Skylinesteel Sheetpile Handbook

8/9/2019 Skylinesteel Sheetpile Handbook

1/82Unmatched Product Range Material Availability Manufacturing Capabilies Innovave Applicaons and Engineering Experse

2014 Editon

Technical Product Manual


2/82

Unmatched Product RangeAs the premier leader of steel pile systems and soluons,Skyline Steels blend of products is unrivaled. From hot and coldrolled sheet piles to H-piles, pipe piles to geostructural products,only Skyline Steel oers the product range to meet the design andconstrucon demands of the Americas.

Material AvailabilityWith strategic stocking locaons throughout the Americas,Skyline Steel has established a material delivery network that is primedfor immediate response. Our facilies oer barge, rail and trucktransportaon opons for cost eecveness and on-me delivery.

Manufacturing CapabiliesSkyline Steel owns and operates pipe, sheet pile, geostructuraland pile accessory facilies. Producon is supplemented withfull fabricaon capabilies to provide a single source for all yourfoundaon needs.

Innovave Applicaons and Engineering ExperseSkyline Steel has sales oces throughout the Americas staed withexperienced sales professionals to help meet your material needs.In addion, only Skyline Steel oers exclusive engineering support inproject design and construcon.

Your True Project Partner


3/82

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

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

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

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

AS Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

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

SKL/SKS Cold Formed Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

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

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

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

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

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

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

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

Pile Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57

Geostructural Soluons . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61

Threaded Bar & Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63

Micropile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69

Mul-Strand Anchor Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71

Hollow Bar Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72

Structural Secons . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75

Table of Contents


4/82

Imperial to Metric Metric to Imperial

Dimensions 1 in = 2.5400 cm 1 cm = 0.3937 in

1 = 0.3048 m 1 m = 3.2808

1 in2 = 6.4516 cm2 1 cm2 = 0.1550 in2

1 2 = 0.0929 m2 1 m2 = 10.7639 2

1 in3 = 16.3870 cm3 1 cm3 = 0.0610 in3

1 3 = 0.0283 m3 1 m3 = 35.3149 3

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

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

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

1 lb/2 = 47.8968 N/m2 1 N/m2 = 0.0209 lb/2

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

1 lb/3 = 157.1420 N/m3 1 N/m3 = 0.0064 lb/3

1 lb = 0.4536 kg 1 kg = 2.2046 lbs

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

1 lb/2 = 4.8824 kg/m2 1 kg/m2 = 0.2048 lb/2

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

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

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

Secon Modulus 1 in3 = 16.3870 cm3 1 cm3 = 0.0610 in3

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

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

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

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

Conversion Table


5/82

Recycled Content

Hot Rolled: 100%

Cold Form: 70%

Recyclable: 100%

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

Hot Rolled and Cold Formed Sheet Pile

Hot rolled and cold formed are two primary methods of manufacturing sheet pile. While there are key dierences between

these two methods, the most important disncon is the interlock. Since hot rolled sheet piles are produced from steel at

high temperatures, the interlock tends to be ghter than its cold formed counterpart. Normally, looser interlocks are not

recommended in extremely hard driving condions 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.

Applicaons of Sheet Pile

Around the world, sheet piles are ulized for various applicaons. Z-pile, named aer its shape, is commonly used for

coerdams, levee strengthening, retaining structures, breakwaters, and bulkheads. In addion to these tradional

applicaons, 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

applicaons listed above.

Sheet pile designs are based on the bending properes, secon modulus, and moment of inera. Durability and drivability

of each secon is also taken into consideraon.

Flat sheet piles (straight web sheets) are used in the construcon of cellular structures. Cellular coerdams are ulized

to dewater large areas during the construcon of locks and dams and are also employed as permanent walls when loads

are exceponally high or there is lile 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 combinaon walls, interlock strength is

the main design consideraon for cellular coerdams. The weight of the cell and the resistance of the at sheet interlocks

provide the stability of the structure.

Steel Sheet Pile

Handling Holes

Handling holes are standard for all sheet

pile secons. They are located in the

centerline of each secon.

Y = 6" (152.4 mm)

= 2-1/2" 2-5/8" (63.5 mm 66.7 mm)

Z-Secons(PZ, AZ, SKZ/SCZ)

Pan Type(SKL/SKS)

Straight Web Secons(PS, AS)

HZ-M Secons


6/82

Miami, FL

St. Catharines, ON

Wichita, KS


7/82

SECTION

Width(w)

in(mm)

Height(h)

in(mm)

THICKNESS CrossSeconal

Area

in2/(cm2/m)

WEIGHT SECTION MODULUS

Momentof Inera

in4/(cm4/m)

COATING AR

Flange(tf)

in(mm)

Wall(tw)

in(mm)

Pile

lb/(kg/m)

Wall

lb/2

(kg/m2)

Elasc

in3/(cm3/m)

Plasc

in3/(cm3/m)

BothSides

2/ of single(m2/m)

2

PZ 2222.0559

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

PZ 2718.0457

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

PZ 3522.6575

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

PZ 4019.7500

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

PZ/PZ/PS Hot Rolled Steel Sh

SECTION

Width(w)

in

(mm)

Web(t

w)

in

(mm)

MaximumInterlockStrength

k/in

(kN/m)

MinimumCell

Diameter*

(m)

CrossSeconal

Area

in2/(cm2/m)

WEIGHTElascSecon

Modulus

in3/sheet(cm3/sheet)

Momentof Inera


COATING ARE

Pile

lb/(kg/m)

Wall

lb/2

(kg/m2)

BothSides

2/ of single(m2/m)

S

2/(

PS 27.519.69

5000.410.2

203500

309.14

8.09171.2

45.167.1

27.5134.3

3.354

5.3221

3.651.11

PS 3119.69

5000.512.7

203500

309.14

9.12193.0

50.975.7

31.0151.4

3.354

5.3221

3.651.11

* 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.


8/82

PZ/PSPZ/PS Hot Rolled Steel Sheet Pile

Available Steel Grades

ASTM

PZ PS

YIELD STRENGTH YIELD STRENGTH INTERLOCK STRENGTH

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

A 328 39 270 39 270 16 2800

A 572 Grade 50 50 345 50 345 20 3500

A 572 Grade 60 60 415 - - - -

A 588 50 345 50 345 20 3500

A 690 50 345 50 345 20 3500

Corner and Juncon Piles

Delivery Condions & Tolerances

ASTM A 6

Mass 2.5%

Length + 5 inches 0 inches

Maximum Rolled Lengths*

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

PS 65 feet (19.8 m)

* Longer lengths may be possible upon request.

120

5.91"150 mm

90

9.84"

250 mm

9.84"

250 mm

10.16"

258 mm

30 - 45

9.84"

250 mm

9.84"

250 mm

FC - MC -

4"

101.6 mm

4"

101.6 mm

Length of T and

Angle Varies

Female or Male Corner

30 Y Pile 90 T Pile 120 Y Pile

T Pile


9/82

SECTION

Width(w)

in

(mm)

Height(h)

in

(mm)

THICKNESS

CrossSeconal

Area

in2/(cm2/m)


Momentof Inera

in4/(cm4/m)

COATING A

Flange(tf)

in

(mm)

Web(tw)

in

(mm)

Pile

lb/(kg/m)

Wall

lb/2

(kg/m2)

Elasc

in3/(cm3/m)

Plasc

in3/(cm3/m)

BothSides

2/ of single(m2/m)

