skylinesteel brochure (micros y anclajes)

8/20/2019 Skylinesteel Brochure (Micros y Anclajes)

1/82Unmatched Product Range Material Availability Manufacturing Capabili es Innova ve Applica ons and Engineering Exper se

2015 Editon

Technical Product Manual


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

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

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

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

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

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

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

Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15Pipe-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 Solu ons . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61

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

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

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

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

Structural Sec ons . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75

Table of Contents


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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 in 2 = 6.4516 cm 2 1 cm 2 = 0.1550 in2

1 2 = 0.0929 m 2 1 m 2 = 10.7639 2

1 in 3 = 16.3870 cm 3 1 cm 3 = 0.0610 in3

1 3 = 0.0283 m 3 1 m 3 = 35.3149 3

1 in 2/ . = 21.166 cm 2/m 1 cm 2/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/in 2 = 0.6897 N/cm 2 1 N/cm 2 = 1.4499 lb/in 2

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

1 lb/in 3 = 0.2715 N/cm 3 1 N/cm 3 = 3.6827 lb/in 3

1 lb/ 3 = 157.1420 N/m 3 1 N/m 3 = 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/m 2 1 kg/m 2 = 0.2048 lb/ 2

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

Moment of Iner a 1 in 4 = 41.6228 cm 4 1 cm 4 = 0.0240 in4

1 in 4/ = 136.5582 cm 4/m 1 cm 4/m = 0.0073 in4/

Sec on Modulus 1 in 3 = 16.3870 cm 3 1 cm 3 = 0.0610 in3

1 in 3/ = 53.7631 cm 3/m 1 cm 3/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


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6/82

Miami, FL

St. Catharines, ON

Wichita, KS

SeeSheePe


7/82

SECTION

Width(w)

in(mm)

Height(h)

in(mm)

THICKNESS CrossSec onal

Area

in2/(cm2/m)

WEIGHT SECTION MODULUS

Momentof Iner a

in4/(cm4/m)

COATING A

Flange(t f )

in(mm)

Wall(tw)

in(mm)

Pile

lb/(kg/m)

Wall

lb/ 2(kg/m2)

Elas c

in3/(cm3/m)

Plas c

in3/(cm3/m)

BothSides

2/ of single(m2/m)

2

PZ 22 22.05599.0229

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 27 18.045712.0305

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 35 22.657514.9378

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 40 19.750016.1409

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

NZ/NZ/PZ Hot Rolled Steel She

h

W W

t w

t f

SECTION

Width(w)

in(mm)

Height(h)

in(mm)

THICKNESS

CrossSec onal

Area

in2/(cm2/m)


Momentof Iner a

in4/(cm4/m)

COATING A

Flange(t f )

in(mm)

Web(tw)

in(mm)

Pile

lb/(kg/m)

Wall

lb/ 2(kg/m2)

Elas c

in3/(cm3/m)

Plas c

in3/(cm3/m)

BothSides

2/ of single(m2/m)

NZ 19 27.5670016.14

4100.375

9.50.375

9.57.07149.6

5582

24.05117.44

35.081886

41.332222

283.138661

6.181.88


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NZ/PZNZ/PZ Hot Rolled Steel Sheet Pile

Available Steel Grades

ASTM

NZ/PZ

YIELD STRENGTH

(ksi) (MPa)

A 328 39 270

A 572 Grade 50 50 345

A 572 Grade 60 60 415

A 588 50 345

A 690 50 345

PZ Corner and Junc on Piles

Delivery Condi ons & Tolerances

ASTM A 6

Mass ± 2.5%

Length + 5 inches – 0 inches

Maximum Rolled Lengths *

NZ 90.0 feet 27.4 m

PZ 85.0 feet for singles70.0 feet for pairs

25.9 m for singles21.3 m for pairs

* Longer lengths may be possible upon request.

FC - MC -α

α α

α

4"

101.6 mm

4"

101.6 mmLength of T and Angle Varies

Female or Male CornerT Pile

NZ Corner Piles

C 14Grade: S 355 GPWeight: 9.68 lb/

(14.4 kg/m)

Omega 18Grade: S 430 GPWeight: 12.10 lb/

(18.0 kg/m)

E 22Grade: S 355 GPWeight: 6.87 lb/

(10.2 kg/m)

Delta 13Grade: S 355 GPWeight: 8.73 lb/

(13.0 kg/m)

~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)


9/82

SECTION

Width(w)

in(mm)

Height(h)

in(mm)

THICKNESS

CrossSec onal

Area

in2/(cm2/m)


Momentof Iner a

in4/(cm4/m)

COATING A

Flange(t f )

in(mm)

Web(tw)

in(mm)

Pile

lb/(kg/m)

Wall

lb/ 2(kg/m2)

Elas c

in3/(cm3/m)

Plas c

in3/(cm3/m)

BothSides

2/ of single(m2/m)

AZ 12-700 27.5670012.36

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 27.56700

12.40315

0.3759.5

0.3759.5

6.36134.7

49.7274.0

21.65105.7

24.31305

28.61540

150.420540

5.611.71

AZ 13-700-10/10 27.5670012.42

3160.39410.0

0.39410.0

6.63140.4

51.8577.2

22.58110.2

25.21355

29.81600

156.521370

5.611.71

AZ 14-700 27.5670012.44

3160.41310.5

0.41310.5

6.90146.1

53.9680.3

23.50114.7

26.11405

31.01665

162.522190

5.611.71

AZ 12-770 30.3177013.52343.5

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 30.3177013.54344.0

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 30.3177013.56344.5

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 30.3177013.58

3450.39410.0

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 27.5670016.52419.5

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 27.5670016.54420.0

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 27.5670016.58

4210.39410.0

0.39410.0

7.18152.0

56.1183.5

24.43119.3

36.21945

42.72296

299.940960

6.101.86

AZ 26 24.8063016.81427.0

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 27.5670018.07459.0

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 27.5670018.11460.0

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 27.5670018.15461.0

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 27.5670018.07459.0

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 27.5670018.11

4600.53113.5

0.39410.0

8.33176.4

65.1196.9

28.37138.5

48.42600

56.13015

437.859790

6.301.92

AZ 28-700N 27.5670018.15

4610.57114.5

0.43311.0

8.95189.5

69.95104.1

30.46148.7

51.42765

59.93220

466.563700

6.301.92

AZ 36-700N27.56

70019.65499.0

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 38-700N 27.5670019.69500.0

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 27.5670019.72501.0

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 27.5670019.65499.0

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 27.5670019.69500.0

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 27.5670019.72501.0

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 46 22.8358018.94481.0

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 22.8358018.98482.0

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 22.8358019.02483.0

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 She


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

Maximum Rolled Lengths*

AZ 101.7 feet (31.0 m)

