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

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

5

7

9

11

13

15

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

19

27

31

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

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

63

65

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

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

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

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81

Technical Hotline: 1-866-875-95462

Imperial to Metric Metric to Imperial

Dimensions = =

= =

2 = 2 2 = 2

2 = 2 2 = 2

3 = 3 3 = 3

3 = 3 3 = 3

2 = 2 2 = 2

Mass, Force, Pressure = N 1 N =

= =

= =

2 = 2 2 = 2

2 = 2 2 = 2

3 = 3 3 = 3

3 = 3 3 = 3

= =

= =

2 = 2 2 = 2

= =

= =

= =

3 = 3 3 = 3

3 = 3 3 = 3

Moment = =

= =

= =

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

Hot Rolled and Cold Formed Sheet Pile

Handling Holes

Technical Hotline: 1-866-875-9546 5

SECTION

Width (w)

Height (h)

THICKNESS Cross

Area

2

2

WEIGHT SECTION MODULUS

Moment

COATING AREA

Flange(tf)

Wall (tw)

Pile Wall

2

2

3

3

3

3

Both Sides

2

2

Wall Surface

2 2

2 2

PZ 22 559 229 973 11500

PZ 27 305 1620 25200

PZ 35 575

PZ 40 500 3263 67000

PZ/PS Hot Rolled Steel Sheet Pile

SECTION

Width (w)

Web (tw)

Maximum Interlock Strength

Minimum Cell

Diameter*

Cross

Area2

2

WEIGHT

Modulus

3

3

Moment

COATING AREA

Pile Wall

2

2

Both Sides

2

2

Wall Surface

2 2

2 2

PS 27.5 50030

221

PS 31 50030

221


PZ/PS Hot Rolled Steel Sheet Pile

Available Steel Grades

ASTM

PZ PS

YIELD STRENGTH YIELD STRENGTH INTERLOCK STRENGTH

A 328 39 270 39 270 16

A 572 Grade 50 50 50 20 3500

A 572 Grade 60 60 60

A 572 Grade 65 65 65

A 588 50 50 20 3500

A 690 50 50 20 3500

ASTM A 6

Mass 2.5%

Length + 5 inches 0 inches

Maximum Rolled Lengths

PZ 85 feet for singles, 70 feet for pairs

PS 65 feet

~1.63"~41.5 mm

~4.02"~102 mm

~0.55"~14 mm

~1.73"~44 mm

~1.73"~44 mm

~5.23" ~132.8 mm

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

~5.26" ~133.7 mm

~5.42" ~137.6 mm

~3.88" (~98.6 mm)

~5.54" ~140.7 mm

~3.88" (~98.6 mm)

~4.35" ~110.5 mm

~4.98" ~126.6 mm

LBF ,

Ver

sion

V3

P00

83 0

1 9d

von

200

8G

ewic

ht: 1

3,1

kg/m

, 48

x 75

,4 m

m

~2.97" ~75.4 mm

~1.89" ~48 mm

~1.42" ~36 mm

~4.39" ~111.4 mm

~4.98" ~126.6 mm

~2.17" ~55 mm~1.57"

~40 mm

~3.01" ~76.4 mm

~3.27"~83 mm

~1.38"~35 mm

~1.93"~49 mm

~2.95" ~75 mm

~1.73" ~44 mm

~1.36" (~34.5 mm)

~0.55" (~14 mm)

~2.78" ~70.7 mm

~1.28" ~32.4 mm

~2.80" ~71 mm

~1.57" ~40 mm

LBM

, V

~1.42" ~36 mm

~3.05" ~77.4 mm

~2.78" ~70.6 mm

~2.87" ~73 mm

~4.44" (~62 mm)

~1.57" (~40 mm)

~1.69" ~43 mm

~0.55" (~14mm)

~1.02" (~26mm)

~1.38" ~35 mm

~0.79" ~20 mm~1.59"

~40.3 mm

~1.65" ~42 mm

~0.98" ~25 mm

~1.90" ~48 mm

~1.57" ~40 mm

~3.60" ~92 mm

~1.59" ~40.3 mm

~3.90" ~100 mm

~4.10" ~105 mm

~3.50" ~88 mm

~2.14" ~54.4 mm

~1.38"~35 mm ~2.81"

~71.5 mm

~1.38" (~35 mm)

~0.71" (~18 mm)

~1.14" ~29 mm

~1.73" ~44 mm ~2.95"

~75 mm

~2.36" ~60 mm

120

5.91" 150 mm

90

9.84" 250 mm

9.84" 250 mm

10.16" 258 mm30 - 45

9.84" 250 mm

9.84" 250 mmFC - MC -

4" 101.6 mm

4" 101.6 mm Length of T andAngle Varies


SECTION

Width (w)

Height(h)

THICKNESS

Cross

Area2

2


Moment

COATING AREA

Flange(tf)

Web(tw)

