A 572 Grade 60 60 415

A 588 50 345

A 242 50 345

ANGLE Available Steel Grades


ASTMYIELD STRENGTH




A 36 36 250 Grade 350 W 50 350 S 235 34 235

A 572 Grade 50 50 345 S 355 51 355

A 572 Grade 60 60 415

A 588 50 345

A 242 50 345

Delivery Conditions & TolerancesMass ± 2.5%Depth 3 to 7 in 7 to 14 in Over 14 in

+ 09375 in – 0.0625 in + 0.125 in – 09375 in + 0.1875 in – 0.125Length 5 to 10 ft 10 to 20 ft 20 to 30 ft 30 to 40 ft 40 to 50 ft 50 to 65 ft

+ 1.0 in + 1.5 in + 1.75 in + 2.25 in + 2.75 in + 2.75 inFlange Width 3 to 7 in 7 to 14 in Over 14 in

± 0.125 in + 0.125 in – 0.9375 in + 0.125 in – 0.1875Flanges out of Square ≤ 0.03125 inCamber (0.125 in) * (Length / 5)Sweep Subject to negotiation with manufacturer

Delivery Conditions & TolerancesMass ± 2.5%Length 5 to 10 ft 10 to 20 ft 20 to 30 ft 30 to 40 ft 40 to 50 ft 50 to 65 ft

+ 1.0 in + 1.5 in + 1.75 in + 2.25 in + 2.75 in + 2.75 inLeg Length* 1 to 2 in 2 to 3 in 3 to 4 in 4 to 6 in Over 6 in

± 0.046875 in ± 0.0625 in + 0.125 in – 0.09375 in ± 0.125 in + 0.1875 in – 0.125 inFlanges out of Square ± 1.5 degreesThickness ≤ 0.1875 in 0.1875 in to 0.375 in Over 0.375 in 1 to 2 in. ± 0.010 in ± 0.010 in ± 0.012 in. 2 to 3 in. ± 0.012 in ± 0.015 in ± 0.015 in.Camber (0.125 in) * (Length / 5)Sweep Subject to negotiation with manufacturer

* Longer leg length determines classification.

Maximum Rolled Lengths**All Sections 60 feetMost Sections 85 feetSome Sections 120 feet

** Longer lengths may be possible upon request.

U.S. Offices

Birmingham, AL205-262-9909

Denver, CO303-629-9253

Duluth, GA770-242-9007

Earth City, MO314-739-1303

Fife, WA253-922-2727

Houston, TX281-992-4000

Mandeville, LA985-624-3620

Middletown, CT860-632-3118

Middletown, NJ732-671-5900

Pittsburgh, PA412-437-1100

Sacramento, CA916-463-0105

U.S. Offices (cont’d)

Springfield, VA703-978-2500

Taunton, MA508-821-4700

Tinley Park, IL708-444-0999

West Chester, OH513-777-7039

Winter Park, FL407-622-6001

Specialty Pipe Sales

Cartersville, GA 866-736-PIPE (7473)

Skyline México

Querétaro, México+52-442-218-5511

Caribbean

Winter Park, FL 407-622-6001

Skyline (PHP) Canada, Ltd

St. Albert, AB780-460-8363

St. Bruno, QC450-461-6366

Port Moody, BC604-461-6367

Central America

Querétaro, México+52-442-218-5511

Panamá City, Panamá507-392-4800

Skyline South America

São Paulo, Brazil+55-11-3638-6500

Bogotá, Colombia+57-1-623-4022

Buenos Aires, Argentina+54-11-4719-8516

Lima, Perú+51-1-463-0600

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

03/11 Edition

Corporate Headquarters 8 Woodhollow Road Parsippany, NJ 07054 Phone: 973-428-6100 Fax: 973-428-7399 Toll-Free: 1-888-450-4330 www.skylinesteel.com [email protected]

For technical questions and engineering support, please contact us via our technical hotline at: 1-866-875-9546 or email us at: [email protected].

About Skyline SteelA premier steel foundation supplier serving the US, Canada, Mexico, Central America, Caribbean and South American markets, Skyline Steel is a wholly-owned subsidiary of ArcelorMittal, the world’s largest and most respected steel company. ArcelorMittal’s backing complements and synergizes Skyline Steel’s internal strengths and empowers it to service its customers and the industry.

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