E 22 59.1 feet (18.0 m)

C 14 59.1 feet (18.0 m)

Delta 13 55.8 feet (17.0 m)

Omega 18 52.0 feet (16.0 m)


C 14Grade: S 355 GPWeight: 9.68 lb/

(14.4 kg/m)

Omega 18Grade: S 430 GPWeight: 12.10 lb/

(18.0 kg/m)

E 22Grade: S 355 GPWeight: 6.87 lb/

(10.2 kg/m)

Delta 13Grade: S 355 GPWeight: 8.73 lb/

(13.0 kg/m)

AZAZ Hot Rolled Steel Sheet Pile

~0.98"~(25 mm)

~0.98"~(25 mm)

~2.76"~(70 mm)

~1.18"~(30 mm)

~1.18"~(30 mm)

~0.59"~(15 mm)

~0.79"~(20 mm)

Delivery Forms

Single PilePosi on A

Double PileForm I Standard

Single PilePosi on B Double PileForm II on Request


11/82

SECTION

Width(w)

in(mm)

Height(h)

in(mm)

Thickness(t)

in(mm)

CrossSec onal

Area

in2/(cm2/m)


Momentof Iner a

in4/(cm4/m)

COATING

Pile

lb/(kg/m)

Wall

lb/ 2(kg/m2)

Elas c

in3/(cm3/m)

Plas c

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 16 28.50723.910.00254.0

0.2767.0

4.6297.79

37.3755.61

15.7376.82

15.75847

17.97965.9

78.7310751

6.101.86

SCZ 17N 28.50723.910.00254.0

0.2957.5

4.95104.78

40.0359.58

16.8682.32

16.87907

19.211033

84.3511519

6.101.86

SCZ 18N 28.50723.910.00254.0

0.3178.1

5.31112.39

42.9463.91

18.0888.28

18.10973

20.611108

90.4812356

6.101.86

SCZ 21N 28.50723.910.00254.0

0.3759.5

6.29133.06

50.8475.66

21.41104.54

21.431152

24.401312

107.1314629

6.101.86

SKZ 20 28.50723.916.00406.4

0.3158.0

6.00136.20

48.2471.79

20.3199.17

31.691704

36.661970.97

253.5134618

7.602.32

SKZ 22 28.50723.916.00406.4

0.3358.5

6.30145.40

51.3076.34

21.60105.46

33.431797

38.942093.55

267.4036515

7.602.32

SKZ 23 28.50723.916.00406.4

0.3549.0

6.70162.50

54.2080.66

22.82111.42

35.611915

41.122210.75

284.9038905

7.602.32

SKZ 24 28.50

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 31 28.50723.918.00457.2

0.45011.4

9.07192.04

73.82109.85

31.08151.75

51.562772

60.513253.29

464.0563369

8.062.46

SKZ 33 28.50723.918.00457.2

0.47512.1

9.40198.97

77.64115.54

32.69159.61

54.892951

63.573417.68

494.0367462

8.062.46

SKZ 34 28.50723.918.00457.2

0.50012.7

9.89209.25

81.42121.17

34.28167.38

57.623098

66.863594.60

518.6270821

8.062.46

SKZ 36 28.50723.918.00457.2

0.53513.6

10.78228.10

86.81129.19

36.55178.46

60.713264

71.583848.17

546.4374619

8.062.46

SKZ 38 28.50723.918.00457.2

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

S C Z 1 4

S C Z 1 6

S C Z 1 7 N

S C Z 1 8 N

S C Z 2 1 N

S K Z 2 0

S K Z 2 2

S K Z 2 3

S K Z 2 4

S K Z 2 5

S K Z 3 1

S K Z 3 3

S K Z 3 4

S K Z 3 6

S K Z 3 8

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 Compa bility


12/82

SCZ/SKZSCZ/SKZ Cold Formed Steel Sheet Pile


Maximum Rolled Lengths *

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

Twis ng (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)


13/82

SECTION

Width(w)

in(mm)

Height(h)

in(mm)

Thickness(t)

in(mm)

CrossSec onal

Area

in2/(cm2/m)


Momentof Iner a

in4/(cm4/m)

COATING

Pile

lb/(kg/m)

Wall

lb/ 2(kg/m2)

Elas c

in3/(cm3/m)

Plas c

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 10 21.655503.54

900.177

4.52.8359.90

17.4025.90

9.6347.00

2.88155

3.67197.23

5.09695

4.231.29

SKL 12 21.655503.54

900.217

5.53.4372.60

21.1031.40

11.6757.00

3.53190

4.42237.66

6.22850

4.231.29

SKS 11 27.567005.91150

0.1975.0

3.2969.60

25.6938.23

11.2655.00

6.34341

7.54405.36

18.672550

5.871.79

SKS 13 27.567005.91150

0.2175.5

3.6176.40

28.2242.00

12.2960.00

6.98375

8.44454.03

20.482810

5.871.79

SKS 14 27.567005.91150

0.2506.4

4.1788.20

32.5848.49

14.1969.27

8.05433

9.48509.87

23.783247

5.871.79

SKS 16 27.567005.91150

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 Compa bility

l Interlock compa ble Interlock not compa ble


14/82

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

Twis ng (V) 2% of the length


15/82

SECTION

Width*(w)

in(mm)

Web(tw)

in(mm)

MaximumInterlockStrength

k/in(kN/m)

AllowableInterlock

Rota on**(α)

Degrees

CrossSec onal

Area

in2/(cm2/m)

WEIGHT Elas c Sec on

Modulus

in3/sheet(cm3/sheet)

Momentof Iner a


COATING AR

Pile

lb/(kg/m)

Wall

lb/ 2(kg/m2)

BothSides

2/ of single(m2/m)

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 construc on and layout drawings. ** The mill guarantees 4.5 degrees of interlock rota on for piles < 20 m. in length. For piles > 20 m. in length, the guaranteed rota on is 4 degrees.

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

PS/PS/AS Hot Rolled Steel She

SECTION

Width(w)

in(mm)

Web(tw)

in(mm)

MaximumInterlockStrength

k/in(kN/m)

MinimumCell

Diameter †

(m)

CrossSec onal

Area

in2/(cm2/m)

WEIGHT Elas c Sec on

Modulus


Momentof Iner a


COATING AR

Pile

lb/(kg/m)

Wall

lb/ 2(kg/m2)

BothSides

2/ of single(m2/m)

S2/(

PS 27.5 19.69500 0.410.2 203500 309.14 8.09171.2 45.167.1 27.5134.3 3.354 5.3221 3.651.11

PS 31 19.695000.512.7

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.