AZ 12-70027.56

70012.36

3140.335

8.50.335

8.55.82123.2

45.4967.7

19.8196.7

22.41205

26.31415

138.318880

5.611.71

AZ 13-700 27.56

700

12.40

315

0.375

9.5

0.375

9.5

6.36

134.7

49.72

74.0

21.65

105.7

24.3

1305

28.6

1540

150.4

20540

5.61

1.71

AZ 13-700-10/10 27.56700

12.42316

0.39410.0

0.39410.0

6.63140.4

51.8577.2

22.58110.2

25.21355

29.81600

156.521370

5.611.71

AZ 14-700 27.56700

12.44316

0.41310.5

0.41310.5

6.90146.1

53.9680.3

23.50114.7

26.11405

31.01665

162.522190

5.611.71

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

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

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

AZ 14-770-10/10 30.31770

13.58345

0.39410.0

0.39410.0

6.48137.2

55.7182.9

22.06107.7

26.11405

31.21677

177.524240

6.071.85

AZ 18 24.8063014.96380.0

0.3759.50

0.3759.50

7.11150.4

49.9974.40

24.19118.10

33.51800

39.12104

250.434200

5.641.72

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

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

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

AZ 20-700 27.56700

16.58421

0.39410.0

0.39410.0

7.18152.0

56.1183.5

24.43119.3

36.21945

42.72296

299.940960

6.101.86

AZ 2624.80

63016.81427.0

0.51213.00

0.48012.20

9.35198.0

65.7297.80

31.79155.20

48.42600

56.93059

406.555510

5.911.80

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

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

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

AZ 24-700N 27.56700

18.07459.0

0.49212.5

0.3549.0

7.71163.3

60.2889.7

26.26128.2

45.32435

52.32810

409.355890

6.301.92

AZ 26-700N 27.56700

18.11460

0.53113.5

0.39410.0

8.33176.4

65.1196.9

28.37138.5

48.42600

56.13015

437.859790

6.301.92

AZ 28-700N 27.56700

18.15461

0.57114.5

0.43311.0

8.95189.5

69.95104.1

30.46148.7

51.42765

59.93220

466.563700

6.301.92

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

AZ 38-700N27.56

70019.69500.0

0.63016.00

0.48012.20

10.87230.0

84.94126.40

37.07181.00

70.63795

81.14360

694.594840

6.762.06

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

AZ 42-700N 27.56700

19.65499.0

0.70918.00

0.55114.00

12.22259.0

95.49142.1

41.57203.00

78.24205

90.34855

766.0104930

6.762.06

AZ 44-700N 27.56700

19.69500.0

0.74819.00

0.59115.00

12.89273.0

100.73149.9

43.83214.00

81.94405

94.95105

804.1110150

6.762.06

AZ 46-700N 27.56700

19.72501.0

0.78720.00

0.63016.00

13.55287.0

105.97157.7

46.08225.00

85.74605

99.55350

842.2115370

6.762.06

AZ 4622.83

58018.94481.0

0.70918.00

0.55114.00

13.76291.2

89.10132.60

46.82228.60

85.54595

98.55295

808.8110450

6.231.90

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

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

AZ Hot Rolled Steel Sh


10/82


AMERICAN CANADIAN EUROPEAN AMLoCor**

ASTMYIELD STRENGTH

CSA G40.21YIELD STRENGTH

EN 10248YIELD STRENGTH YIELD STRENGTH

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

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

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

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

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

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

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

A 690 50 345 S 460 AP 67 460

A 690* 57 390

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

Corner Piles


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%

Single Pile Width 2%

Double Pile Width 3%

Straightness 0.2% of the length

Ends out of Square 2% of the width


AZ 101.7 feet (31.0 m)

E 22 59.1 feet (18.0 m)

C 14 59.1 feet (18.0 m)

Delta 13 55.8 feet (17.0 m)

Omega 18 52.0 feet (16.0 m)


C 14

Grade: S 355 GP

Weight: 9.68 lb/(14.4 kg/m)

Omega 18

Grade: S 430 GP

Weight: 12.10 lb/(18.0 kg/m)

E 22

Grade: S 355 GP


Delta 13

Grade: S 355 GP


AZAZ Hot Rolled Steel Sheet Pile

~0.98"~(25 mm)

~0.98"~(25 mm)

~2.76"~(70 mm)

~1.18"~(30 mm)

~1.18"~(30 mm)

~0.59"~(15 mm)

~0.79"~(20 mm)

Delivery Forms

Single PilePosion A

Double PileForm I Standard

Single PilePosion B Double PileForm II on Request


11/82

SECTION

Width*(w)

in(mm)

Web(tw)

in(mm)

MaximumInterlockStrength

k/in(kN/m)

AllowableInterlock

Rotaon**

()

Degrees

CrossSeconal

Area

in2/(cm2/m)

WEIGHTElascSecon

Modulus


Momentof Inera


COATING AR

Pile

lb/(kg/m)

Wall

lb/2

(kg/m2)

BothSides

2/ of single(m2/m)

S

2/(

AS 5009.5

19.69500

0.3759.5

17.13000

4.5 7.71163.2

43.0164.0

26.22128

2.337

4.1170

3.771.15

AS 50011.0

19.69500

0.43311.0

20.03500

4.5 8.50180.0

47.4670.6

28.88141

3.049

4.5186

3.771.15

AS 50012.0

19.69500

0.47212.0

28.55000

4.5 8.94189.2

49.9374.3

30.52149

3.151

4.7196

3.771.15

AS 50012.5

19.69500

0.49212.5

31.45500

4.5 9.19194.5

51.2776.3

31.34153

3.151

4.8201

3.771.15

AS 50012.7

19.69500

0.50012.7

31.45500

4.5 9.28196.4

51.8177.1

31.54154

3.252

4.9204

3.771.15

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

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

AS Hot Rolled Steel Sh


12/82

ASAS Hot Rolled Steel Sheet Pile


AMERICAN CANADIAN EUROPEAN

ASTMYIELD STRENGTH

CSA G40.21YIELD STRENGTH

EN 10248YIELD STRENGTH

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

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

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



A 572 Grade 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

Juncon Piles


ASTM A 6 EN 10248

Mass 2.5% 5%


Height 5 mm

Thickness 6%

Width 2%

Straightness 0.2% of the length

Ends out of Square 2% of the width


AS 101.7 feet (31.0 m)


9.84"(250 mm)

9.84"(250 mm)

9.84"(250 mm)

9.84"(250 mm)

10.16"(258 mm)

5.91"(150 mm)


13/82

SECTION

Width(w)

in(mm)

Height(h)

in(mm)

Thickness(t)

in(mm)

CrossSeconal

Area

in2/(cm2/m)


Momentof Inera

in4/(cm4/m)

COATING

Pile

lb/(kg/m)

Wall

lb/2

(kg/m2)

Elasc

in3/(cm3/m)

Plasc

in3/(cm3/m)

BothSides

2/(m2/m)

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

SCZ 1628.50723.9

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

SCZ 17N28.50723.9

10.00254.0

0.2957.5

4.95104.78

40.0359.58

16.8682.32

16.87907

19.211033

84.3511519

6.101.86

SCZ 18N28.50723.9

10.00254.0

0.3178.1

5.31112.39

42.9463.91

18.0888.28

18.10973

20.611108

90.4812356

6.101.86

SCZ 21N28.50723.9

10.00254.0

0.3759.5

6.29133.06

50.8475.66

21.41104.54

21.431152

24.401312

107.1314629

6.101.86

SKZ 2028.50723.9

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

SKZ 2228.50723.9

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

SKZ 2328.50723.9

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

SKZ 2428.50

723.9

16.00

406.4

0.375

9.5

7.10

179.50

57.43

85.47

24.18

118.06

37.73

2028

43.52

2339.78

301.80

41213

7.60

2.32SKZ 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

SKZ 3128.50723.9

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

SKZ 3328.50723.9

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

SKZ 3428.50723.9

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

SKZ 3628.50723.9

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

SKZ 3828.50723.9

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

SCZ/SSCZ/SKZ Cold Formed Steel Sh

SCZ14

SCZ16

S

CZ17N

S

CZ18N

S

CZ21N

SKZ20

SKZ22

SKZ23

SKZ24

SKZ25

SKZ31

SKZ33

SKZ34

SKZ36

SKZ38

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

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

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



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





SKZ 31 l l l l l

SKZ 33 l l l l l

SKZ 34 l l l l l

SKZ 36 l l l l l

SKZ 38 l l l l l

Interlock Compability


14/82

SCZ/SKZSCZ/SKZ Cold Formed Steel Sheet Pile



SCZ/SKZ 70 feet (21.3 m)



ASTM YIELD STRENGTH ASTM YIELD STRENGTH

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

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

A 572 Grade 55 55 380 A 588 50 345

A 572 Grade 60 60 415 A 690 50 345

A 572 Grade 65* 65 450

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

Corner Piles

ASTM A6 EN 10249-2

Mass 2.5% 7%Length + 5 inches 0 inches 50 mm

Straightness

Bending (S) 0.25% of the length

Curving (C) 0.25% of the length

Twisng (V) 2% of the length

B2 Corner Pile B3 Corner Pile

5.0(127 mm)

23.5(596.9 mm)

23.5(596.9 mm)

5.0(127 mm)


15/82

SECTION

Width(w)

in

(mm)

Height(h)

in

(mm)

Thickness(t)

in

(mm)

CrossSeconal

Area

in2/(cm2/m)


Momentof Inera

in4/(cm4/m)

COATING

Pile

lb/(kg/m)

Wall

lb/2

(kg/m2)

Elasc

in3/(cm3/m)

Plasc

in3/(cm3/m)

BothSides

2/(m2/m)

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

SKL 1021.65

5503.54

900.177

4.52.8359.90

17.4025.90

9.6347.00

2.88155

3.67197.23

5.09695

4.231.29

SKL 1221.65

5503.54

900.217

5.53.4372.60

21.1031.40

11.6757.00

3.53190

4.42237.66

6.22850

4.231.29

SKS 1127.56

7005.91150

0.1975.0

3.2969.60

25.6938.23

11.2655.00

6.34341

7.54405.36

18.672550

5.871.79

SKS 1327.56

7005.91150

0.2175.5

3.6176.40

28.2242.00

12.2960.00

6.98375

8.44454.03

20.482810

5.871.79

SKS 1427.56

7005.91150

0.2506.4

4.1788.20

32.5848.49

14.1969.27

8.05433

9.48509.87

23.783247

5.871.79

SKS 1627.56

7005.91150

0.2767.0

4.5796.70

35.6153.00

15.5776.00

8.89478

10.40559.20

26.253585

5.871.79

SKL/SSKL/SKS Cold Formed Steel Sh

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

SKL 9 l l l l l l l

SKL 10 l l l l l l l

SKL 12 l l l l l l l

SKS 11 l l l l l l l




Interlock Compability

lInterlock compable Interlock not compable


16/82

SKL/SKSSKL/SKS Cold Formed Steel Sheet Pile

Corner Piles

Standard Rolled Lengths*

SKL, SKS 70 feet (21.3 m)