Pile Wall

2

2

3

3

3

3

Both Sides

2

2

Wall Surface

2 2

2 2

AZ 12-770 770

AZ 13-770 770 1300 22360

AZ 14-770 770 1355 1611 23300

AZ 17 630 1665

AZ 18 630

AZ 19 630 2275

AZ 17-700 700 1730 2027 36230

AZ 18-700 700 2116

AZ 19-700 700 2206

AZ 25 630 52250

AZ 26 630 2600 3059 55510

AZ 28 630 2755 3252

AZ 24-700 700

AZ 26-700 700 2600 3070 59720

AZ 28-700 700 2760 3273 63620

AZ 36-700N 700 3590

AZ 38-700N 700 3795

AZ 40-700N 700 3995

AZ 42-700N 700

AZ 44-700N 700 5105 110150

AZ 46-700N 700 5350 115370

AZ 46 5295

AZ 48 5553 115670

AZ 50 5015 121060

AZ Hot Rolled Steel Sheet Pile



AMERICAN CANADIAN EUROPEAN AMLoCor**

ASTMYIELD STRENGTH

CSA G40.21YIELD STRENGTH

EN 10248YIELD STRENGTH YIELD STRENGTH

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

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

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

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

A 572 Gr. 60 60 S 390 GP 57 390

A 572 Gr. 65 65 S 430 GP 62

A 690 50 S 460 AP 67

A 690* 57 390

Corner Piles

ASTM A 6 EN 10248

Maximum Rolled Lengths*

C 14

Omega 18

C 9

Delta 13

AZ 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


SECTION

Width* (w)

Web (tw)

Maximum Interlock Strength

Allowable Interlock

( )

Cross

Area

2

2

WEIGHT

Modulus

3

3

Moment

COATING AREA

Pile Wall

2

2

Both Sides

2

2

Wall Surface

2 2

2 2

AS 5009.5 500 3000 37 170

AS 500 11.0 500 3500

AS 500 12.0 500 5000 51 196

AS 500 12.5 500 5500 153 51 201

AS 500 12.7 500 5500 52

ASAS Hot Rolled Steel Sheet Pile


ASAS Hot Rolled Steel Sheet Pile


AMERICAN CANADIAN EUROPEAN

ASTMYIELD STRENGTH


EN 10248YIELD STRENGTH

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

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

A 572 Grade 50 50 Grade 350 W 50 S 320 GP 315

A 572 Grade 55 55 Grade 400 W S 355 GP 51 355

A 572 Grade 60 60 S 390 GP 57 390

A 572 Grade 65 65 S 430 GP 62

A 690 50

A 690 57 390


AS

9.84"(250 mm)

9.84"(250 mm)

9.84"(250 mm)

9.84"(250 mm)

10.16"(258 mm)

5.91"(150 mm)


SECTION

Width (w)

Height (h)

Thickness (t)

Cross

Area2

2


Moment

COATING AREA

Pile Wall2

2

3

3

3

3

Both Sides

2

2

Area

2 2

2 2

SKZ 20

SKZ 22 1797 36515

SKZ 23 1915

SKZ 24

SKZ 25

SKZ 31 2772 63369

SKZ 33 2951

SKZ 34

SKZ 36

SKZ 38 3350

SKZ Cold Formed Steel Sheet Pile

SCZ

14

SCZ

16

SCZ

17

SCZ

18

SCZ

19

SCZ

21

SCZ

22

SCZ

23

SCZ

25

SCZ

26

SCZ

29

SCZ

30

SKZ

20

SKZ

22

SKZ

23

SKZ

24

SKZ

25

SKZ

31

SKZ

33

SKZ

34

SKZ

36

SKZ

38

SCZ 14

SCZ 16

SCZ 17

SCZ 18

SCZ 19

SCZ 21

SCZ 22

SCZ 23

SCZ 25

SCZ 26

SCZ 29

SCZ 30

SKZ 20

SKZ 22

SKZ 23

SKZ 24

SKZ 25

SKZ 31

SKZ 33

SKZ 34

SKZ 36

SKZ 38


SKZ Cold Formed Steel Sheet Pile



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

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

A 572 Grade 55 55 A 588 50A 572 Grade 60 60 A 690 50

A 572 Grade 65* 65

Corner Piles

ASTM A6

SKZ 20- SKZ 38

B2 Corner Pile B3 Corner Pile

~1.89" ~35 mm

~2.93" ~74.3 mm ~4.09" ~104 mm

~1.10" (~28 mm)

~2.05" (~52 mm)

~4.34" ~110.3 mm

~2.76" ~70.3 mm

~5.02" ~132.6 mm

~4.34" ~110.3 mm


SECTION

Width (w)

Height (h)

Thickness (t)

Cross

Area2

2


Moment

COATING AREA

Pile Wall2

2

3

3

3

3

Both Sides

2

2

Area

2 2

2 2

SCZ 14 772

SCZ 16 10751

SCZ 17 906 12122

SCZ 18 960 12356

SCZ 19 12962

SCZ 21 1067 13731

SCZ 22 1600 27200

SCZ 23 1700

SCZ 25 30600

SCZ 26 1900 32300

SCZ 29 2100 35700

SCZ 30 2200

SCZ Cold Formed Steel Sheet Pile

SCZ

14

SCZ

16

SCZ

17

SCZ

18

SCZ

19

SCZ

21

SCZ

22

SCZ

23

SCZ

25

SCZ

26

SCZ

29

SCZ

30

SKZ

20

SKZ

22

SKZ

23

SKZ

24

SKZ

25

SKZ

31

SKZ

33

SKZ

34

SKZ

36

SKZ

38

SCZ 14

SCZ 16

SCZ 17

SCZ 18

SCZ 19

SCZ 21

SCZ 22

SCZ 23

SCZ 25

SCZ 26

SCZ 29

SCZ 30

SKZ 20

SKZ 22

SKZ 23

SKZ 24

SKZ 25

SKZ 31

SKZ 33

SKZ 34

SKZ 36

SKZ 38


SCZ Cold Formed Steel Sheet Pile



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


A 572 Grade 55 55 A 588 50A 572 Grade 60 60 A 690 50

A 572 Grade 65* 65

Corner Piles

ASTM A6

Mass

Length

Straightness

Bending (S)