16/82

PS/ASPS/AS Hot Rolled Steel Sheet Pile


PS AS

AMERICAN AMERICAN CANADIAN EUROPEAN

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

CSA G40.21YIELD STRENGTH

EN 10248YIELD STRENGTH

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

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

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

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

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

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

A 572 Grade 65 65 450 S 430 GP 62 430

A 690 50 345

A 690 57 390

Junc on Piles


ASTM A 6 EN 10248

Mass ± 2.5% ± 5%


Height ± 5 mmThickness ± 6%

Width ± 2%




PS 65 feet (19.8 m)

AS 101.7 feet (31.0 m)


Y Pile

90° T Pile

120° Y Pile90°

30° - 45°

120°9.84"

(250 mm)

9.84"(250 mm)

9.84"(250 mm)

9.84"(250 mm)

10.16"(258 mm)

5.91"(150 mm)


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. Theconnector is the third component and is welded to or interlocked with the king pile and connects the king pile to the sheetpile. The intermediary sheet piles transfer the soil and water pressures to the king piles, which carry most of the load. Thesheet piles are usually shorter, varying from 60% to 100% of the length of the king pile. The king piles are o en designed tocarry substan al ver cal loads in addi on to the normal bending loads.

There are a wide variety of HZ®-M and Pipe solu ons which give the designer a great deal of exibility. Each type ofsystem, beam and pipe, has their own advantages. The HZ ®-M system is fully interlocking and does not rely on any weldedconnec ons. The HZ®-M system also has a shallower depth than the pipe system which reduces the encroachment intowaterways. The Pipe-Z system has a much greater range of strengths than the HZ ®-M system because of the very large pipesthat can be manufactured for the system. It also usually has higher strength to weight and s ness to weight ra os than theHZ®-M system. Whichever system is chosen, the engineer can rest assured that both systems have proven themselves onlarge infrastructure projects around the world.

Applica ons of Combined Wall Systems

Combined wall systems provide an ideal solu on for applica ons such as: large capacity retaining walls with deepexcava ons, breakwaters, deep co erdams, and other structures that require retaining walls to resist large loads.


18/82

Miami, FL

Clewiston, FL

Sept-Îles, QC

W

S y s t e m s


19/82

PipPipe-Z Combined Wall Sy

Pipe AZ System

Pipe Piles as King Piles with AZ Sheet Piles

threading intoE22 Connectors

Pipe AZSystem

Combina onSample*

Sheet PileSec on

PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL

OutsideDiameter

inmm

WallThickness

inmm

PipeWeight

lb/kg/m

SystemWidth

inmm

SystemIner a

in4/cm 4/m

Sec onModulus

in3/cm 3/m

WEIGHT(Sheet Pile Length/Pipe Length)

CrossSec onal

Area

in2/cm 2/m

100%

lb/ 2kg/m 2

80%

lb/ 2kg/m 2

60%

lb/ 2kg/m 2

PAZ24/AZ14-770 AZ14-770 24609.60.250

6.463.4794.5

87.132213.10

30040952

25.01343.6

25.2122.9

21.9106.9

18.690.8

6.89145.9

PAZ24/AZ19-700 AZ19-700 24609.60.375

9.594.71140.9

81.622073.10

48065591

40.02151.9

31.6154.1

28.0136.9

24.5119.7

8.74185.0

PAZ24/AZ26-700 AZ26-700 24609.60.50012.7

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 24609.60.62515.9

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 30762.00.312

7.999.02147.4

93.132365.50

52471587

34.91878.9

28.1137.4

25.1122.4

22.0107.3

7.79165.0

PAZ30/AZ19-700 AZ19-700 30762.00.375

9.5118.76176.7

87.622225.50

70696394

47.12530.0

32.7159.7

29.4143.6

26.1127.6

9.11192.8

PAZ30/AZ26-700 AZ26-700 30762.00.50012.7

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 30762.00.62515.9

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 36914.40.375

9.5142.81212.5

99.132517.90

910124328

50.62719.3

31.7154.9

28.8140.8

26.0126.7

8.88188.0

PAZ36/AZ19-700 AZ19-700 36914.40.43811.1

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 36914.40.50012.7

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 36914.40.75019.1

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 421066.80.43811.1

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 421066.80.50012.7

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 421066.80.62515.9

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 421066.80.75019.1

330.72492.2

99.622530.35

2875393917

136.97366.3

61.8301.8

57.4280.3

53.0258.9

17.72375.1

* Addi onal combina ons are available upon request.

System Width


20/82

Pipe-ZPipe-Z Combined Wall Systems

Pipe AZ System

Pipe AZSystem

Combina onSample*

Sheet PileSec on

PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATI

OutsideDiameter

inmm

WallThickness

inmm

PipeWeight

lb/kg/m

SystemWidth

inmm

SystemIner a

in4/cm 4/m

Sec onModulus

in3/cm 3/m

WEIGHT(Sheet Pile Length/Pipe Length)

CrossSec onal

Area

in2/cm 2/m

BothSides of

Wall2/

m 2/m

100%

lb/ 2kg/m 2

80%

lb/ 2kg/m 2

60%

lb/ 2kg/m 2

PAZ48/AZ19-700 AZ19-700 481219.20.50012.7

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 481219.20.62515.9

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 481219.20.75019.1

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 541371.60.56314.3

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 541371.60.62515.9

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 541371.60.75019.1

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 601524.00.62515.9

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 601524.00.75019.1

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 601524.00.81320.6

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 661676.40.68817.5

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 661676.40.75019.1

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 661676.40.81320.6

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 721828.80.75019.1

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 721828.80.81320.6

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 721828.81.00025.4

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 781981.20.87522.2

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 781981.21.00025.4

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 842133.60.87522.2

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 842133.61.00025.4

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

* Addi onal combina ons are available upon request.


21/82

PipPipe-Z Combined Wall Sy


ASTMYield Strength PIPE SHEET PILE CONNECTORS

ksi MPa Spiralweld Rolled &Welded AZ E22

A 139 Grade A 30 205 ✔ ✔

A 139 Grade B 35 240 ✔ ✔

A 139 Grade C 42 290 ✔ ✔

A 139 Grade D 46 315 ✔ ✔

A 139 Grade E 52 360 ✔ ✔

A 252 Grade 1 30 205 ✔ ✔

A 252 Grade 2 35 240 ✔ ✔

A 252 Grade 3 45 310 ✔ ✔

A 252 Grade 3 (Mod) 50 - 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. Addi onal grades available upon request.Please call with any ques ons 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 sec ons are readily spliced for longer lengths.