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


ASTM YIELD STRENGTH ASTM YIELD STRENGTH

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

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

A 572 Grade 55 55 380 A 588 50 345

A 572 Grade 60 60 415 A 690 50 345

A 572 Grade 65* 65 450

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

D1 Corner Piles D3 Corner Piles


ASTM A6 EN 10249-2

Mass 2.5% 7%


Straightness

Bending (S) 0.25% of the length

Curving (C) 0.25% of the length

Twisng (V) 2% of the length


17/82

Combined Wall Systems

Combined wall systems are used when regular sheet piles are not strong enough to carry the required loads. The twomain components of a combined wall system are the king pile (HZ-M or Pipe) and a pair of intermediary sheet piles. The

connector is the third component and is welded to or interlocked with the king pile and connects the king pile to the sheet

pile. The intermediary sheet piles transfer the soil and water pressures to the king piles, which carry most of the load. The

sheet piles are usually shorter, varying from 60% to 100% of the length of the king pile. The king piles are oen designed to

carry substanal vercal loads in addion to the normal bending loads.

There are a wide variety of HZ-M and Pipe soluons which give the designer a great deal of exibility. Each type of

system, beam and pipe, has their own advantages. The HZ-M system is fully interlocking and does not rely on any welded

connecons. The HZ-M system also has a shallower depth than the pipe system which reduces the encroachment into

waterways. The Pipe-Z system has a much greater range of strengths than the HZ-M system because of the very large pipes

that can be manufactured for the system. It also usually has higher strength to weight and sness to weight raos than the

HZ-M system. Whichever system is chosen, the engineer can rest assured that both systems have proven themselves on

large infrastructure projects around the world.

Applicaons of Combined Wall Systems

Combined wall systems provide an ideal soluon for applicaons such as: large capacity retaining walls with deep

excavaons, breakwaters, deep coerdams, and other structures that require retaining walls to resist large loads.


18/82

Miami, FL

Clewiston, FL

Sept-les, QC

Systems


19/82

PipePipe-Z Combined Wall

Pipe AZ System

Pipe Piles as King Pileswith AZ Sheet Piles

threading intoE22 Connectors

Pipe AZ

System

CombinaonSample*

Sheet PileSecon

PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL

OutsideDiameter

inmm

WallThickness

inmm

PipeWeight

lb/kg/m

SystemWidth

inmm

SystemInera

in4/cm4/m

Secon

Modulus

in3/cm3/m

WEIGHT(Sheet Pile Length/Pipe Length)

CrossSeconal

Area

in2/cm2/m

100%

lb/2

kg/m2

80%

lb/2

kg/m2

60%

lb/2

kg/m2

PAZ24/AZ14-770 AZ14-770 24609.6

0.2506.4

63.4794.5

87.132213.10

30040952

25.01343.6

25.2122.9

21.9106.9

18.690.8

6.89145.9

PAZ24/AZ19-700 AZ19-700 24609.6

0.3759.5

94.71140.9

81.622073.10

48065591

40.02151.9

31.6154.1

28.0136.9

24.5119.7

8.74185.0

PAZ24/AZ26-700 AZ26-700 24609.6

0.50012.7

125.61186.9

81.622073.10

67091516

55.83002.5

40.6198.4

36.2176.8

31.8155.1

11.40241.3

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

0.62515.9

156.17232.4

81.622073.15

930127441

77.54170.5

49.8243.0

44.4216.8

39.0190.7

14.09298.2

PAZ30/AZ14-770 AZ14-770 30762.0

0.3127.9

99.02147.4

93.132365.50

52471587

34.91878.9

28.1137.4

25.1122.4

22.0107.3

7.79165.0

PAZ30/AZ19-700 AZ19-700 30762.0

0.3759.5

118.76176.7

87.622225.50

70696394

47.12530.0

32.7159.7

29.4143.6

26.1127.6

9.11192.8

PAZ30/AZ26-700 AZ26-700 30762.0

0.50012.7

157.68234.7

87.622225.50

966131872

64.43461.2

42.2206.3

38.1186.1

34.0165.9

11.91252.1

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

0.62515.9

196.26292.1

87.622225.55

1289176638

86.04624.4

51.9253.2

46.9228.8

41.9204.4

14.74311.9

PAZ36/AZ14-770 AZ14-770 36914.4

0.3759.5

142.81212.5

99.132517.90

910124328

50.62719.3

31.7154.9

28.8140.8

26.0126.7

8.88188.0

PAZ36/AZ19-700 AZ19-700 36914.4

0.43811.1

166.32247.5

93.622377.90

1160158461

64.53465.9

36.7179.2

33.6164.2

30.5149.2

10.32218.4

PAZ36/AZ26-700 AZ26-700 36914.4

0.50012.7

189.75282.4

93.622377.90

1384188955

76.94132.9

43.7213.1

39.8194.2

35.9175.4

12.35261.5

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

0.75019.1

282.62420.6

93.622377.95

2063282659

114.66166.7

59.6291.0

54.9268.2

50.3245.3

17.05360.8

PAZ42/AZ14-770 AZ14-770 421066.8

0.43811.1

194.38289.3

105.132670.30

1507205731

71.73857.0

35.8174.8

33.1161.5

30.4148.2

10.10213.9

PAZ42/AZ19-700 AZ19-700 421066.8

0.50012.7

221.82330.1

99.622530.30

1850252675

88.14737.1

41.2201.0

38.3186.9

35.4172.8

11.66246.8

PAZ42/AZ26-700 AZ26-700 421066.8

0.62515.9

276.44411.4

99.622530.30

2337319075

111.35981.9

51.5251.3

47.8233.5

44.2215.8

14.68310.7

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

0.75019.1

330.72492.2

99.622530.35

2875393917

136.97366.3

61.8301.8

57.4280.3

53.0258.9

17.72375.1

* Addional combinaons are available upon request.

System Width


20/82

Pipe-ZPipe-Z Combined Wall Systems

Pipe AZ System

Pipe AZ

System

CombinaonSample*

Sheet PileSecon

PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING

OutsideDiameter

in

mm

WallThickness

inmm

PipeWeight

lb/kg/m

SystemWidth

inmm

SystemInera

in4/cm4/m

Secon

Modulus

in3/cm3/m

WEIGHT(Sheet Pile Length/Pipe Length)