Curving (C)

Twisting (V)

B2 Corner Pile B3 Corner Pile

~1.89" ~35 mm

~2.93" ~74.3 mm ~4.09" ~104 mm

~1.10" (~28 mm)

~2.05" (~52 mm)

~4.34" ~110.3 mm

~2.76" ~70.3 mm

~5.02" ~132.6 mm

~4.34" ~110.3 mm


SECTION

Width (w)

Height (h)

Thickness (t)

Cross

Area2

2


Moment

COATING AREA

Pile Wall

2

2

3

3

3

3

Both Sides

2

2

Area

2 2

2 2

SKL 9 550 90 137 615

SKL 10 550 90 155 695

SKL 12 550 90 190

SKS 11 700 150 2550

SKS 13 700 150 375

SKS 14 700 150

SKS 16 700 150

SKL/SKS Cold Formed Steel Sheet Pile

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

SKL 9

SKL 10

SKL 12

SKS 11

SKS 13

SKS 14

SKS 16


SKL/SKS Cold Formed Steel Sheet Pile

Corner Piles

Standard Rolled Lengths

SKL 9-12

SKS 11-16


ASTMYIELD STRENGTH

ASTMYIELD STRENGTH


A 572 Grade 55 55 A 588 50A 572 Grade 60 60 A 690 50

A 572 Grade 65* 65

D1 Corner Piles D3 Corner Piles

ASTM A6

~1.89" ~35 mm

~2.93" ~74.3 mm ~4.09" ~104 mm

~1.10" (~28 mm)

~2.05" (~52 mm)