ASTM

PIPE

Spiralweld Rolled & Welded

ASTM ASTM

Outside Diameter ± 1% ± 1%

Weight/Thickness - 5% PerSpeci ca on

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



Twis ng


23/82

HZ®HZ®-M Steel Wall S

> Fully Interlocking System

> Hundreds of Combina ons

> Backside Connectors forExtra Strength


24/82

HZ®-MHZ®-M Steel Wall Systems

SECTION

DIMENSIONS

Suitable Connector

h

in

mm

h1in

mm

w

in

mm

tmaxin

mm

t

in

mm

s

in

mm

r

in

mm

HZ 680M LT 24.87631.823.62599.9

18.11460

1.1429.00

0.6716.9

0.5514.0

0.7920 RZDU 16 RH 16

HZ 880M A 32.73831.331.63803.4

18.03458

1.1428.96

0.7418.8

0.5113.0

0.7920 RZDU 16 RH 16

HZ 880M B 32.73831.331.79807.4

18.11460

1.1428.96

0.8220.8

0.5915.0

0.7920 RZDU 16 RH 16

HZ 880M C 32.73831.331.95811.4

18.11460

1.1428.96

0.9022.9

0.5915.0

0.7920 RZDU 16 RH 16

HZ 1080M A 42.331075.341.241047.4

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 C 42.331075.341.711059.4

17.95456

1.1428.96

1.0125.7

0.7118.0

1.3835 RZDU 16 RH 16

HZ 1080M D 42.331075.342.021067.4

17.99457

1.2130.73

1.1729.7

0.7519.0

1.3835 RZDU 16 RH 16

HZ 1180M A 42.341075.4 -18.03

4581.3634.54

1.2231.0

0.7920.0

1.3835 RZDU 16 RH 16

HZ 1180M B 42.501079.4 -18.03

4581.4436.58

1.3033.0

0.7920.0

1.3835 RZDU 16 RH 16

HZ 1180M C 42.651083.4 -18.07

4591.5238.60

1.3835.1

0.8321.0

1.3835 RZDU 18 RH 20

HZ 1180M D 42.811087.4 -18.11

4601.6040.64

1.4637.1

0.8722.0

1.3835 RZDU 18 RH 20

HZ®-M - King Pile


25/82


SECTION

PROPERTIES PER SOLUTION

Coa ng ADimensions

Sec onal Area

in2

cm 2

Mass

lb/kg/m

Moment of Iner a Elas c Sec on Modulus

v1in

mm

v2in

mm

v3in

mm

v4in

mm

u

inmm

y-y

in4

cm 4

z-z

in4

cm 4

y-y*

in3

cm 3

y-y**

in3

cm 3

z-z

in3

cm 3

Waterside2/

m 2/m

HZ 680M LT 11.81299.9 -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 A 15.82401.7 -16.36415.7 -