CrossSeconal

Area

in2/cm2/m

BothSides of

Wall

2/m2/m

100%

lb/2

kg/m2

80%

lb/2

kg/m2

60%

lb/2

kg/m2

PAZ48/AZ19-700 AZ19-700 481219.2

0.50012.7

253.89377.8

105.622682.70

2542347078

105.95693.6

42.5207.4

39.8194.1

37.0180.8

12.07255.4

24.87.6

PAZ48/AZ26-700 AZ26-700 481219.2

0.62515.9

316.52471.0

105.622682.70

3194436137

133.17154.5

53.1259.2

49.7242.5

46.2225.8

15.18321.4

25.27.7

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

0.75019.1

378.83563.8

105.622682.75

3893533380

162.28727.5

63.8311.3

59.6291.1

55.5270.8

18.32387.8

26.18.0

PAZ54/AZ19-700 AZ19-700 541371.6

0.56314.3

321.33478.2

111.622835.10

3767514364

139.57500.2

47.4231.7

44.9219.1

42.3206.5

13.55286.8

26.38.0

PAZ54/AZ26-700 AZ26-700 541371.6

0.62515.9

356.61530.7

111.622835.10

4229577487

156.68420.6

54.6266.3

51.3250.5

48.1234.7

15.63330.9

26.88.2

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

0.75019.1

426.93635.3

111.622835.15

5125702124

189.810212.0

65.5319.8

61.6300.7

57.7281.5

18.86399.1

27.78.4

PAZ60/AZ19-700 AZ19-700 601524.0

0.62515.9

396.70590.4

117.622987.50

5377734307

179.29636.6

52.7257.4

50.3245.4

47.8233.5

15.12320.0

27.98.5

PAZ60/AZ26-700 AZ26-700 601524.0

0.75019.1

475.04706.9

117.622987.50

6456881638

215.211570.1

63.9311.7

60.8296.7

57.7281.7

18.39389.2

28.48.6

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

0.81320.6

514.08765.0

117.622987.55

7076969463

235.912690.3

71.1346.9

67.3328.8

63.6310.6

20.51434.1

29.28.9

PAZ66/AZ19-700 AZ19-700 661676.4

0.68817.5

480.01714.3

123.623139.90

74311014768

225.212106.5

58.2284.4

55.9273.0

53.6261.6

16.76354.8

29.59.0

PAZ66/AZ26-700 AZ26-700 661676.4

0.75019.1

523.14778.5

123.623139.90

81391111396

246.613259.3

65.4319.4

62.5305.1

59.6290.8

18.87399.4

29.99.1

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

0.81320.6

566.19842.6

123.623139.95

88911218035

269.414494.6

72.7354.8

69.1337.5

65.6320.2

21.00444.5

30.89.4

PAZ72/AZ19-700 AZ19-700 721828.8

0.75019.1

571.25850.1

129.623292.30

99861363713

277.414913.8

64.0312.5

61.8301.6

59.6290.8

18.47390.9

31.19.5

PAZ72/AZ26-700 AZ26-700 721828.8

0.81320.6

618.31920.1

129.623292.30

108441480802

301.216194.3

71.2347.6

68.4334.0

65.6320.4

20.58435.7

31.59.6

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

1.00025.4

758.991129.5

129.623292.35

133101823484

369.719891.2

87.2425.5

83.8409.0

80.4392.5

25.27534.9

32.49.9

PAZ78 / AZ 26-700 AZ 26-700 781981.2

0.87522.2

721.411073.6

135.623444.70

141281929253

362.219475.6

77.2376.8

74.5363.8

71.8350.7

22.35473.2

33.110.1

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

1.00025.4

823.141225.0

135.621981.2

161482212319

414.122276.4

89.04261.5

85.74106.9

82.53952.3

25.82546.6

34.910.64

PAZ84 / AZ 26-700 AZ 26-700 842133.6

0.87522.2

777.531157.1

141.623597.10

168952307217

402.321627.5

78.7384.1

76.1371.6

73.6359.1

22.80482.7

34.710.6

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

1.00025.4

887.281320.4

141.621981.2

192992644027

459.524721.7

90.64341.2

87.54193.2

84.54045.2

26.33557.2

36.511.12

* Addional combinaons are available upon request.


21/82

PipePipe-Z Combined Wall


ASTM

Yield Strength PIPE SHEET PILE CONNECTORS

ksi MPa SpiralweldRolled &

WeldedAZ E22

A 139 Grade A 30 205

A 139 Grade B 35 240

A 139 Grade C 42 290

A 139 Grade D 46 315

A 139 Grade E 52 360

A 252 Grade 1 30 205

A 252 Grade 2 35 240

A 252 Grade 3 45 310

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

A 328 39 270

A 36 36 250

A 516 Grade 55 30 205

A 516 Grade 60 32 220

A 516 Grade 65 35 240

A 516 Grade 70 38 260

A 572 Grade 42 42 290

A 572 Grade 50 50 345

A 572 Grade 55 55 380

A 572 Grade 60 60 415

A 572 Grade 65 65 450

A 588 50 345

A 690 50 345

A 690 (Mod) 57 390 **

A 709 50 345

A 1011/1018 50 345

Abrasion Resistant Brinell Hardness 190

EN 10248

S 240 GP 35 240

S 270 GP 39 270

S 320 GP 46 315

S 355 GP 51 355

S 390 GP 57 390

S 430 GP 62 430

S 460 AP 67 460

CSA G40.21

Grade 260 W 38 260

Grade 300 W 43 297

Grade 350 W 51 355

Grade 400 W 58 400

Highlighted elds represent the most commonly used and readily available steel grades. Addional grades available upon request.Please call with any quesons or special requests.

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


22/82

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

Length () Length (m)

Spiralweld 130 feet 39.6 m

Rolled & Welded 120 feet 36.6 m

E22 59 feet 18.0 m

AZ 102 feet 31.0 m

* All secons are readily spliced for longer lengths.



ASTM

PIPE

Spiralweld Rolled & Welded

ASTM ASTM

Outside Diameter 1% 1%

Weight/Thickness - 5%Per

Specicaon

Length 1 in. 1 in.

ASTM

SHEET PILE

AZ

ASTM EN10248

Mass 2.5% 5%

Length + 5 in. 200 mm

Height 7 mm

Thickness 8.5 mm> 8.5 mm

Width 2%

Double Pile Width 3%

Interlock Opening

Straightness0.2% of the length

Ends out of Square2% of the width

Twisng


23/82

HZ

HZ-M Steel Wall

> Fully Interlocking System

> Hundreds of Combinaons

> Backside Connectors forExtra Strength


24/82

HZ-MHZ-M Steel Wall Systems

SECTION

DIMENSIONS

Suitable Connector

h

in

mm

h1

in

mm

w

in

mm

tmax

in

mm

t

in

mm

s

in

mm

r

in

mm

HZ 680M LT24.87631.8

23.62599.9

18.11460

1.1429.00

0.6716.9

0.5514.0

0.7920

RZDU 16 RH 16

HZ 880M A32.73831.3

31.63803.4

18.03458

1.1428.96

0.7418.8

0.5113.0

0.7920

RZDU 16 RH 16

HZ 880M B32.73831.3

31.79807.4

18.11460

1.1428.96

0.8220.8

0.5915.0

0.7920

RZDU 16 RH 16

HZ 880M C32.73831.3

31.95811.4

18.11460

1.1428.96

0.9022.9

0.5915.0

0.7920

RZDU 16 RH 16

HZ 1080M A42.331075.3

41.241047.4

17.87454

1.1428.96

0.7719.6

0.6316.0

1.3835

RZDU 16 RH 16

HZ 1080M B42.331075.3

41.471053.4

17.87454

1.1428.96

0.8922.6

0.6316.0

1.3835 RZDU 16 RH 16

HZ 1080M C42.331075.3

41.711059.4

17.95456

1.1428.96

1.0125.7

0.7118.0

1.3835

RZDU 16 RH 16

HZ 1080M D42.331075.3

42.021067.4

17.99457

1.2130.73

1.1729.7

0.7519.0

1.3835

RZDU 16 RH 16

HZ 1180M A42.341075.4

- 18.03458

1.3634.54

1.2231.0

0.7920.0

1.3835

RZDU 16 RH 16

HZ 1180M B42.501079.4

- 18.03458

1.4436.58

1.3033.0

0.7920.0

1.3835

RZDU 16 RH 16

HZ 1180M C42.651083.4

- 18.07459

1.5238.60

1.3835.1

0.8321.0

1.3835

RZDU 18 RH 20

HZ 1180M D42.811087.4

- 18.11460

1.6040.64

1.4637.1

0.8722.0

1.3835

RZDU 18 RH 20

HZ-M - King Pile


25/82

HZ

HZ-M Steel Wall

SECTION

PROPERTIES PER SOLUTION

Coang Dimensions

SeconalArea

in2

cm2

Mass

lb/kg/m

Moment of Inera Elasc Secon Modulus

v1

inmm

v2

inmm

v3

inmm

v4

inmm

u

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

2/m2/m

HZ 680M LT11.81299.9 -

12.44315.9 -

9.06230.0

40.44260.9

137.63204.8

4330.3180430

926.938620

366.96015

-102.51680

1.520.462

HZ 880M A15.82401.7

-16.36415.7

-9.02

229.045.82295.6

155.92232.0

8571.4356770

960.839990

541.98880

-106.51745

1.510.459

HZ 880M B15.89403.7

-16.36415.7

-9.06

230.050.87328.2

173.13257.6

9435.8392750

1027.542770

593.89730

-113.51860

1.510.461

HZ 880M C15.97405.7

-16.36415.7

-9.06

230.053.11342.7

180.76269.0

10012.7416760

1065.544350

627.010275

-117.81930

1.510.461

HZ 1080M A20.62523.7

-21.17537.7

-8.94

227.058.00374.2

197.39293.8

16943.9705260

944.939330

821.713465

-105.91735

1.490.455

HZ 1080M B20.74526.7

-21.17537.7

-8.94

227.061.63397.6

209.72312.1

18512.5770550

1016.542310

892.814630

-113.81865

1.490.455

HZ 1080M C20.85529.7

-21.17537.7

-8.98

228.068.14439.6

231.88345.1

20396.5848970

1080.244960

977.916025

-120.21970

1.500.457

HZ 1080M D21.01533.7

-21.17537.7

-9.00

228.573.41473.6

249.82371.8

22231.8925360

1127.746940

1058.217340

-125.42055

1.500.457

HZ 1180M A21.17537.7

-21.17537.7

-9.02

229.077.63500.8

264.18393.1

23617.8983050

1152.047950

1115.818285

-127.82095

1.500.457

HZ 1180M B21.25539.7

-21.25539.7

-9.02

229.080.46519.1

273.83407.5

24893.71036160

1228.951150

1171.719200

-136.42235

1.500.457

HZ 1180M C21.33541.7 -

21.33541.7 -

9.04229.5

84.98548.3

289.21430.4

26434.91100310

1314.954730

1239.420310 -

145.52385

1.510.459

HZ 1180M D21.41543.7

-21.41543.7

-9.06

230.089.51577.5

304.63453.3

27991.51165100

1401.958350

1307.721430

-154.72535

1.530.460

* Referring outside of HZ-M-ange. ** Referring outside of connector.