~4.34" ~110.3 mm

~2.76" ~70.3 mm

~5.02" ~132.6 mm

~4.34" ~110.3 mm


Pipe-Z Combined Wall Systems

Pipe AZ System

Pipe Piles as King Piles with AZ Sheet Piles

threading into C 9 Connectors

Pipe AZ System

Sheet Pile

PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING

Outside Diameter

Wall Thickness

Pipe Weight

System Width

System Modulus

3

3

WEIGHT Cross

Area 2

2

Both Sides of

Wall2

2

100%2

2

80%2

2

60%2

2

363

1212165536

30 597

30

30 1169159596

30

36135070

36 1299

36

36 2379

217005

1993272215

2555

System Width



Pipe AZ System

Pipe AZ System

Sheet Pile


Outside Diameter

Wall Thickness

Pipe Weight

System Width

System Modulus

3

3

WEIGHT Cross

Area 2

2

Both Sides of

Wall2

2

100%2

2

80%2

2

60%2

2

366235

533601

60 5517

60 6670

60 7377

66 75691033622

66

66

72 10122

72

72 13606

2333697

2673522

3201620

3661766



Pipe PZ System

Pipe PZ System

Sheet Pile


Outside Diameter

Wall Thickness

Pipe Weight

System Width

System Modulus

3

3

WEIGHT Cross

Area 2

2

Both Sides of

Wall2

2

100%2

2

80%2

2

60%2

2

277

597

102935

970

30 650

30

30 1173

30 1503

36 1015

36 1507

36 1755239651

36306035

202723

2510

3195

Pipe Piles as King Piles with PZ Sheet Piles

threading into WOF/WOM* Connectors

System Width



Pipe PZ System

Sheet Pile


Outside Diameter

Wall Thickness

Pipe Weight

System Width

System Modulus

3

3

WEIGHT Cross

Area 2

2

Both Sides of

Wall2

2

100%2

2

80%2

2

60%2

2

2716

596950

739139

6662

60 6336

60953571

60 9706

66

66

66 121951665330

721590222

72

72 15003

Pipe PZ System


Pipe PZ-XL System

Pipe PZ-XL System

Sheet Pile


Outside Diameter

Wall Thickness

Pipe Weight

System Width

System Modulus

3

3

WEIGHT Cross

Area 2

2

Both Sides of

Wall2

2

100%2

2

80%2

2

60%2

2

260

55575755

707

905

30 612

30

30 1105150926

30192559

36 960131102

36

36 1661226797

36 2112

2057

3023


Pipe Piles as King Piles with PZ Sheet Piles

threading into WOF/WOM-XL* Connectors

System Width



Pipe PZ-XL System

Sheet Pile


Outside Diameter

Wall Thickness

Pipe Weight

System Width

System Modulus

3

3

WEIGHT Cross

Area 2

2

Both Sides of

Wall2

2

100%2

2

80%2

2

60%2

2

353120

3179

566999

639257

5171

60

60

60

66

66 97611332960

66

72 11165

72 12062

721966790

13632

Pipe PZ-XL System



Pipe Piles as King Piles with SKZ Sheet Piles

threading into CF* Connectors

Pipe SKZ System

Pipe SKZ System

Sheet Pile


Outside Diameter

Wall Thickness

Pipe Weight

System Width

System Modulus

3

3

WEIGHT Cross

Area 2

2

Both Sides of

Wall2

2

100%2

2

80%2

2

60%2

2

60606

509

563

30 650

30100762

30

30 1001136752

36

36 1092

36

36

1550211606

1752

System Width



Pipe SKZ System

Sheet Pile


Outside Diameter

Wall Thickness

Pipe Weight

System Width

System Modulus

3

3

WEIGHT Cross

Area 2

2

Both Sides of

Wall2

2

100%2

2

80%2

2

60%2

2

2963

3519

3963

60 5136701371

60 6109

60

60

Pipe SKZ System


Pipe-Pipe Combined Wall Systems

Pipe - Pipe System


Outside Diameter

Wall Thickness

Pipe Weight System WidthModulus

3

3

Weight 2

2

Cross

2

2

Both Sides of Wall

2

2

1210

1239

1631222713

2013

3026

3593

690167

625902

776266

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

Connectors


Pipe - Pipe System


Outside Diameter

Wall Thickness

Pipe Weight System WidthModulus

3

3

Weight 2

2

Cross

2

2

Both Sides of Wall

2

2

7331

10121

2127997

161632207223

21327

22231

260003550517

Pipe-Pipe Combined Wall Systems


Pipe-Z/Pipe-Pipe Combined Wall Systems

SPIRALWELD PIPE

ASTMYIELD STRENGTH

30 205

35

310

50

A 690 50

A 572 50

A 709 50

50

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

A 36 36 250 290

30 205 50

35 55

310 60

50 65

30 205 50

32 220

35

260


C9 CONNECTORS

ASTMYIELD STRENGTH

51 355

A 690 50

WOF/WOM CONNECTORS

ASTMYIELD STRENGTH

A690

WOF/WOM-XL CONNECTORS

ASTMYIELD STRENGTH

A690

SKZ SHEET PILES

ASTMYIELD STRENGTH

A 572 Grade 50 50

A 572 Grade 55 55

A 572 Grade 60 60

A 572 Grade 65 65

A 572 Grade 65 (Mod) 555

A 690 50

AZ SHEET PILES

ASTMYIELD STRENGTH

A 328 39 270

A 572 Grade 42 290

A 572 Grade 50 50

A 572 Grade 55 55

A 572 Grade 60 60

A 572 Grade 65 65

A 690 50

A 690** 57 390

PZ SHEET PILES

ASTMYIELD STRENGTH

39 270

50

60

65

50

A 690 50


Pipe-Z/ Pipe- Pipe Combined Wall Systems

SPIRALWELD ASTM

ASTM

AZ SHEET PILES ASTM EN 10248

PZ SHEET PILES ASTM A 6

SKZ SHEET PILES ASTM