9.02229.0

45.82295.6

155.92232.0

8571.4356770

960.839990

541.98880 -

106.51745

1.510.459

HZ 880M B 15.89403.7 -16.36415.7 -

9.06230.0

50.87328.2

173.13257.6

9435.8392750

1027.542770

593.89730 -

113.51860

1.510.461

HZ 880M C 15.97405.7 -16.36415.7 -

9.06230.0

53.11342.7

180.76269.0

10012.7416760

1065.544350

627.010275 -

117.81930

1.510.461

HZ 1080M A 20.62523.7 -21.17537.7 -

8.94227.0

58.00374.2

197.39293.8

16943.9705260

944.939330

821.713465 -

105.91735

1.490.455

HZ 1080M B 20.74526.7 -21.17537.7 -

8.94227.0

61.63397.6

209.72312.1

18512.5770550

1016.542310

892.814630 -

113.81865

1.490.455

HZ 1080M C 20.85529.7 -21.17537.7 -

8.98228.0

68.14439.6

231.88345.1

20396.5848970

1080.244960

977.916025 -

120.21970

1.500.457

HZ 1080M D 21.01533.7 -21.17537.7 -

9.00228.5

73.41473.6

249.82371.8

22231.8925360

1127.746940

1058.217340 -

125.42055

1.500.457

HZ 1180M A 21.17537.7 -21.17537.7 -

9.02229.0

77.63500.8

264.18393.1

23617.8983050

1152.047950

1115.818285 -

127.82095

1.500.457

HZ 1180M B 21.25539.7 -21.25539.7 -

9.02229.0

80.46519.1

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 D 21.41543.7 -21.41543.7 -

9.06230.0

89.51577.5

304.63453.3

27991.51165100

1401.958350

1307.721430 -

154.72535

1.530.460

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

Solu on 100


26/82


SECTION


Coa ng AreaDimensions

Sec onal Area

in2

cm 2

Mass

lb/kg/m


v1in

mm

v2in

mm

v3in

mm

v4in

mm

u

inmm

y-y

in4

cm 4

z-z

in4

cm 4

y-y*

in3

cm 3

y-y**

in3

cm 3

z-z

in3

cm 3

Waterside2/

m 2/m

Landside2/

m 2/m

HZ 680M LT 11.96303.711.66296.2

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 A 15.99406.215.64397.2

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 B 16.07408.115.72399.3

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 C 16.14409.915.81401.5

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 A 20.79528.220.44519.2

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 B 20.92531.420.55522.0

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 C 21.02533.920.69525.5

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 D 21.17537.620.86529.8

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 A 21.32541.421.02534.0

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 B 21.44544.521.06534.9

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 D 21.67550.421.14537.0

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


Solu on 102


27/82


SECTION


Coa ng Dimensions

Sec onal Area

in2

cm 2

Mass

lb/kg/m


v1in

mm

v2in

mm

v3in

mm

v4in

mm

u

inmm

y-y

in4

cm 4

z-z

in4

cm 4

y-y*

in3

cm 3

y-y**

in3

cm 3

z-z

in3

cm 3

Waterside2/

m 2/m

HZ 680M LT 11.81299.9 -12.44315.9 -

9.06230.0

39.48254.7

134.33199.9

4185.1174380

862.335930

354.75815 -

95.21560

1.570.478

HZ 880M A 15.82401.7 -16.36415.7 -

9.02229.0

44.83289.2

152.57227.0

8313.6346040

895.937290

525.78615 -

99.51630

1.570.478

HZ 880M B 15.89403.7 -16.36415.7 -

9.06230.0

49.80321.3

169.47252.2

9153.8381010

956.239800

576.19440 -

105.61730

1.580.481

HZ 880M C 15.97405.7 -16.39415.7 -

9.06230.0

52.04335.7

177.01263.6

9730.8405030

994.241380

609.39985 -

109.81800

1.580.480

HZ 1080M A 20.62523.7 -21.17537.7 -

8.94227.0

57.04368.0

194.10288.9

16518.6687560

882.436730

801.213130 -

98.91620

1.550.473

HZ 1080M B 20.74526.7 -21.17537.7 -

8.94227.0

60.55390.6

206.06306.7

18038.5750820

947.339430

869.914255 -

105.91735

1.560.475

HZ 1080M C 20.85529.7 -21.17537.7 -

8.98228.0

67.06432.7

228.22339.6

19922.3829230

1010.342050

955.315655 -

112.61845

1.560.476

HZ 1080M D 21.01533.7 -21.17537.7 -

9.00228.5

72.33466.7

246.16366.3

21757.8905630

1057.644020

1035.616970 -

117.51925

1.560.477

HZ 1180M A 21.17537.7 -21.17537.7 -

9.02229.0

76.54493.8

260.49387.7

23139.9963160

1080.944990

1093.217915 -

119.91965

1.570.477

HZ 1180M B 21.25539.7 -21.25539.7 -

9.02229.0

79.03509.8

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 D 21.41543.7 -21.41543.7 -

9.06230.0

87.33563.4

297.20442.3

27009.11124210

1257.752350

1261.720675 -

138.82275

1.600.487


Solu on 104


28/82


SECTION



Sec onal Area

in2

cm 2

Mass

lb/kg/m


v1in

mm

v2in

mm

v3in

mm

v4in

mm

u1in

mm

u2in

mm

y-y

in4

cm 4

z-z

in4

cm 4

y-y*

in3

cm 3

y-y**

in3

cm 3

z-z

in3

cm 3

Waterside2/

m 2/m

Landside2/

m 2/m

HZ 680M LT 10.30261.713.31338.1

11.74298.1 -

9.05229.8

11.14282.9

46.33298.9

157.72234.7

5052.2210510

1470.561270

379.76225

430.77060

132.12165

2.040.621

8.622.623

HZ 880M A 14.02356.217.61447.2

15.37390.5 -

9.01228.9

11.14282.9

51.70333.5

175.93261.8

9868.7410770

1504.962640

560.59185

642.010520

135.22215

2.040.621

9.903.017

HZ 880M B 14.27362.517.51444.9

15.55394.9 -

9.05229.9

11.18283.9

56.71365.8

192.98287.2

10738.2446960

1573.265480

613.010045

690.811320

140.72305

2.050.624

9.913.019

HZ 880M C 14.41366.117.53445.3

15.61396.4 -

9.05229.9

11.18283.9

58.95380.3

200.61298.5

11320.8471210

1611.167060

645.310580

725.311885

144.02360

2.050.624

9.903.019

HZ 1080M A 18.72475.622.51571.8

20.07509.9 -

8.93226.9

11.06280.9

63.89412.2

217.43323.6

19207.5799480

1480.761630

853.113980

956.915680

133.92195

2.020.617

11.313.447

HZ 1080M B 18.96481.522.51571.9

20.19512.9 -

8.93226.9

11.06280.9

67.46435.2

229.58341.6

20767.9864430

1548.964470

922.415115

1028.616855

140.12295

2.030.618

11.313.447

HZ 1080M C 19.23488.522.48570.9

20.35516.8 -

8.97227.9

11.10281.9

73.97477.2

251.74374.6

22670.7943630

1616.967300

1008.716530

1114.318260

145.32390

2.030.619

11.323.449

HZ 1080M D 19.50495.322.53572.1

20.46519.6 -

8.99228.4

11.12282.4

79.24511.2

269.67401.3

24519.01020560

1666.969380

1088.717840

1198.819645

149.82455

2.030.620

11.323.449

HZ 1180M A 19.73501.222.61574.2

20.53521.5 -

9.01228.9

11.14282.9

83.46538.4

284.02422.7

25912.41078560

1693.070470

1146.318785

1262.020680

151.92490

2.040.621

11.323.449

HZ 1180M B 19.90505.522.60573.9

20.62523.8 -

9.01228.9

11.14282.9

86.12555.6

293.07436.1

27124.21129000

1758.173180

1200.319670

1315.421555

157.72585

2.040.622

11.333.454

HZ 1180M C19.90505.5

22.75577.9

20.66524.8 -

9.03229.4

11.16283.4

91.33589.2

310.81462.5

28917.91203660

1897.578980

1271.120830

1399.622935

170.02785

2.080.635

11.363.463

HZ 1180M D 20.13511.222.68576.2

20.81528.5 -

9.05229.9

11.18283.9

95.49616.1

324.96483.6

30333.21262570

1962.681690

1337.321915

1457.923890

175.42875

2.100.641

11.383.468


Solu on 12

Delivery Form

D = discon nuous 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) con nuous weld at top and toe

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


29/82


SECTION


Coa ng ADimensions

Sec onal Area

in2

cm 2

Mass

lb/kg/m


v1in

mm

v2in

mm

v3in

mm

v4in

mm

u1in

mm

u2in

mm

y-y

in4

cm 4

z-z

in4

cm 4

y-y*

in3

cm 3

y-y**

in3

cm 3

z-z

in3

cm 3

Waterside2/

m 2/m

HZ 680M LT 11.79299.511.83300.4

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 A 15.79401.115.84402.4

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 B 15.87403.115.92404.3

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 C 15.95405.116.00406.3

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 A 20.59522.920.65524.5

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 B 20.71526.020.77527.4

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 C 20.83529.020.88530.4

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 D 20.99533.121.04534.3

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 A 21.15537.121.19538.3

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 B 21.22539.121.27540.3

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 D 21.57547.821.25539.6

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


Solu on 14

Delivery Form

D = discon nuous weld, a = 0.210% of length (3.94" per 3.28’, over the whole pile length + 19(500 mm) con nuous weld at to