Soluon 100


26/82


SECTION


Coang AreaDimensions

SeconalArea

in2

cm2

Mass

lb/kg/m


v1

inmm

v2

inmm

v3

inmm

v4

inmm

u

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

2/m2/m

Landside

2/m2/m

HZ 680M LT11.96303.7

11.66296.2

12.59319.7

12.29312.1

9.06230.0

39.96257.8

136.01202.4

4256.9177370

894.737280

356.25840

-98.81620

1.570.478

8.452.573

HZ 880M A15.99406.2

15.64397.2

16.54420.1

16.19411.2

9.02229.0

45.32292.4

154.24229.5

8441.2351350

928.338640

527.98650

-102.81685

1.570.478

9.732.966

HZ 880M B16.07408.1

15.72399.3

16.54420.0

16.19411.2

9.06230.0

50.33324.7

171.30254.9

9293.1386810

991.841280

578.59480

-109.51795

1.580.481

9.742.967

HZ 880M C16.14409.9

15.81401.5

16.53419.9

16.20411.4

9.06230.0

52.58339.2

178.93266.3

9870.2410830

1030.042870

611.810025

-113.81865

1.580.481

9.742.967

HZ 1080M A20.79528.2

20.44519.2

21.34542.1

20.99533.2

8.94227.0

57.52371.1

195.75291.3

16729.6696340

913.738030

804.613185

-102.21675

1.550.473

11.143.396

HZ 1080M B20.92531.4

20.55522.0

21.35542.3

20.98533.0

8.94227.0

61.09394.1

207.89309.4

18273.4760600

981.940870

873.614315

-109.81800

1.560.475

11.143.396

HZ 1080M C21.02533.9

20.69525.5

21.33541.9

21.00533.4

8.98228.0

67.60436.1

230.05342.4

20157.5839020

1045.143500

959.015715

-116.61910

1.560.475

11.153.397

HZ 1080M D21.17537.6

20.86529.8

21.32541.6

21.01533.7

9.00228.5

72.87470.1

247.99369.0

21993.0915420

1038.945480

1038.917025

-121.41990

1.560.475

11.153.397

HZ 1180M A21.32541.4

21.02534.0

21.32541.6

21.02534.0

9.02229.0

77.09497.3

262.34390.4

23377.3973040

1116.446470

1096.617970

-123.92030

1.570.477

11.153.397

HZ 1180M B21.44544.5

21.06534.9

21.44544.5

21.06534.9

9.02229.0

79.75514.5

271.39403.9

24572.31022780

1181.549180

1146.318785

-131.22150

1.580.481

11.183.407

HZ 1180M C21.51546.3

21.15537.1

21.51546.3

21.15537.1

9.04229.5

84.26543.6

286.77426.8

26111.31086840

1267.352750

1214.119895 -

140.42300

1.580.481

11.213.416

HZ 1180M D21.67550.4

21.14537.0

21.67550.4

21.14537.0

9.06230.0

88.42570.5

300.92447.8

27494.21144400

1329.855350

1269.020795

-146.82405

1.600.487

11.243.419


Soluon 102


27/82

HZ

HZ-M Steel Wall

SECTION


CoangDimensions

SeconalArea

in2

cm2

Mass

lb/kg/m


v1

inmm

v2

inmm

v3

inmm

v4

inmm

u

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

2/m2/m

HZ 680M LT11.81299.9

-12.44315.9

-9.06

230.039.48254.7

134.33199.9

4185.1174380

862.335930

354.75815

-95.21560

1.570.478

HZ 880M A15.82401.7

-16.36415.7

-9.02

229.044.83289.2

152.57227.0

8313.6346040

895.937290

525.78615

-99.51630

1.570.478

HZ 880M B15.89403.7

-16.36415.7

-9.06

230.049.80321.3

169.47252.2

9153.8381010

956.239800

576.19440

-105.61730

1.580.481

HZ 880M C15.97405.7

-16.39415.7

-9.06

230.052.04335.7

177.01263.6

9730.8405030

994.241380

609.39985

-109.81800

1.580.480

HZ 1080M A20.62523.7

-21.17537.7

-8.94

227.057.04368.0

194.10288.9

16518.6687560

882.436730

801.213130

-98.91620

1.550.473

HZ 1080M B20.74526.7

-21.17537.7

-8.94

227.060.55390.6

206.06306.7

18038.5750820

947.339430

869.914255

-105.91735

1.560.475

HZ 1080M C20.85529.7

-21.17537.7

-8.98

228.067.06432.7

228.22339.6

19922.3829230

1010.342050

955.315655

-112.61845

1.560.476

HZ 1080M D21.01533.7

-21.17537.7

-9.00

228.572.33466.7

246.16366.3

21757.8905630

1057.644020

1035.616970

-117.51925

1.560.477

HZ 1180M A21.17537.7

-21.17537.7

-9.02

229.076.54493.8

260.49387.7

23139.9963160

1080.944990

1093.217915

-119.91965

1.570.477

HZ 1180M B21.25539.7

-21.25539.7

-9.02

229.079.03509.8

268.94400.2

24256.41009630

1134.547220

1141.518705

-125.72060

1.580.481

HZ 1180M C21.33541.7 -

21.33541.7 -

9.04229.5

83.55539.0

284.32423.1

25793.01073590

1220.050780

1209.519820 -

134.92210

1.580.482

HZ 1180M D21.41543.7

-21.41543.7

-9.06

230.087.33563.4

297.20442.3

27009.11124210

1257.752350

1261.720675

-138.82275

1.600.487


Soluon 104


28/82


SECTION



SeconalArea

in2

cm2

Mass

lb/kg/m


v1

in

mm

v2

in

mm

v3

in

mm

v4

in

mm

u1

in

mm

u2

in

mm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

2/m2/m

Landside

2/m2/m

HZ 680M LT10.30261.7

13.31338.1

11.74298.1

-9.05

229.811.14282.9

46.33298.9

157.72234.7

5052.2210510

1470.561270

379.76225

430.77060

132.12165

2.040.621

8.622.623

HZ 880M A14.02356.2

17.61447.2

15.37390.5

-9.01

228.911.14282.9

51.70333.5

175.93261.8

9868.7410770

1504.962640

560.59185

642.010520

135.22215

2.040.621

9.903.017

HZ 880M B14.27362.5

17.51444.9

15.55394.9

-9.05

229.911.18283.9

56.71365.8

192.98287.2

10738.2446960

1573.265480

613.010045

690.811320

140.72305

2.050.624

9.913.019

HZ 880M C14.41366.1

17.53445.3

15.61396.4

-9.05

229.911.18283.9

58.95380.3

200.61298.5

11320.8471210

1611.167060

645.310580

725.311885

144.02360

2.050.624

9.903.019

HZ 1080M A18.72475.6

22.51571.8

20.07509.9

-8.93

226.911.06280.9

63.89412.2

217.43323.6

19207.5799480

1480.761630

853.113980

956.915680

133.92195

2.020.617

11.313.447

HZ 1080M B18.96481.5

22.51571.9

20.19512.9

-8.93

226.911.06280.9

67.46435.2

229.58341.6

20767.9864430

1548.964470

922.415115

1028.616855

140.12295

2.030.618

11.313.447

HZ 1080M C19.23488.5

22.48570.9

20.35516.8

-8.97

227.911.10281.9

73.97477.2

251.74374.6

22670.7943630

1616.967300

1008.716530

1114.318260

145.32390

2.030.619

11.323.449

HZ 1080M D19.50495.3

22.53572.1

20.46519.6

-8.99

228.411.12282.4

79.24511.2

269.67401.3

24519.01020560

1666.969380

1088.717840

1198.819645

149.82455

2.030.620

11.323.449

HZ 1180M A19.73501.2

22.61574.2

20.53521.5

-9.01

228.911.14282.9

83.46538.4

284.02422.7

25912.41078560

1693.070470

1146.318785

1262.020680

151.92490

2.040.621

11.323.449

HZ 1180M B19.90505.5

22.60573.9

20.62523.8

-9.01

228.911.14282.9

86.12555.6

293.07436.1

27124.21129000

1758.173180

1200.319670

1315.421555

157.72585

2.040.622

11.333.454

HZ 1180M C

19.90

505.5

22.75

577.9

20.66

524.8 -

9.03

229.4

11.16

283.4

91.33

589.2

310.81

462.5

28917.9

1203660

1897.5

78980

1271.1

20830

1399.622935

170.0

2785

2.08

0.635

11.36

3.463

HZ 1180M D20.13511.2

22.68576.2

20.81528.5

-9.05

229.911.18283.9

95.49616.1

324.96483.6

30333.21262570

1962.681690

1337.321915

1457.923890

175.42875

2.100.641

11.383.468


Soluon 12

Delivery Form

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

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


29/82

HZ

HZ-M Steel Wall

SECTION


CoangDimensions

SeconalArea

in2

cm2

Mass

lb/kg/m


v1

inmm

v2

inmm

v3

inmm

v4

inmm

u1

inmm

u2

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

2/m2/m

HZ 680M LT11.79299.5

11.83300.4

13.22335.8

13.26336.9

9.05229.8

11.14282.9

52.08336.0

177.27263.8

5980.6249190

1983.482640

506.08295

451.47400

178.12920

2.040.621

HZ 880M A15.79401.1

15.84402.4

17.14435.4

17.20436.8

9.01228.9

11.14282.9

57.44370.6

195.49290.9

11485.9478080

2013.583810

725.011880

667.910945

180.92965

2.040.621

HZ 880M B15.87403.1

15.92404.3

17.14435.4

17.19436.8

9.05229.9

11.18283.9

62.41402.6

212.38316.1

12326.0513050