C9 CONNECTORS ASTM EN 10248



HZM Steel Wall Systems

> Fully Interlocking System

>

> Backside Connectors for Extra Strength



SECTION

DIMENSIONS

Suitable Connector

h h1

w tmax

t s r

HZ 880M A 20

HZ 880M B 20

HZ 880M C 20

HZ 1080M A 35

HZ 1080M B 35

HZ 1080M C 35

HZ 1080M D 35

HZ 1180M A 35

HZ 1180M B 35

HZ 1180M C 35

HZ 1180M D 35

HZ-M - King Pile



SECTION

PROPERTIES PER SOLUTION

Dimensions

Area

2

2

Mass

Moment of

v1

v2

v3

v4

u y-y z-z y-y*3

3

y-y**3

3

z-z3

3

Waterside2

2

Landside2

2

HZ 880M A 155.92232.0 356770 39990541.98880

HZ 880M B 173.13257.6 392750593.89730

HZ 880M C 180.76269.0627.010275 1930

HZ 1080M A 197.39293.8 705260 39330821.713465 1735

HZ 1080M B 209.72312.1 770550892.814630

HZ 1080M C 231.88345.1977.916025 1970

HZ 1080M D 249.82371.8 9253601,058.217340 2055

HZ 1180M A 264.18393.11,115.818285 2095

HZ 1180M B 273.83407.5 1036160 511501,171.719200 2235

HZ 1180M C 289.21430.4 11003101,239.420310

HZ 1180M D 304.63453.3 11651001,307.721430 2535



SECTION


Dimensions

Area

2

2

Massv1

v2

v3

v4

u y-y z-z y-y*3

3

y-y**3

3

z-z3

3

Waterside2

2

Landside2

2

HZ 880M A 154.24229.5 351350527.98650

HZ 880M B 171.30254.9578.59480 1795

HZ 880M C 178.93266.3611.810025

HZ 1080M A 195.75291.3804.613185 1675

HZ 1080M B 207.89309.4 760600873.614315

HZ 1080M C 230.05342.4959.015715 1910

HZ 1080M D 247.99369.01,038.917025 1990

HZ 1180M A 262.34390.41,096.617970 2030

HZ 1180M B 271.39403.91,146.318785 2150

HZ 1180M C 286.77426.8 527501,214.119895 2300

HZ 1180M D 300.92447.8 553501,269.020795



SECTION


Dimensions

Area

2

2

Massv1

v2

v3

v4

u y-y z-z y-y*3

3

y-y**3

3

z-z3

3

Waterside2

2

Landside2

2

HZ 880M A 152.57227.0 37290525.78615 1630

HZ 880M B 169.47252.2576.19440 1730

HZ 880M C 177.01263.6609.39985

HZ 1080M A 194.10288.9 36730801.213130 1620

HZ 1080M B 206.06306.7869.914255 1735

HZ 1080M C 228.22339.6955.315655

HZ 1080M D 246.16366.3 9056301,035.616970 1925

HZ 1180M A 260.49387.7 9631601,093.217915 1965

HZ 1180M B 268.94400.2 10096301,141.518705 2060

HZ 1180M C 284.32423.1 10735901,209.519820 2210

HZ 1180M D 297.20442.3 523501,261.720675 2275



SECTION


Dimensions

Area

2

2

Massv1

v2

v3

v4

u1

u2

y-y z-z y-y*3

3

y-y**3

3

z-z3

3

Waterside2

2

Landside2

2

HZ 880M A 175.93261.8560.59185 10520 2215

HZ 880M B 192.98287.2613.010045 11320 2305

HZ 880M C 200.61298.5 67060645.310580 2360

HZ 1080M A 217.43323.6 61630853.113980 2195

HZ 1080M B 229.58341.6922.415115 2295

HZ 1080M C 251.74374.6 673001,008.716530 2390

HZ 1080M D 269.67401.3 10205601,088.717840

HZ 1180M A 284.02422.71,146.318785

HZ 1180M B 293.07436.1 11290001,200.319670 21555

HZ 1180M C 310.81462.5 12036601,271.120830 22935

HZ 1180M D 324.96483.6 12625701,337.321915



SECTION


Dimensions

Area

2

2

Massv1

v2

v3

v4

u1

u2

y-y z-z y-y*3

3

y-y**3

3

z-z3

3

Waterside2

2

Landside2

2

HZ 880M A 195.49290.9725.011880 2965

HZ 880M B 212.38316.1 513050774.412690 3055

HZ 880M C 220.02327.4 537070806.713220 12300 3110

HZ 1080M A 237.02352.7 9115701,060.617380 16310 2935

HZ 1080M B 248.98370.51,128.018485 3035

HZ 1080M C 271.14403.5 10532501,211.919860 3130

HZ 1080M D 289.07430.2 903501,290.021140 20215 3200

HZ 1180M A 303.41451.5 915101,345.922055 21250 3235

HZ 1180M B 311.86464.11,393.522835 3315

HZ 1180M C 334.99498.5 1056701,494.524490 23655 3730

HZ 1180M D 347.87517.71,546.025335


Delivery FormForm a Form b

SECTION


Dimensions

Area

2

2

Massv1

v2

v3

v4

u1

u2

y-y z-z y-y*3

3

y-y**3

3

z-z3

3

Waterside2

2

Landside2

2

HZ 880M A 348.05518.01,172.919220

HZ 880M B 381.85568.31,273.920875 10270

HZ 880M C 397.12591.01,339.521950

HZ 1080M A 431.12641.61,767.928970 27265

HZ 1080M B 455.04677.21,903.031185 29505 11630

HZ 1080M C 499.36743.12,074.233990 32325 12670

HZ 1080M D 535.23796.5 20307102,233.236595 35055

HZ 1180M A 563.90839.2 7337702,347.638470 37115

HZ 1180M B 580.80864.3 7560602,443.440040

HZ 1180M C 619.31921.62,612.442810 15615

HZ 1180M D 645.07960.02,716.844520 16235



Delivery FormForm a Form b

SECTION


Dimensions

Area

2

2

Massv1

v2

v3

v4

u1

u2

y-y z-z y-y*3

3

y-y**3

3

z-z3

3

Waterside2

2

Landside2

2

HZ 880M A 369.28549.61,351.122135

HZ 880M B 403.08599.9 6255301,449.623755 21990 12010

HZ 880M C 418.35622.61,514.924825 23090

HZ 1080M A 452.36673.2 17105101,991.532635 30625 12755

HZ 1080M B 476.27708.82,127.034855

HZ 1080M C 520.59774.72,295.437615 35700

HZ 1080M D 556.46828.12,452.940195 15225