R = con nuous weld, a = 0.236"length 19.68" (500 mm) at top an


30/82

Solu on 24

Delivery FormForm a Form b

SECTION



Sec onal Area

in2

cm 2

Mass

lb/kg/m


v1in

mm

v2in

mm

v3in

mm

v4in

mm

u1in

mm

u2in

mm

y-y

in4

cm 4

z-z

in4

cm 4

y-y*

in3

cm 3

y-y**

in3

cm 3

z-z

in3

cm 3

Waterside2/

m 2/m

Landside2/

m 2/m

HZ 680M LT 10.9827912.63320.9

12.41315.3

14.07357.4

18.38466.8

20.47519.9

91.56590.7

311.61463.7

10102.6420940

10849.4452060

800.313120

718.611780

530.48695

3.751.144

10.393.163

HZ 880M A 14.83376.716.80426.7

16.19411.2

18.16461.2

18.30464.8

20.43518.9

102.27659.8

348.05518.0

19700.5820000

11783.3490460

1172.919220

1085.017780

576.79450

3.751.144

11.683.559

HZ 880M B 15.00380.916.79426.5

16.27413.4

18.07458.9

18.38466.9

20.51520.9

112.20723.9

381.85568.3

21389.7890310

12853.1534990

1273.920875

1183.919400

626.710270

3.771.150

11.703.565

HZ 880M C 15.11383.816.83427.6

16.31414.3

18.03458.1

18.38466.9

20.51520.9

116.69752.8

397.12591.0

22547.0938480

13319.7554410

1339.521950

1250.420490

649.610645

3.771.150

11.693.565

HZ 1080M A 19.58497.421.65550.0

20.94531.8

23.01584.4

18.14460.9

20.27514.9

126.68817.3

431.12641.6

38.283.11593470

13659.9568570

1767.928970

1663.827265

674.011045

3.731.136

13.073.985

HZ 1080M B 19.75501.821.72551.6

20.99533.2

22.95583.1

18.14460.9

20.27514.9

133.71862.6

455.04677.2

41329.71720280

14385.9598790

1903.031185

1800.529505

709.711630

3.731.138

13.083.987

HZ 1080M C 19.96507.021.75552.4

21.08535.4

22.87580.8

18.22462.9

20.35516.9

146.73946.7

499.36743.1

45109.31877600

15733.3654870

2074.233990

1972.632325

773.212670

3.741.141

13.093.990

HZ 1080M D 20.18512.521.85554.9

21.14536.9

22.81579.3

18.26463.9

20.39517.9

157.271014.7

535.23796.5

48787.82030710

16792.3698950

2233.236595

2139.235055

823.513495

3.751.142

13.103.991

HZ 1180M A 20.38517.621.96557.8

21.18538.0

22.77578.2

18.30464.9

20.43518.9

165.701069.0

563.90839.2

51557.92146010

17628.8733770

2347.638470

2264.937115

862.914140

3.751.144

13.103.993

HZ 1180M B 20.48520.222.02559.2

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 D 20.64524.222.17563.2

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 = discon nuous 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) con nuous weld at top and toe

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


31/82

Solu on 26

Delivery FormForm a Form b

SECTION


Coa ng ADimensions

Sec onal Area

in2

cm 2

Mass

lb/kg/m


v1in

mm

v2in

mm

v3in

mm

v4in

mm

u1in

mm

u2in

mm

y-y

in4

cm 4

z-z

in4

cm 4

y-y*

in3

cm 3

y-y**

in3

cm 3

z-z

in3

cm 3

Waterside2/

m 2/m

HZ 680M LT 11.80299.711.82300.2

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 A 15.81401.415.82402.0

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 B 15.88403.415.91404.0

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 C 15.96405.415.98406.0

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 A 20.60523.320.63524.1

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 B 20.72526.320.75527.1

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 C 20.84529.420.87530.1

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 D 21.00533.421.02534.0

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 A 21.16537.421.18538.0

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 B 21.24539.421.26540.0

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 D 21.49545.821.32541.6

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



D = discon nuous weld, a = 10% of length (3.94" per 3.28over the whole pile length + (500 mm) con nuous weld at

R = con nuous weld, a = 0.2length 19.68" (500 mm) at top


32/82

SECTION

Dimensions


Sec onal Area (per double)

in2

cm 2

Mass

lb/kg/m

Moment ofIner a

Elas c Sec onModulus

Radius ofGyra on Coa ng Area

w

inmm

h

inmm

t

inmm

s

inmm

y-y

in4

cm 4

y-y

in3

cm 3

y-y

incm

2/m 2/m

AZ 14-770 30.3177013.56344.5

0.3759.5

0.3759.5

31.40202.6

106.84159.0

862.235890

127.22085

5.2413.31

6.101.85

AZ 19-700 27.5670016.56420.5

0.3759.5

0.3759.5

31.59203.8

107.52160.0

1324.555130

159.82620

6.4716.44

6.101.86

AZ 26-700 27.5670018.11460.0

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

Sec onalArea

in2

cm2

Mass

lb/

kg/m

Moment ofIner a

Elas c Sec onModulus

Coated 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

Waterside2/

m2

/m

RZD 16 2.4361.83.1980.5 -

1.2431.5 HZ 880M / 1080M / 1180M A-B

3.2120.7

10.8916.2

1.457

2.394

1.118

1.322

0.390.12

RZU 16 2.4361.83.1980.5 -

1.5138.3 HZ 880M / 1080M / 1180M A-B

3.1620.4

10.8216.1

1.668

2.394

1.118

1.322

0.260.08

RH 16 2.4361.82.6968.2

0.4812.2

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

3.1220.1

10.7516.0

2.083

1.354

1.525

1.016

0.330.10

RZD 18 2.6567.33.3585.0 -

1.4135.9 HZ 1180M C-D

3.5723.0

12.1618.1

1.978

2.6110

1.322

1.525

0.390.12

RZU 18 2.6567.33.3585.0 -

1.6642.1 HZ 1180M C-D

3.5022.6

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 speci ca ons, all the connectors are o ered in Grade S 430 GP.

Connectors



34/82

SECTION

PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION

Sec onal Area

in2/cm 2/m

Moment ofIner a

in4/cm 4/m

*Elas c Sec onModulus

in3/cm 3/m

**Elas c Sec onModulus

in3/cm 3/m

*** AZ 14-770 Coa ng Area

l AZ = 60%l HZlb/ 2kg/m 2


l AZ = l HZlb/ 2kg/m 2

Waterside2/

m 2/m

Landside2/

m 2/m

HZ 680M LT 11.45242.4871.7119038

65.53521.5

74.33994.6

31.38153.21

35.17171.71

38.95190.17

8.092.466

14.664.468

HZ 880M A 12.25265.41581.7215994

89.84827.9

102.95532.2

34.10166.49

37.89184.99

41.68203.50

8.092.466

15.954.862

HZ 880M B 12.97281.01708.2233269

97.65247.3

109.85903.2

36.58178.60

40.37197.10

44.15215.56

8.102.469

15.964.865

HZ 880M C 13.30288.21794.0244985

102.35500.0

114.96177.4

37.70184.07

41.49202.57

45.28221.08

8.102.469

15.964.865

HZ 1080M A 14.07304.92963.8404731

131.77080.6

147.77940.8

40.30196.76

44.09215.27

47.89233.82

8.082.463

17.365.291

HZ 1080M B14.60316.3

3194.3436208

141.97629.0

158.28505.3

42.09205.50

45.89224.05

49.68242.56

8.082.463

17.365.291

HZ 1080M C 15.55336.93471.9474116

154.58306.4

170.79177.4

45.32221.27

49.11239.77

52.91258.33

8.082.463

17.375.294

HZ 1080M D 16.32353.63742.8511110

166.28935.4

182.99833.3

47.94234.06

51.73252.57

55.52271.07

8.092.466

17.375.294

HZ 1180M A 16.93366.83946.4538913

174.69387.0

192.210333.3

50.03244.27

53.82262.77

57.61281.28

8.092.466

17.375.294

HZ 1180M B 17.32375.34125.0563303

182.69817.1

200.010752.6

51.37250.81

55.16269.31

58.95287.82

8.092.466

17.395.300

HZ 1180M C 18.08391.74387.2599108

192.910370.9

212.311413.9

53.82262.77

57.67281.57

61.53300.41

8.142.481

17.425.310

HZ 1180M D 18.68404.74593.6627294

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 (v3), *** Length of connectors = Length of AZ.