2083.286710

774.412690

716.711745

186.43055

2.050.624

HZ 880M C15.95405.1

16.00406.3

17.14435.5

17.19436.7

9.05229.9

11.18283.9

64.65417.1

220.02327.4

12903.21537070

2121.388290

806.713220

750.612300

189.83110

2.050.624

HZ 1080M A20.59522.9

20.65524.5

21.94557.3

22.00558.9

8.93226.9

11.06280.9

69.65449.3

237.02352.7

21900.5911570

1981.682480

1060.617380

995.316310

179.12935

2.020.617

HZ 1080M B20.71526.0

20.77527.4

21.94557.3

22.00558.9

8.93226.9

11.06280.9

73.16472.0

248.98370.5

23420.1974820

2046.485180

1128.018485

1064.617445

185.23035

2.030.618

HZ 1080M C20.83529.0

20.88530.4

21.94557.3

22.00558.9

8.97227.9

11.10281.9

79.67514.0

271.14403.5

25304.31053250

2118.588180

1211.919860

1150.318850

191.03130

2.030.619

HZ 1080M D20.99533.1

21.04534.3

21.94557.3

22.00558.9

8.99228.4

11.12282.4

84.94548.0

289.07430.2

27139.61129640

2170.790350

1290.021140

1233.620215

195.33200

2.030.620

HZ 1180M A21.15537.1

21.19538.3

21.95557.4

22.00558.9

9.01228.9

11.14282.9

89.15575.2

303.41451.5

28521.81187170

2198.591510

1345.922055

1296.821250

197.43235

2.040.621

HZ 1180M B21.22539.1

21.27540.3

21.95557.4

22.00558.9

9.01228.9

11.14282.8

91.64591.2

311.86464.1

29638.21233640

2252.193740

1393.522835

1347.422080

202.33315

2.040.622

HZ 1180M C21.49545.9

21.16537.5

22.25565.2

21.92556.8

9.03229.4

11.16283.4

98.44635.1

334.99498.5

32120.91336980

2538.7105670

1494.524490

1443.523655

227.63730

2.080.635

HZ 1180M D21.57547.8

21.25539.6

22.25565.1

21.93556.9

9.05229.9

11.18283.9

102.22659.5

347.87517.7

33337.11387600

2582.2107480

1546.025335

1498.424555

231.03785

2.100.641


Soluon 14

Delivery Form

D = disconnuous weld, a = 0.2310% of length (3.94" per 3.28, 1over the whole pile length + 19(500 mm)connuous weld at to

R = connuous weld, a = 0.236"length 19.68" (500 mm)at top a


30/82

Soluon 24

Delivery Form

Form a Form b

SECTION



SeconalArea

in2

cm2

Mass

lb/kg/m


v1

inmm

v2

inmm

v3

inmm

v4

inmm

u1

inmm

u2

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

2/m2/m

Landside

2/m2/m

HZ 680M LT10.98279

12.63320.9

12.41315.3

14.07357.4

18.38466.8

20.47519.9

91.56590.7

311.61463.7

10102.6420940

10849.4452060

800.313120

718.611780

530.48695

3.751.144

10.393.163

HZ 880M A14.83376.7

16.80426.7

16.19411.2

18.16461.2

18.30464.8

20.43518.9

102.27659.8

348.05518.0

19700.5820000

11783.3490460

1172.919220

1085.017780

576.79450

3.751.144

11.683.559

HZ 880M B15.00380.9

16.79426.5

16.27413.4

18.07458.9

18.38466.9

20.51520.9

112.20723.9

381.85568.3

21389.7890310

12853.1534990

1273.920875

1183.919400

626.710270

3.771.150

11.703.565

HZ 880M C15.11383.8

16.83427.6

16.31414.3

18.03458.1

18.38466.9

20.51520.9

116.69752.8

397.12591.0

22547.0938480

13319.7554410

1339.521950

1250.420490

649.610645

3.771.150

11.693.565

HZ 1080M A19.58497.4

21.65550.0

20.94531.8

23.01584.4

18.14460.9

20.27514.9

126.68817.3

431.12641.6

38.283.11593470

13659.9568570

1767.928970

1663.827265

674.011045

3.731.136

13.073.985

HZ 1080M B19.75501.8

21.72551.6

20.99533.2

22.95583.1

18.14460.9

20.27514.9

133.71862.6

455.04677.2

41329.71720280

14385.9598790

1903.031185

1800.529505

709.711630

3.731.138

13.083.987

HZ 1080M C19.96507.0

21.75552.4

21.08535.4

22.87580.8

18.22462.9

20.35516.9

146.73946.7

499.36743.1

45109.31877600

15733.3654870

2074.233990

1972.632325

773.212670

3.741.141

13.093.990

HZ 1080M D20.18512.5

21.85554.9

21.14536.9

22.81579.3

18.26463.9

20.39517.9

157.271014.7

535.23796.5

48787.82030710

16792.3698950

2233.236595

2139.235055

823.513495

3.751.142

13.103.991

HZ 1180M A20.38517.6

21.96557.8

21.18538.0

22.77578.2

18.30464.9

20.43518.9

165.701069.0

563.90839.2

51557.92146010

17628.8733770

2347.638470

2264.937115

862.914140

3.751.144

13.103.993

HZ 1180M B20.48520.2

22.02559.2

21.20538.6

22.74577.7

18.30464.9

20.43518.9

170.661101.0

580.80864.3

53793.92239080

18164.3756060

2443.440040

2365.338760

889.114570

3.761.147

13.134.002

HZ 1180M C20.53521.4

22.12562.0

21.29540.7

22.88581.3

18.38466.9

20.51520.9

181.981174.1

619.31921.6

57800.82405860

19543.1813450

2612.442810

2525.841390

952.915615

3.821.164

13.174.015

HZ 1180M D20.64524.2

22.17563.2

21.32541.5

22.85580.5

18.42467.9

20.55521.9

189.551222.9

645.07960.0

60237.42507280

20355.4847260

2716.844520

2635.943195

990.716235

3.861.176

13.204.025



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

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


31/82

Soluon 26

Delivery Form

Form a Form b

SECTION


CoangDimensions

SeconalArea

in2

cm2

Mass

lb/kg/m


v1

inmm

v2

inmm

v3

inmm

v4

inmm

u1

inmm

u2

inmm

y-y

in4

cm4

z-z

in4

cm4

y-y*

in3

cm3

y-y**

in3

cm3

z-z

in3

cm3

Waterside

2/m2/m

HZ 680M LT11.80299.7

11.82300.2

13.23336.0

13.25336.6

18.38466.8

20.47519.9

97.81631.0

332.84495.3

11061.1460880

13022.4542600

936.715355

835.113690

636.510435

3.751.144

HZ 880M A15.81401.4

15.82402.0

17.16435.8

17.19436.5

18.31464.9

20.43518.9

108.51700.1

369.28549.6

21379.6889890

13940.3580240

1351.122135

1244.020385

682.611180

3.751.144

HZ 880M B15.88403.4

15.91404.0

17.16435.8

17.18436.5

18.38466.9

20.50520.9

118.44764.1

403.08599.9

23059.9959830

15028.4625530

1449.623755

1341.921990

732.912010

3.771.150

HZ 880M C15.96405.4

15.98406.0

17.16435.9

17.18436.5

18.38466.9

20.50520.9

122.93793.1

418.35622.6

24213.81007860

15494.9644950

1514.924825

1409.023090

755.812380

3.771.150

HZ 1080M A20.60523.3

20.63524.1

21.96557.7

21.99558.5

18.14460.9

20.27514.9

132.92857.6

452.36673.2

41095.01710510

15780.3656830

1991.532635

1868.930625

778.412755

3.731.136

HZ 1080M B20.72526.3

20.75527.1

21.96557.7

21.99558.5

18.14460.9

20.27514.9

139.95902.9

476.27708.8

44134.61837030

16506.6687060

2127.034855

2007.132890

814.413345

3.731.138

HZ 1080M C20.84529.4

20.87530.1

21.96557.8

21.99558.5

18.22462.9

20.35516.9

152.97986.9

520.59774.7

47902.71993870

17872.2743900

2295.437615

2178.635700

878.414395

3.741.141

HZ 1080M D21.00533.4

21.02534.0

21.96557.8

21.99558.5

18.26463.9

20.39517.9

163.511054.9

556.46828.1

51573.52146660

18940.1788350

2452.940195

2345.838440

929.115225

3.751.142

HZ 1180M A21.16537.4

21.18538.0

21.96557.8

21.99558.4

18.30464.9

20.43518.9

171.941109.3

585.13870.8

54338.12261730

19785.8823550

2565.442040

2471.540500

968.815875

3.751.144

HZ 1180M B21.24539.4

21.26540.0

21.96557.8

21.99558.4

18.30464.9

20.43518.8

176.901141.3

602.03895.9

56570.92354670

20321.3845840

2661.043605

2573.142165

995.016305

3.761.147

HZ 1180M C21.41543.9

21.24539.5

22.17563.2

22.00558.8

18.38466.9

20.51520.9

189.811224.5

645.94961.3

61256.82549710

22283.7927520

2860.846880

2762.945275

1086.517805

3.821.164

HZ 1180M D21.49545.8

21.32541.6

22.17563.1

22.00558.9

18.42467.9

20.55521.9

197.371273.4

671.70999.6

63689.12650950

23107.5961810

2963.948570

2873.047080

1124.718430

3.861.176


HZ

HZ-M Steel Wall

D = disconnuous weld, a = 010% of length (3.94" per 3.28over the whole pile length + (500 mm)connuous weld at