HZ 1180M A 585.13870.8 22617302,565.442040

HZ 1180M B 602.03895.92,661.043605 16305

HZ 1180M C 645.94961.3 9275202,860.846880

HZ 1180M D 671.70999.6 26509502,963.948570



SECTION

Dimensions


2

2

Mass

Moment of Modulus

Radius of

w h t s y-y y-y3

3

y-y2

2

AZ 14-770 106.84159.0127.22085

AZ 19-700 107.52160.0 55130159.82620

AZ 26-700 138.24205.7221.83635

AZ - Intermediary Piles



SECTION

Dimensions

Suitable King Pile Area2

2

Mass

Moment of Modulus

Coated Area

h b a ay y-y z-z y-y3

3

z-z3

3

Waterside2

2

Landside2

2

RZD 16 10.8916.2 571.118 22

RZU 16 10.8216.11.118 22

RH 16 10.7516.01.525 16

RZD 18 12.1618.1 1101.322 25

RZU 18 12.0317.9 92 1101.322 25

RH 20 13.4420.0 1222.033 22

Connectors



SECTION

PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION

Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 14-770

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 89.84827.9

HZ 880M B 23326997.6

5247.3

HZ 880M C 102.35500.0

HZ 1080M A 131.77080.6

HZ 1080M B 141.97629.0

HZ 1080M C 154.58306.4

HZ 1080M D 511110166.28935.4

HZ 1180M A 174.69387.0

HZ 1180M B 563303182.69817.1

HZ 1180M C 192.910370.9

HZ 1180M D 202.510887.0

2 3



SECTION


Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 14-770

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 114.96177.4

HZ 880M B 265196122.06559.1

HZ 880M C 276790126.86817.2

HZ 1080M A 162.88752.6

HZ 1080M B 172.79284.9

HZ 1080M C 184.99940.8

HZ 1080M D 196.310553.7

HZ 1180M A 204.310983.8

HZ 1180M B 211.311360.1

HZ 1180M C 663550226.1

12155.8

HZ 1180M D 233.512553.7

1 2 3



SECTION


Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 14-770

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 336971146.87892.4

HZ 880M B 158.88537.6

HZ 880M C 166.68956.9

HZ 1080M A 217.611698.9

HZ 1080M B 693606233.9

12575.2

HZ 1080M C 254.113661.2

HZ 1080M D 273.014677.3

HZ 1180M A 286.415397.8

HZ 1180M B 297.916016.0

HZ 1180M C 317.717080.5

HZ 1180M D 329.917736.4

1 2 3



SECTION


Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 14-770

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 168.69064.5

HZ 880M B 180.29688.1

HZ 880M C 188.010107.5

HZ 1080M A 244.813161.2

HZ 1080M B 261.114037.5

HZ 1080M C 280.915102.1

HZ 1080M D 299.616107.4

HZ 1180M A 312.816817.1

HZ 1180M B 324.217430.0

HZ 1180M C 1016362347.5

18682.7

HZ 1180M D 1055335359.6

19333.2

1 2 3



SECTION


Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 19-700

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 100.55403.2

HZ 880M B 260157108.85849.4

HZ 880M C 272720113.96123.6

HZ 1080M A 144.57768.8

HZ 1080M B 155.58360.2

HZ 1080M C 169.09086.0

HZ 1080M D 181.49752.6

HZ 1180M A 190.510241.9

HZ 1180M B 199.010698.9

HZ 1180M C 652571210.1

11295.6

HZ 1180M D 220.411849.4

2 3



SECTION


Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 19-700

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 127.96876.3

HZ 880M B 135.47279.5

HZ 880M C 140.47548.3

HZ 1080M A 178.29580.6

HZ 1080M B 535322188.8

10150.5

HZ 1080M C 201.810849.4

HZ 1080M D 214.011505.3

HZ 1180M A 222.611967.7

HZ 1180M B 230.112370.9

HZ 1180M C 245.913220.3

HZ 1180M D 253.813645.1

1 2 3



SECTION


Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 19-700

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 158.98543.0

HZ 880M B 171.59220.4

HZ 880M C 179.89666.6

HZ 1080M A 233.112532.2

HZ 1080M B 250.313456.9

HZ 1080M C 271.614602.1

HZ 1080M D 291.615677.3

HZ 1180M A 917152305.8

16440.8

HZ 1180M B 955935318.0

17096.7

HZ 1180M C 1023722338.8

18214.9

HZ 1180M D 1065031351.7

18908.5

1 2 3



SECTION


Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 19-700

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 393766182.29795.6

HZ 880M B 194.410451.5

HZ 880M C 202.610892.4

HZ 1080M A 262.014085.9

HZ 1080M B 279.215010.7

HZ 1080M C 300.116134.3

HZ 1080M D 319.817193.4

HZ 1180M A 965371333.8

17946.1

HZ 1180M B 345.918596.7

HZ 1180M C 370.519919.2

HZ 1180M D 383.320607.4

1 2 3



SECTION


Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 26-700

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 106.75 735 6 565 193

HZ 880M B 114.96 180 6 960 206 231 255

HZ 880M C 120.16 455 7 250 212 237 261

HZ 1080M A 149.38 025 9 000 226 250 275

HZ 1080M B 160.28 615 9 610 235 260

HZ 1080M C 533 350173.89 345 10 320 252 277 301

HZ 1080M D 573 000186.310 015 11 030 266 290 315

HZ 1180M A 602 790195.310 500 11 560 277 301 326

