Page 1


H-Piling

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Specifications

www.conklinsteel.com

H-Piles are often driven into the ground and used for deep foundations to support structures in commerical construction, such as buildings and bridges. Due to their strength, they can be utilized for driving in soil conditions that other piling would have difficulty penetrating. Their durability also make these steel columns perfect for applications in areas to are prone to earthquakes or other natural disasters. Thickness

AXIS X-X

AXIS Y-Y

Weight

Area

DEPTH

FLANGE WIDTH

FLANGE

WEB

COATING AREA

36

10.6

8.02

8.155

0.445

0.445

3.92

42

12.4

9.70

10.075

0.420

0.415

4.83

57

16.8

9.99

10.225

0.565

0.565

4.91

53

15.5

11.78

12.045

0.435

0.435

5.82

63

18.4

11.94

12.125

0.515

0.515

5.86

74

21.8

12.13

12.215

0.610

0.605

5.91

84

24.6

12.28

12.295

0.685

0.685

5.97

73

21.4

13.61

14.585

0.505

0.505

6.96

89

26.1

13.83

14.695

0.615

0.615

7.02 2.14

37600

102

30.0

14.01

14.785

0.705

0.705

7.06

1050 43700

2480

15.0

15800

117

34.4

14.21

14.885

0.805

0.805

7.12

1220

172 5.96

88

25.8

15.33

15.665

0.540

0.540

7.52

1112

101

29.8

15.50

15.750

0.625

0.625

7.56

1297

121

35.7

15.75

15.875

0.750

0.750

7.62

1578

141

14.7

16.00

16.000

0.875

0.875

7.69

1871

162

47.7

16.25

16.125

1.000

1.000

7.75

2175 90542

4387

17.2

29167

183

53.8

16.50

16.250

1.125

1.125

7.81

2492

302 6.81

135

39.8

17.50

17.750

0.750

0.750

8.54

2196

157

46.2

17.74

17.870

0.870

0.870

8.60

181

53.2

18.00

18.000

1.000

1.000

8.66

204

60.0

18.25

18.125

1.125

1.125

8.73

54 63 85 79 94

110 125

Section Size

Elastic properties

109 132 152 174 131 151 181 211 242 272 202 234 269 304

68.4 80.0 108 100 119 141 159 138 168 194 222 167 192 230 269 308 347 257 298 343 387

204 246 254 299 303 308 312 346 351 356 361 389 394 400 406 413 419 445 451 457 464

207 256 260 306 308 310 312 370 373 376 378 398 400 403 406 410 413 451 454 457 460

11.3 10.7 14.4 11.0 13.1 15.5 17.4 12.8 15.6 17.9 20.4 13.7 15.9 19.1 22.2 25.4 28.6 19.1 22.1 25.4 28.6

11.3 10.5 14.4 11.0 13.1 15.4 17.4 12.8 15.6 17.9 20.4 13.7 15.9 19.1 22.2 25.4 28.6 19.1 22.1 25.4 28.6

1.19 1.47 1.50 1.77 1.79 180

1.82 2.12

2.15 2.17 2.29 2.30 232

2.34 2.36 2.38 2.60 2.62 2.64 2.66

119

29.8 3.36

40.3

9.88 1.95

210

43.4 4.13

71.7

14.2 2.41

294

58.8 4.18

101

19.7 2.45

393

66.9 5.03

127

21.1 2.86

472

79.1 5.06

153

25.3 2.88

569

93.8 5.11

186

30.4 2.92

213

34.6 2.94

261

35.8 3.49

326

44.3 3.53

380

51.4 3.56

443

59.5 3.59

347

44.0 3.66

408

52.1 3.70

501

63.1 3.75

599

75.2 3.79

701

87.0 3.83

17.3

807

33595

99.0 3.87

251 7.43

700

78.8 4.19

829

93.0 4.24

4950 8740 12200 16400 19600 23700

650

27100

729

30300

904

50800 46295 53978 65675 77859

487 711 969

1090 1290 1530

8.53 10.5 10.6 12.8 12.9 13.0

106 5.14

1730

13.1

107 5.84

1770

14.8

131 5.88

2150

14.9

150 5.92

2830

15.1

145 6.56

2378

16.7

167 6.60

2742

16.8

200 6.65

3283

16.9

234 6.70

3832

17.0

268 6.75

103738 4951 91423

4114

2583

291 7.48

3017

335 7.53

3450

378 7.58

107516 4772 125579 5493 143598 6196

18.9 19.0 19.1 19.3

1680 2980 4200 5290 6370 7740 8870

10900 13600

18400 14425 16971 20859 24923

29143 34512

162 233 323 346 415 498 567 587 726 842 975 725 848

1035 1227 1424 1628 1293 1521

4.60 6.12 6.22 7.26 7.32 7.42 7.47 8.86 8.97 9.04 9.12 9.31 9.40 9.52 9.63 9.74 9.84 10.7 10.8