Combina on HZ…M-12 / AZ 14-770


81.38 in.2067.1 mm


35/82

SECTION

PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SEC

Sec onal Area

in2/cm 2/m

Moment ofIner a

in4/cm 4/m


in3/cm 3/m


in3/cm 3/m

*** AZ 14-770 Coa ng A




Waterside2/

m 2/m

HZ 680M LT 12.29260.11008.5137720

85.34586.0

76.14091.4

33.02161.22

37.43182.75

41.84204.28

8.092.466

HZ 880M A 13.09283.61820.1248550

114.96177.4

105.85688.1

35.73174.45

40.15196.03

44.56217.56

8.092.466

HZ 880M B 13.81299.21942.0265196

122.06559.1

112.96069.9

38.19186.46

42.60208.00

47.01229.52

8.102.469

HZ 880M C 14.14306.42026.9276790

126.86817.2

117.96338.7

39.31191.93

43.72213.46

48.13234.99

8.102.469

HZ 1080M A 14.92323.33361.5459040

162.88752.6

152.88215.0

41.94204.77

46.36226.35

50.78247.93

8.082.463

HZ 1080M B 15.44334.5

3586.0489698

172.79284.9

162.98758.0

43.70213.36

48.13234.99

52.55256.57

8.082.463

HZ 1080M C 16.39355.13860.5527183

184.99940.8

175.59435.4

46.93229.13

51.35250.71

55.77272.29

8.082.463

HZ 1080M D 17.16371.84129.2563876

196.310553.7

187.710091.3

49.55241.92

53.97263.50

58.39285.08

8.092.466

HZ 1180M A 17.77385.04331.0591434

204.310983.8

196.910586.0

51.64252.13

56.06273.71

60.47295.24

8.092.466

HZ 1180M B 18.13392.84495.5613897

211.311360.1

204.410989.2

52.88258.18

57.30279.76

61.72301.34

8.092.466

HZ 1180M C 19.13414.54859.1663550

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



81.38 in.2067.1 mm


36/82

SECTION


Sec onal Area

in2/cm 2/m

Moment ofIner a

in4/cm 4/m


in3/cm 3/m


in3/cm 3/m





Waterside2/

m 2/m

Landside2/

m 2/m

HZ 680M LT 14.73311.81315.0179575

104.15596.8

93.55026.9

43.98214.73

47.06229.77

50.14244.80

9.802.987

16.435.008

HZ 880M A 16.04347.52467.6336971

146.87892.4

135.97306.4

48.42236.41

51.51251.49

54.59266.53

9.812.990

17.735.404

HZ 880M B 17.21372.92666.1364078

158.88537.6

147.67935.4

52.39255.79

55.47270.83

58.55285.86

9.832.996

17.755.410

HZ 880M C 17.74384.42804.8383018

166.68956.9

155.58360.2

54.22264.72

57.30279.76

60.38294.80

9.832.996

17.755.410

HZ 1080M A 19.03412.34712.4643517

217.611698.9

204.811010.7

58.57285.96

61.67301.10

64.76316.19

9.782.981

19.135.831

HZ 1080M B 19.88430.7

5079.2693606

233.912575.2

221.211892.4

61.45300.02

64.55315.16

67.64330.25

9.792.984

19.145.834

HZ 1080M C 21.41463.95525.4754539

254.113661.2

241.612989.2

66.68325.56

69.77340.65

72.86355.73

9.802.987

19.155.837

HZ 1080M D 22.66491.05962.8814269

273.014677.3

261.414053.7

70.94346.36

74.02361.40

77.11376.48

9.802.987

19.155.837

HZ 1180M A 23.65512.46290.6859033

286.415397.8

276.314854.7

74.32362.86

77.41377.95

80.49392.98

9.812.990

19.155.837

HZ 1180M B 24.25525.46558.9895672

297.916016.0

288.415505.3

76.35372.77

79.43387.81

82.52402.90

9.822.993

19.185.846

HZ 1180M C 25.57554.07028.7959827

317.717080.5

307.116510.6

80.73394.16

83.87409.49

87.00424.77

9.873.008

19.235.861

HZ 1180M D 26.45573.1 7314.9998910 329.917736.4 320.117209.6 83.75408.90 86.89424.23 90.02439.51 9.913.021 19.265.870




99.92 in.2538.0 mm


37/82

SECTION


Sec onal Area

in2/cm 2/m

Moment ofIner a

in4/cm 4/m


in3/cm 3/m


in3/cm 3/m

*** AZ 14-770 Coa ng A




Waterside2/

m 2/m

HZ 680M LT 15.48327.71430.0195279

121.06505.4

107.95801.1

45.50222.15

49.09239.68

52.68257.20

9.802.987

HZ 880M A 16.79363.82669.1364487

168.69064.5

155.38349.4

49.95243.88

53.54261.40

57.14278.98

9.812.990

HZ 880M B 17.95388.92866.2391403

180.29688.1

166.78962.3

53.92263.26

57.51280.79

61.10298.31

9.832.996

HZ 880M C 18.49400.63004.5410289

188.010107.5

174.89397.8

55.75272.19

59.34289.72

62.93307.25

9.832.996

HZ 1080M A 19.78428.65050.9689741

244.813161.2

229.712349.4

60.11293.48

63.71311.06

67.32328.68

9.782.981

HZ 1080M B 20.63447.0

5416.8739708

261.114037.5

246.413247.2

62.99307.54

66.59325.12

70.20342.74

9.792.984

HZ 1080M C 22.16480.15861.1800381

280.915102.1

266.514327.9

68.21333.03

71.81350.61

75.41368.18

9.802.987

HZ 1080M D 23.41507.26297.4859962

299.616107.4

286.415397.8

72.47353.83

76.06371.36

79.66388.93

9.802.987

HZ 1180M A 24.40528.76624.2904589

312.816817.1

301.316198.8

75.85370.33

79.45387.91

83.04405.43

9.812.990

HZ 1180M B 25.00541.76892.1941173

324.217430.0

313.516854.7

77.88380.24

81.47397.77

85.07415.35

9.822.993

HZ 1180M C 26.50574.27442.71016362

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




99.92 in.2538.0 mm


38/82

SECTION


Sec onal Area

in2/cm 2/m

Moment ofIner a

in4/cm 4/m


in3/cm 3/m


in3/cm 3/m





Waterside2/

m 2/m

Landside2/

m 2/m

HZ 680M LT 12.31260.61007.9137638

75.74069.9