R = connuous weld, a = 0.23length 19.68" (500 mm)at to


32/82

SECTION

Dimensions


Seconal Area(per double)

in2

cm2

Mass

lb/kg/m

Moment ofInera

Elasc Secon

ModulusRadius ofGyraon Coang Area

w

in

mm

h

in

mm

t

in

mm

s

in

mm

y-y

in4

cm4

y-y

in3

cm3

y-y

incm

2/m2/m

AZ 14-77030.31770

13.56344.5

0.3759.5

0.3759.5

31.40202.6

106.84159.0

862.235890

127.22085

5.2413.31

6.101.85

AZ 19-70027.56700

16.56420.5

0.3759.5

0.3759.5

31.59203.8

107.52160.0

1324.555130

159.82620

6.4716.44

6.101.86

AZ 26-70027.56700

18.11460.0

0.48012.2

0.48012.2

40.63262.1

138.24205.7

2008.783610

221.83635

7.0317.86

6.331.93

AZ - Intermediary Piles



33/82

SECTION

Dimensions

Suitable King Pile

Seconal

Area

in2

cm2

Mass

lb/

kg/m

Moment ofInera

Elasc Secon

ModulusCoated A

h

in

mm

b

in

mm

a

in

mm

ay

in

mm

y-y

in4

cm4

z-z

in4

cm4

y-y

in3

cm3

z-z

in3

cm3

Waterside

2/

m2

/m

RZD 162.4361.8

3.1980.5

-1.2431.5

HZ 880M / 1080M / 1180M A-B3.2120.7

10.8916.2

1.457

2.394

1.118

1.322

0.390.12

RZU 162.4361.8

3.1980.5

-1.5138.3

HZ 880M / 1080M / 1180M A-B3.1620.4

10.8216.1

1.668

2.394

1.118

1.322

0.260.08

RH 162.4361.8

2.6968.2

0.4812.2

1.2832.5

HZ 880M / 1080M / 1180M A-B3.1220.1

10.7516.0

2.083

1.354

1.525

1.016

0.330.10

RZD 182.6567.3

3.3585.0

-1.4135.9

HZ 1180M C-D3.5723.0

12.1618.1

1.978

2.6110

1.322

1.525

0.390.12

RZU 182.6567.3

3.3585.0

-1.6642.1

HZ 1180M C-D3.5022.6

12.0317.9

2.292

2.6110

1.322

1.525

0.300.09

RH 20 2.6567.3 3.1279.2 0.5614.2 1.4436.5 HZ 1180M C-D 3.9125.2 13.4420.0 2.9122 2.188 2.033 1.322 0.360.11

Without other specicaons, all the connectors are oered in Grade S 430 GP.

Connectors

HZ

HZ-M Steel Wall


34/82

SECTION

PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION

SeconalArea

in2/cm2/m

Moment ofInera

in4/cm4/m

*Elasc Secon

Modulus

in3/cm3/m

**Elasc Secon

Modulus

in3/cm3/m

*** AZ 14-770 Coang Area

lAZ = 60% lHZ

lb/2

kg/m2

lAZ = 80% lHZ

lb/2

kg/m2

lAZ = lHZ

lb/2

kg/m2

Waterside

2/m2/m

Landside

2/m2/m

HZ 680M LT11.45242.4

871.7119038

65.53521.5

74.33994.6

31.38153.21

35.17171.71

38.95190.17

8.092.466

14.664.468

HZ 880M A12.25265.4

1581.7215994

89.84827.9

102.95532.2

34.10166.49

37.89184.99

41.68203.50

8.092.466

15.954.862

HZ 880M B12.97281.0

1708.2233269

97.65247.3

109.85903.2

36.58178.60

40.37197.10

44.15215.56

8.102.469

15.964.865

HZ 880M C13.30288.2

1794.0244985

102.35500.0

114.96177.4

37.70184.07

41.49202.57

45.28221.08

8.102.469

15.964.865

HZ 1080M A14.07304.9

2963.8404731

131.77080.6

147.77940.8

40.30196.76

44.09215.27

47.89233.82

8.082.463

17.365.291

HZ 1080M B

14.60316.3

3194.3436208

141.97629.0

158.28505.3

42.09205.50

45.89224.05

49.68242.56

8.082.463

17.365.291

HZ 1080M C15.55336.9

3471.9474116

154.58306.4

170.79177.4

45.32221.27

49.11239.77

52.91258.33

8.082.463

17.375.294

HZ 1080M D16.32353.6

3742.8511110

166.28935.4

182.99833.3

47.94234.06

51.73252.57

55.52271.07

8.092.466

17.375.294

HZ 1180M A16.93366.8

3946.4538913

174.69387.0

192.210333.3

50.03244.27

53.82262.77

57.61281.28

8.092.466

17.375.294

HZ 1180M B17.32375.3

4125.0563303

182.69817.1

200.010752.6

51.37250.81

55.16269.31

58.95287.82

8.092.466

17.395.300

HZ 1180M C18.08391.7

4387.2599108

192.910370.9

212.311413.9

53.82262.77

57.67281.57

61.53300.41

8.142.481

17.425.310

HZ 1180M D 18.68404.7

4593.6627294

202.510887.0

220.811870.9

55.87272.78

59.73291.63

63.59310.47

8.162.487

17.435.313

* Referring outside of HZ-M-ange (v2), ** Referring outside of connector (v

3), *** Length of connectors = Length of AZ.