974 108.1 4.28

40545

1774

10.9

1119 123.0 4.32 46585

2024

11.0


Hot Rolled PZ Sheet piling Specifications

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Sheet piling is unique product because it has a connection (or an “interlock”) at both ends of the section. The interlocks connect together forming a continuous wall of sheeting. Sheet piling is classified in 2 applications: permanent and temporary. In a permanent application, the sheet piling wall is driven into and remains in the ground. A temporary application provides access and safety for construction in a confined area. Once the work is completed, the sheet piling is removed. Per single section

Section Size

NOMINAL WALL WEB FLANGE WIDTH DEPTH THICKNESS THICKNESS

Per UNIT OF WALL

TOTAL NOMINAL MOMENT SECTION SURFACE AREA WEIGHT OF COATING INERTIA MODULUS AREA AREA* in2

(cm2)

lb/ft

(kg/m)

in4

in3

ft2/ft

ft2/ft

MOMENT SECTION AREA WEIGHT OF INERTIA MODULUS in2/ft

lb/ft2

(cm4)

(cm3)

(m2/m)

(m2/m)

(cm2/m)

(kg/m2)

in4/ft

in3/ft

(cm4/m)

(cm3/m)

PZ 22

22.00

9.25

0.375

0.375

12.20 41.5

156.0

33.7

4.96

4.46

6.65

22.6 110.6

11,620

85.1

18.4

PZ 27

18.00

12.10

0.3759.70 0.375 246

12.20 41.5

281.0

46.4

4.96

4.46

8.13

27.7

187.3

31.0

PZ 35

22.64

15.10

0.500

0.605

19.40 66.0

697.1

92.3

5.83

5.33

10.28 35.0

369.5

48.9

PZ 40

19.69

16.40

0.500

0.600

19.28 65.6

824.8

100.6

5.83

5.33

11.75 40.0

502.7

61.3

559 457 575 500

235 307 384 417

9.5

9.5 246

12.7 12.7

9.5 9.5

15.4 15.2

78.7 78.7

125.2 124.4

61.8 61.8 98.2 97.6

6,495

11,695 29,015 34,330

555 760

1,515 1,650

1.51 1.51 1.78 1.78

1.36 1.36 1.62 1.62

140.9 172.2 217.7

248.7

135.1 170.8

195.2

25,580 50,455

68,645

990

1,660 2,635

3,300

All dimensions given are nominal. Actual flange and web thicknesses vary due to mill rolling practices; however, permitted variations for such dimensions are not addressed. * Both sides of the sheet; excludes socket and ball of interlock.

z-profiles (pzc & pz) Z-profiles, with their optimum distribution of material, are the most efficient sheet piling sections available for bending strength. With the interlocks located on the outer fibers of the wall — rather than at the center line, as is the case with Arch or U-Profile sheet piling sections, the wall designer is assured of the published section modulus. The Z-Profile is optimal for both weight and strength.

The Interlock The Ball-and-Socket Interlock was introduced in the USA in the late 1930's and continues to be the preferred interlock.

The Benefits: •

Most rugged, durable and flexible interlock available

• Highest interlock strength relative to other Z-Profiles

• Easier for setting, driving, and extraction

• Ideal for reuse in multiple projects

• Higher ”buy back/ resale“ value

Flexibility when setting — allows adjustment to wall length by swinging (rotating sheets)


Hot Rolled PZC Sheet piling Specifications

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PZC sections are the ”latest generation” of sheet piling profiles, and were developed to be lighter, wider, and stronger than the older traditional PZ sections. PZC profiles should always be the designer’s first choice in order to provide the end user the most efficient retention wall with the most efficient ratio of section modulus to weight.