85.84612.9

33.72164.63

37.80184.55

41.88204.47

8.122.475

14.694.478

HZ 880M A 13.17285.41769.6241653

100.55403.2

115.16188.1

36.64178.89

40.72198.81

44.81218.78

8.132.478

15.994.874

HZ 880M B 13.94302.01905.1260157

108.85849.4

122.66591.4

39.29191.83

43.37211.75

47.45231.67

8.142.481

15.994.874

HZ 880M C 14.30309.81997.1272720

113.96123.6

128.06881.7

40.50197.74

44.58217.66

48.66237.58

8.132.478

15.994.874

HZ 1080M A 15.13327.83252.7444183

144.57768.8

162.08709.6

43.29211.36

47.38231.33

51.48251.35

8.112.472

17.405.304

HZ 1080M B 15.69340.0

3500.0477954

155.58360.2

173.49322.5

45.21220.73

49.31240.75

53.40260.72

8.122.475

17.405.304

HZ 1080M C 16.71362.13797.5518580

169.09086.0

186.710037.6

48.67237.63

52.76257.60

56.85277.56

8.122.475

17.405.304

HZ 1080M D 17.53379.84087.8558223

181.49752.6

199.910747.2

51.49251.39

55.57271.25

59.66291.28

8.122.475

17.415.307

HZ 1180M A 18.19394.14306.1588033

190.510241.9

209.711274.1

53.73262.33

57.81282.25

61.90302.22

8.122.475

17.415.307

HZ 1180M B 18.61403.24497.6614184

199.010698.9

218.111725.7

55.16269.31

59.24289.23

63.33309.20

8.132.478

17.425.310

HZ 1180M C 19.42420.84778.7652571

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 (v3), *** Length of connectors = Length of AZ.



75.87 in.1927.1 mm


39/82

SECTION


Sec onal Area

in2/cm 2/m

Moment ofIner a

in4/cm 4/m


in3/cm 3/m


in3/cm 3/m

*** AZ 19-700 Coa ng A




Waterside2/

m 2/m

HZ 680M LT 13.21279.61154.7157685

97.75252.7

87.04677.4

35.47173.18

40.22196.37

44.97219.56

8.122.475

HZ 880M A 14.07304.92025.2276558

127.96876.3

117.76327.9

38.39187.44

43.14210.63

47.90233.87

8.132.478

HZ 880M B 14.84321.52155.8294392

135.47279.5

125.46741.9

41.02200.28

45.77223.47

50.52246.66

8.142.481

HZ 880M C 15.20329.32247.0306846

140.47548.3

130.77026.8

42.22206.13

46.97229.33

51.72252.52

8.132.478

HZ 1080M A 16.04347.53679.4502452

178.29580.6

167.28989.2

45.05219.95

49.81243.19

54.58266.48

8.112.472

HZ 1080M B 16.59359.5

3920.1535322

188.810150.5

178.29580.6

46.94229.18

51.71252.47

56.47275.71

8.122.475

HZ 1080M C 17.61381.64214.2575484

201.810849.4

191.610301.0

50.40246.07

55.16269.31

59.92292.55

8.122.475

HZ 1080M D 18.43399.34502.4614840

214.011505.3

204.711005.3

53.21259.79

57.97283.03

62.73306.27

8.122.475

HZ 1180M A 19.09413.64718.6644364

222.611967.7

214.611537.6

55.45270.73

60.21293.97

64.96317.16

8.122.475

HZ 1180M B 19.48422.14895.1668466

230.112370.9

222.511962.3

56.78277.22

61.54300.46

66.30323.70

8.132.478

HZ 1180M C 20.55445.35284.8721683

245.913220.3

237.512768.7

59.92292.55

64.92316.97

69.92341.38

8.172.490

HZ 1180M D 21.13457.8 5474.2747547 253.813645.1 246.113231.1 61.92302.32 66.92326.73 71.92351.14 8.192.496




75.87 in.1927.1 mm


40/82

SECTION


Sec onal Area

in2/cm 2/m

Moment ofIner a

in4/cm 4/m


in3/cm 3/m


in3/cm 3/m





Waterside2/

m 2/m

Landside2/

m 2/m

HZ 680M LT 15.61330.41450.2198038

114.86172.0

103.05537.6

46.59227.47

49.86243.44

53.14259.45

9.842.999

16.475.020

HZ 880M A 17.00368.32670.3364651

158.98543.0

147.07903.2

51.29250.42

54.57266.43

57.86282.50

9.842.999

17.775.416

HZ 880M B 18.23395.02880.0393288

171.59220.4

159.48569.8

55.49270.92

58.77286.94

62.04302.90

9.863.005

17.795.422

HZ 880M C 18.80407.33026.7413321

179.89666.6

167.99026.8

57.43280.40

60.70296.36

63.98312.38

9.863.005

17.785.419

HZ 1080M A 20.17437.05047.1689223

233.112532.2

219.411795.6

62.05302.95

65.34319.02

68.63335.08

9.822.993

19.165.840

HZ 1080M B 21.06456.3

5435.4742248

250.313456.9

236.812731.1

65.10317.84

68.39333.91

71.68349.97

9.822.993

19.175.843

HZ 1080M C 22.68491.45907.1806663

271.614602.1

258.413892.4

70.63344.84

73.91360.86

77.20376.92

9.832.996

19.185.846

HZ 1080M D 24.01520.26369.8869848

291.615677.3

279.315016.0

75.13366.81

78.41382.83

81.69398.84

9.842.999

19.185.846

HZ 1180M A 25.06543.06716.2917152

305.816440.8

295.015860.1

78.71384.29

81.99400.31

85.27416.32

9.842.999

19.195.849

HZ 1180M B 25.69556.67000.2955935

318.017096.7

307.816548.3

80.85394.74

84.13410.76

87.41426.77

9.853.002

19.225.858

HZ 1180M C 27.08586.77496.61023722

338.818214.9

327.517607.4

85.48417.35

88.82433.65

92.15449.91

9.913.021

19.265.870

HZ 1180M D 28.01606.9 7799.11065031 351.718908.5 341.318349.3 88.67432.92 92.01449.23 95.34465.49 9.953.033 19.295.880

* Referring outside of HZ®-M- ange (highest value of v1; v2), ** Referring outside of connector (highest value of v3; v4), *** Le

skylinesteel brochure (micros y anclajes)

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