HZ 1180M B 203.910 960 12 010 333

HZ 1180M C 667 320214.811 550 12 715 296 321

HZ 1180M D 697 500225.212 105 13 195 307 332 357

2 3



SECTION


Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 26-700

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 134.77240 6670 202 230

HZ 880M B 309150142.27645 270

HZ 880M C 321600147.27915 7365 220 276

HZ 1080M A 183.49860 9255 262 290

HZ 1080M B 550120194.010430 271 300

HZ 1080M C 590270207.011130 10565 260 316

HZ 1080M D 629600219.211785 11270 302 330

HZ 1180M A 659120227.812245 11795 313

HZ 1180M B 235.212645 12230 291 319

HZ 1180M C 250.913490 13030 307 336 365

HZ 1180M D 762290258.813915 317 375

1 2 3



SECTION


Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 26-700

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 376 510164.18 825 262 302

HZ 880M B 176.79 500 302 322

HZ 880M C 185.09 945 292 312 331

HZ 1080M A 701 120237.112 745 11 995

HZ 1080M B 254.313 670 12 935 329 369

HZ 1080M C 275.614 815 356 376 396

HZ 1080M D 295.615 890 15 220

HZ 1180M A 929 010309.816 655 16 065 396

HZ 1180M B 967 790321.917 305 16 755

HZ 1180M C 1 035 550342.718 425

HZ 1180M D 355.619 120

1 2 3



SECTION


Area

2

2

Moment of Modulus

3

3

Modulus3

3

*** AZ 26-700

2

2

2

2

2

2

Waterside2

2

Landside2

2

HZ 880M A 187.710 090 9 295 270 292 315

HZ 880M B 199.910 745 290 313 335

HZ 880M C 208.011 185 300 322

HZ 1080M A 750 050266.214 310 322 367

HZ 1080M B 283.415 235 337 360

HZ 1080M C 304.316 360 15 525

HZ 1080M D 930 050323.917 415 16 655

HZ 1180M A 977 220337.918 165 17 500

HZ 1180M B 1 015 950350.018 815

HZ 1180M C 1 095 390374.620 140

HZ 1180M D 1 136 560387.320 825 501

1 2 3



SECTION

Dimensions PROPERTIES PER FOOT OF WALL

bsys

v1

v2

v3

v4

Area

2

2

Mass2

2

Moment of Modulus

3

Modulus3

3

Waterside2

2

Landside2

2

HZ 880M A 106.46519.8356.219 150 19 575

HZ 880M B 116.98571.1388.120 865

HZ 880M C 121.88595.1 933 600409.222 000 22 360

HZ 1080M A 134.40656.2 1 602 720545.529 330

HZ 1080M B 142.31694.8591.031 775

HZ 1080M C 156.08762.0 1 900 270644.034 625 35 255

HZ 1080M D 167.35817.1694.337 330

HZ 1180M A 176.26860.6 2 176 560730.139 250

HZ 1180M B 182.11889.1765.241 140

HZ 1180M C 192.56940.1806.443 355

HZ 1180M D 201.21982.4846.945 530

2 3



SECTION

Dimensions PROPERTIES PER FOOT OF WALL

bsys

v1

v2

v3

v4

Area

2

2

Mass2

2

Moment of Modulus

3

Modulus3

3

Waterside2

2

Landside2

2

HZ 880M A 108.81531.2375.4

20 185

HZ 880M B 119.21582.0406.2

21 840 20 255

HZ 880M C 124.12606.0 957 590427.3

22 975

HZ 1080M A 136.79667.9570.2

30 655

HZ 1080M B 144.57705.9614.5

33 035 31 215

HZ 1080M C 158.33773.0667.1

35 865

HZ 1080M D 169.60828.1717.2

38 560 36 905

HZ 1180M A 178.50871.5752.6

40 460 39 010

HZ 1180M B 183.95898.1783.6

42 130

HZ 1180M C 195.26953.3833.3

44 800

HZ 1180M D 203.09991.6864.9

46 500

2 3

Form a Form b






ASTMYIELD STRENGTH



A 328 39 270 Grade 260 W 260 35

A 572 Grade 42 290 Grade 300 W 297 39 270

A 572 Grade 50 50 Grade 355 W 51 355 315

A 572 Grade 55 55 Grade 400 W 51 355

A 572 Grade 60 60 57 390

A 572 Grade 65 65 62

A 690 50 67

A 690* 57 390

ASTM A 6

Maximum Rolled Lengths**


Steel H-Pile

SECTION

Weight Area

2

2

Depth d

Flange Width

b

THICKNESS

Area

2

2

ELASTIC PROPERTIES

Flange (tf)

Web (tw)

AXIS X-X AXIS Y-Y

I S3

3

Z3

3

r I S3

3

Z3

3

r

HP 8HP 200

36207

1191677 162

HP 10HP 250

63 257210

711 233

57259 12237

101323

HP 12HP 310

5379 100 300 305

3931093

127

63119 302 307 1296

153

110 307 310569

1537105

125 159 312 312650

270551061737

120 213567

HP 14HP 360

73109 371

729 1071753

261

132 351 373 37627131 326

13569 726

102152 356 376

1050 150 169

117222 361

1220 172975

HP 16HP 410

131 167 3991110

2376161

729

101150 193

13002753

121231

1590 201 2261039

210 269599

1227116

162 2190 269 306 69729011

2722510

1639156

HP 18HP 460

135201 257

220091570

251 7061299

122

157 2570106971

290 3271526

2693020

1257013365506

3791770

167

62271120

2032191



AMERICAN CANADIAN EUROPEAN**

ASTMYIELD STRENGTH



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

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

A 588 50 HISTAR 460 67

A 690 50

Steel H-Pile

Splicer and H-Pile Point

ASTM A 6


100

Spiralweld Pipe

Rolled and Welded Pipe


PIPE WEIGHT

Outside Diameter (D

O)

WALL THICKNESS (t)

10

12

16

20

30

36

1067

1219

1372

60

72

96

120

DO

DI

t

Please inquire about other diameters and thicknesses.