Combinaon HZM-12 / AZ 14-770


81.38 in.2067.1 mm


35/82

SECTION

PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTIO

SeconalArea

in2/cm2/m

Moment ofInera

in4/cm4/m

*Elasc Secon

Modulus

in3/cm3/m

**Elasc Secon

Modulus

in3/cm3/m

*** AZ 14-770 Coang A

lAZ = 60% lHZ

lb/2

kg/m2

lAZ = 80% lHZ

lb/2

kg/m2

lAZ = lHZ

lb/2

kg/m2

Waterside

2/m2/m

HZ 680M LT12.29260.1

1008.5137720

85.34586.0

76.14091.4

33.02161.22

37.43182.75

41.84204.28

8.092.466

HZ 880M A13.09283.6

1820.1248550

114.96177.4

105.85688.1

35.73174.45

40.15196.03

44.56217.56

8.092.466

HZ 880M B13.81299.2

1942.0265196

122.06559.1

112.96069.9

38.19186.46

42.60208.00

47.01229.52

8.102.469

HZ 880M C14.14306.4

2026.9276790

126.86817.2

117.96338.7

39.31191.93

43.72213.46

48.13234.99

8.102.469

HZ 1080M A14.92323.3

3361.5459040

162.88752.6

152.88215.0

41.94204.77

46.36226.35

50.78247.93

8.082.463

HZ 1080M B15.44

334.5

3586.0

489698

172.7

9284.9

162.9

8758.0

43.70

213.36

48.13

234.99

52.55

256.57

8.08

2.463

HZ 1080M C16.39355.1

3860.5527183

184.99940.8

175.59435.4

46.93229.13

51.35250.71

55.77272.29

8.082.463

HZ 1080M D17.16371.8

4129.2563876

196.310553.7

187.710091.3

49.55241.92

53.97263.50

58.39285.08

8.092.466

HZ 1180M A17.77385.0

4331.0591434

204.310983.8

196.910586.0

51.64252.13

56.06273.71

60.47295.24

8.092.466

HZ 1180M B18.13392.8

4495.5613897

211.311360.1

204.410989.2

52.88258.18

57.30279.76

61.72301.34

8.092.466

HZ 1180M C19.13414.5

4859.1663550

226.112155.8

218.411741.9

55.81272.49

60.45295.14

65.09317.80

8.142.481

HZ 1180M D 19.68426.4

5035.9687693

233.512553.7

226.412172.0

57.68281.62

62.32304.27

66.96326.93

8.162.487

* Referring outside of HZ-M-ange (highest value of v1; v

2), ** Referring outside of connector (highest value of v

3; v



HZ

HZ-M Steel Wall

81.38 in.2067.1 mm


36/82

SECTION


SeconalArea

in2/cm2/m

Moment ofInera

in4/cm4/m

*Elasc Secon

Modulus

in3/cm3/m

**Elasc Secon

Modulus

in3/cm3/m


lAZ = 60% lHZ

lb/2

kg/m2

lAZ = 80% lHZ

lb/2

kg/m2

lAZ = lHZ

lb/2

kg/m2

Waterside

2/m2/m

Landside

2/m2/m

HZ 680M LT14.73311.8

1315.0179575

104.15596.8

93.55026.9

43.98214.73

47.06229.77

50.14244.80

9.802.987

16.435.008

HZ 880M A16.04347.5

2467.6336971

146.87892.4

135.97306.4

48.42236.41

51.51251.49

54.59266.53

9.812.990

17.735.404

HZ 880M B17.21372.9

2666.1364078

158.88537.6

147.67935.4

52.39255.79

55.47270.83

58.55285.86

9.832.996

17.755.410

HZ 880M C17.74384.4

2804.8383018

166.68956.9

155.58360.2

54.22264.72

57.30279.76

60.38294.80

9.832.996

17.755.410

HZ 1080M A19.03412.3

4712.4643517

217.611698.9

204.811010.7

58.57285.96

61.67301.10

64.76316.19

9.782.981

19.135.831

HZ 1080M B19.88

430.7

5079.2

693606

233.9

12575.2

221.2

11892.4

61.45

300.02

64.55

315.16

67.64

330.25

9.79

2.984

19.14

5.834

HZ 1080M C21.41463.9

5525.4754539

254.113661.2

241.612989.2

66.68325.56

69.77340.65

72.86355.73

9.802.987

19.155.837

HZ 1080M D22.66491.0

5962.8814269

273.014677.3

261.414053.7

70.94346.36

74.02361.40

77.11376.48

9.802.987

19.155.837

HZ 1180M A23.65512.4

6290.6859033

286.415397.8

276.314854.7

74.32362.86

77.41377.95

80.49392.98

9.812.990

19.155.837

HZ 1180M B24.25525.4

6558.9895672

297.916016.0

288.415505.3

76.35372.77

79.43387.81

82.52402.90

9.822.993

19.185.846

HZ 1180M C25.57554.0

7028.7959827

317.717080.5

307.116510.6

80.73394.16

83.87409.49

87.00424.77

9.873.008

19.235.861

HZ 1180M D 26.45573.1

7314.9998910

329.917736.4

320.117209.6

83.75408.90

86.89424.23

90.02439.51

9.913.021

19.265.870



3; v




99.92 in.2538.0 mm


37/82

SECTION


SeconalArea

in2/cm2/m

Moment ofInera

in4/cm4/m

*Elasc Secon

Modulus

in3/cm3/m

**Elasc Secon

Modulus

in3/cm3/m

*** AZ 14-770 Coang A

lAZ = 60% lHZ

lb/2

kg/m2

lAZ = 80% lHZ

lb/2

kg/m2

lAZ = lHZ

lb/2

kg/m2

Waterside

2/m2/m

HZ 680M LT15.48327.7

1430.0195279

121.06505.4

107.95801.1

45.50222.15

49.09239.68

52.68257.20

9.802.987

HZ 880M A16.79363.8

2669.1364487

168.69064.5

155.38349.4

49.95243.88

53.54261.40

57.14278.98

9.812.990

HZ 880M B17.95388.9

2866.2391403

180.29688.1

166.78962.3

53.92263.26

57.51280.79

61.10298.31

9.832.996

HZ 880M C18.49400.6

3004.5410289

188.010107.5

174.89397.8

55.75272.19

59.34289.72

62.93307.25

9.832.996

HZ 1080M A19.78428.6

5050.9689741

244.813161.2

229.712349.4

60.11293.48

63.71311.06

67.32328.68

9.782.981

HZ 1080M B20.63

447.0

5416.8

739708

261.1

14037.5

246.4

13247.2

62.99

307.54

66.59

325.12

70.20

342.74

9.79

2.984

HZ 1080M C22.16480.1

5861.1800381

280.915102.1

266.514327.9

68.21333.03

71.81350.61

75.41368.18

9.802.987

HZ 1080M D23.41507.2

6297.4859962

299.616107.4

286.415397.8

72.47353.83

76.06371.36

79.66388.93

9.802.987

HZ 1180M A24.40528.7

6624.2904589

312.816817.1

301.316198.8

75.85370.33

79.45387.91

83.04405.43

9.812.990

HZ 1180M B25.00541.7

6892.1941173

324.217430.0

313.516854.7

77.88380.24

81.47397.77

85.07415.35

9.822.993

HZ 1180M C26.50574.2

7442.71016362

347.518682.7

335.618042.9

82.64403.48

86.42421.94

90.19440.34

9.873.008

HZ 1180M D 27.39593.5

7728.11055335

359.619333.2

348.618741.8

85.66418.23

89.44436.68

93.21455.09

9.913.021



3; v



HZ

HZ-M Steel Wall

99.92 in.2538.0 mm


38/82

SECTION


SeconalArea

in2/cm2/m

Moment ofInera

in4/cm4/m

*Elasc Secon

Modulus

in3/cm3/m

**Elasc Secon

Modulus

in3/cm3/m


lAZ = 60% lHZ

lb/2

kg/m2

lAZ = 80% lHZ

lb/2

kg/m2

lAZ = lHZ

lb/2

kg/m2

Waterside

2/m2/m

Landside

2/m2/m

HZ 680M LT12.31260.6

1007.9137638

75.74069.9

85.84612.9

33.72164.63

37.80184.55

41.88204.47

8.122.475

14.694.478

HZ 880M A13.17285.4

1769.6241653

100.55403.2

115.16188.1

36.64178.89

40.72198.81

44.81218.78

8.132.478

15.994.874

HZ 880M B13.94302.0

1905.1260157

108.85849.4

122.66591.4

39.29191.83

43.37211.75

47.45231.67

8.142.481

15.994.874

HZ 880M C14.30309.8

1997.1272720

113.96123.6

128.06881.7

40.50197.74

44.58217.66

48.66237.58

8.132.478

15.994.874

HZ 1080M A15.13327.8

3252.7444183

144.57768.8

162.08709.6

43.29211.36

47.38231.33

51.48251.35

8.112.472

17.405.304

HZ 1080M B15.69

340.0

3500.0

477954

155.5

8360.2

173.4

9322.5

45.21

220.73

49.31

240.75

53.40

260.72

8.12

2.475

17.40

5.304

HZ 1080M C16.71362.1

3797.5518580

169.09086.0

186.710037.6

48.67237.63

52.76257.60

56.85277.56

8.122.475

17.405.304

HZ 1080M D17.53379.8

4087.8558223

181.49752.6

199.910747.2

51.49251.39

55.57271.25

59.66291.28

8.122.475

17.415.307

HZ 1180M A18.19394.1

4306.1588033

190.510241.9

209.711274.1

53.73262.33

57.81282.25

61.90302.22

8.122.475

17.415.307

HZ 1180M B18.61403.2

4497.6614184

199.010698.9

218.111725.7

55.16269.31

59.24289.23

63.33309.20

8.132.478

17.425.310

HZ 1180M C19.42420.8

4778.7652571

210.111295.6

231.312435.4

57.78282.11

61.94302.42

66.10322.73

8.172.490

17.455.319

HZ 1180M D 20.07434.9

4999.8682764

220.411849.4

240.312919.3

59.99292.90

64.14313.16

68.30333.47

8.192.496

17.475.325

* Referring outside of HZ-M-ange (v2), ** Referring outside of connector (v




75.87 in.1927.1 mm


39/82

SECTION


SeconalArea

in2/cm2/m

Moment ofInera

in4/cm4/m

*Elasc Secon

Modulus

in3/cm3/m

**Elasc Secon

Modulus

in3/cm3/m

*** AZ 19-700 Coang A

lAZ = 60% lHZ

lb/2

kg/m2

lAZ = 80% lHZ

lb/2

kg/m2

lAZ = lHZ

lb/2

kg/m2

Waterside

2/m2/m

HZ 680M LT13.21279.6

1154.7157685

97.75252.7

87.04677.4

35.47173.18

40.22196.37

44.97219.56

8.122.475

HZ 880M A14.07304.9

2025.2276558

127.96876.3

117.76327.9

38.39187.44

43.14210.63

47.90233.87

8.132.478

HZ 880M B14.84321.5

2155.8294392

135.47279.5

125.46741.9

41.02200.28

45.77223.47

50.52246.66

8.142.481

HZ 880M C15.20329.3

2247.0306846

140.47548.3

130.77026.8

42.22206.13

46.97229.33

51.722

Documents

Skylinesteel Sheetpile Handbook