APPROXIMATE VALUES



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

30 205 30 205 50

35 35 A 690 50

290 310 A 572 50

315 A 709 50

52 360 50

Easy Weight Calculator 3

ASTM

Maximum Rolled Lengths***

Rectangles and Squares

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

Rings

Weight (lbs) = Thickness x (DO2 - DI2) x 0.28364

Area = (DO2 - DI2) 4

D

O

D

I

Circular Plates

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

Area = D2 4

D


DO

DI

t

APPROXIMATE VALUES

PIPE WEIGHT

Outside Diameter (D

O)

Wall Thickness (t)

30

36

1067

1219

1372

60

661676

72

90

96

1022591

120

12632001323353

3505

150

1563962162



ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

ASTMYIELD STRENGTH

A 36 36 250 30 205 260

30 205 35 290

35 310 50

290 50 55

315 30 205 60

52 360 32 220 65

35 50

ASTM


Rolled & Welded 120 feet (36.6 m)


HP Accessories

Sheet Pile Accessories


Pipe Accessories

Timber Accessories

Conical Points

Drive-On Pipe Pile Splicer

Drive-Tite Boot

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


Threaded Bar - Grade 75

Bar Nominal Diameter

Minimum Net Area Thru Threads

2

2

Minimum Minimum Yield Strength

Nominal Weight

Approx. Major Thread Diameter Thread

Max. Length

#8 1 2579 1 18 60

#9 1 18 100 75 1 60

#10 1 32127 1 38 60

#11 1 38 35156 117 1 60

#14 1 225 1 78 60

#18 2 55300 2 716 60

#20** 2 2 60

#24** 376707 530 3 60

#28** 3 960 720 3 60

Threaded Bar - Grade 150

Nominal DiameterMinimum Net Area

Thru Threads2

2

Minimum Minimum Yield Strength

Nominal Weight

Approx. Major Thread Diameter Thread

Max. Length

126 567

102 1 18 60

1 32

150667

1 60

1 3836 1019

237 190 1 58 60

1 1779

320 2 50

2 65 3350

6222766

2 50

375

10593766

3 50

38

Approx. MajorThread Diameter

Approx. MajorThread Diameter


Threaded Bar Connectors

Grade 75 Bar

Bar OD L Weight

#8

#9

#10

#11

#14

#18

#20

#24

#28

Grade 150 Bar

Nominal Diameter

OD L Weight

126

1 32

1 3836

1

2 65

375

Hex Nuts (Full and Jam Nuts)

Grade 75 Bar

Bar A B C

Weight

#8

#9

#10

#11

#14

#18*

#20*

Grade 150 Bar

Nominal Diameter

A B CWeight

126

1 32

1 3836

1

2 65

3*75


Hardened Washers

Grade 75 Bar

Bar

A B C Weight

#8

#9

#10

#11

#14

#18

#20

#24

#28

Grade 150 Bar

Nominal Diameter

in

A B C Weight

126

1 32

1 3836

1

2 65

375

Grade 75 Bar

Bar

A B C D Bevel

Weight

#8 15

#9 15

#10 15

#11 15

#14 1.64 0.23 15

#18 0.37 10

#20 0.43 10

#24 0.43 10

#28 0.84 10

Grade 150 Bar

Nominal Diameter

A B C DBevel

Weight

126 15

1 32 15

1 3836 15

1 15

2 65 10

375 10

Round Beveled Washers


Bearing Plates

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

Grade 75 Bar

Bar A B C Weight

#9

#101

#1110 10 1

10 10 1

10 10 2

#2010 10 2

10 10 2

12 12 2

Grade 150 Bar

Nominal Diameter

A B C Weight

126

6 6 1

1 32

7 7 1

1 3836

1

1 9 9 1

2 65

10 10 2

375

12 12 2


Threaded Casing

Outside Diameter

Thickness Inside Diameter

WeightCross

Area2

2

Total Area

2

2

Internal Volume

3

3

External Surface

Area2

2

Moment of Modulus

3

3

1032

2627

2971

6693

13737

External Surface Area


Casing Accessories

Tooling Items

J-Teeth Grout Heads Duplex Adapters

Ring Bits Shear Rings Flange Adapters

Casing Shoes Casing Crossover Subs

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

Breakout Wrenches Casing Crowns Cushion Subs

Diverter Heads Downhole Hammers Downhole Hammer Bits

Drag Bits Flushing Heads

Grout Swivels Ictology Bits Stabilizers

Tricone Bits


BEAM Available Steel Grades

AMERICAN CANADIAN EUROPEAN*

ASTMYIELD STRENGTH


EN 10113

YIELD STRENGTH

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

A 572 Grade 50 50 S 275 275

A 588 50 S 355 51 355

A 709 50 S 460 HISTAR 67

A 913 50

A 913 65

A 992 50

ASTM A 6


CHANNEL Available Steel Grades


ASTMYIELD STRENGTH



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

A 572 Grade 50 50 S 355 GP 51 355

A 572 Grade 60 60

A 588 50

A 242 50

ANGLE Available Steel Grades


ASTMYIELD STRENGTH



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

A 572 Grade 50 50 S 355 51 355

A 572 Grade 60 60

A 588 50

A 242 50

3 to 7 in 7 to 14 in Over 14 in

3 to 7 in 7 to 14 in Over 14 in

1 to 2 in 2 to 3 in 3 to 4 in 4 to 6 in Over 6 in

0.1875 in to 0.375 in Over 0.375 in

Maximum Rolled Lengths**

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

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

www.skylinesteel.com | 888.450.4330

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