NOMINAL WALL WEB DEPTH THICKNESS FLANGE WIDTH (HEIGHT) THICKNESS

Per single section

Per UNIT OF WALL

TOTAL NOMINAL MOMENT SECTION SURFACE AREA WEIGHT OF COATING INERTIA MODULUS AREA AREA*

MOMENT SECTION AREA WEIGHT OF INERTIA MODULUS

in2

Section Size

(cm2)

lb/ft

in4

(kg/m)

in3

ft2/ft

ft2/ft

in2/ft

lb/ft2

in4/ft

in3/ft

(cm4)

(cm3)

(m2/m)

(m2/m)

(cm2/m)

(kg/m2)

(cm4/m)

(cm3/m)

27.88

12.56

0.375

0.375

14.82 50.4

353.0

56.2

6.10

5.60

6.38

21.7

152.0

24.2

27.88

12.60

0.4209.70 0.420

16.15 55.0

381.6

60.5

6.10

5.60

6.95

23.7

164.3

26.0

25.00

15.25

0.375

0.375

14.82 50.4

532.2

69.8

6.10

5.60

7.12

24.2

255.5

33.5

25.00

15.30

0.420 11.780.420

16.16 55.0

11.78 576.3

12.045 75.3

6.10 11.78

5.60 12.045

7.75

26.4

276.6 11.78

36.1 12.045

PZC 25

27.88

17.66

0.485

0.560

20.40 69.4

938.7

106.3

6.65

6.15

8.78

29.9

404.1

45.7

PZC 26

27.88

17.70

0.525

0.600

21.72 73.9

994.3

112.4

6.65

6.15

9.35

31.8

428.1

48.4

PZC 28

27.88

17.75

0.570

0.645

23.22 79.0

1,057.1

119.1

6.65

6.15

10.00 34.0

455.1

51.3

PZC 13 PZC 14 PZC 18 PZC 19

708 708 635 635 708 708 708

319 320 387 388 449 450 451

9.5

9.5

10.7 246 9.5

9.5

10.7 299 12.3 13.3 14.5

10.7

10.7 14.2 15.2 16.4

95.6

104.2 95.6

104.2 131.6 140.1 149.8

75.1

14,695

81.8

15,890

75.1

22,155 299 23,990

81.8

103.3

39,075

110.0

41,390

117.6

44,000

920 990

1,145 306 1,235 1,740 1,840 1,950

1.86 1.86 1.86

1.86 299 203 203 203

1.71 1.71 1.71 1.71 306 1.87 1.87 1.87

135.1

106.0

147.2

115.5

150.6

118.2

164.1

128.8

185.9

145.9

197.9

155.4

211.6

166.1

20,755 22,445 34,890 37,780 299 55,190 58,460 62,145

1,300 1,400 1,800

1,945 306 2,455 2,600 2,755

All dimensions given are nominal. Actual flange and web thicknesses vary due to mill rolling practices; however, permitted variations for such dimensions are not addressed. * Both sides of the sheet; excludes socket and ball of interlock.

0.375"

PZC 13

0.375"

PZC 18

9.5 mm

15.2 mm

9.5 mm

15.25"

12.56"

387 mm

319 mm

0.375"

9.5 mm

9.5 mm

0.375" 9.5 mm

27.88"

708 mm

17.70"

387 mm

0.525"

9.5 mm

0.375" 0.375"

0.60"

PZC 26

25.00"

635 mm

NOTE: Higher section modulus profiles are under development.

13.3 mm

0.600"

15.2 mm

27.88"

708 mm


Hot Rolled Ps FLAT WEB Sheet piling

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Specifications

www.conklinsteel.com

Section Size

Per single section NOMINAL DEPTH WIDTH (HEIGHT)

WALL DEPTH

Per UNIT OF WALL

TOTAL NOMINAL WEB MOMENT SECTION SURFACE AREA WEIGHT OF COATING INERTIA MODULUS THICKNESS AREA AREA*

(HEIGHT)

lb/ft

in2

(cm2)

(kg/m)

in4

in3

ft2/ft

ft2/ft

MOMENT SECTION AREA WEIGHT OF INERTIA MODULUS in2/ft

lb/ft2

in4/ft

(cm4)

(cm3)

(m2/m)

(m2/m)

(cm2/m)

(kg/m2)

(cm4/m)

in3/ft

(cm3/m)

PS 27.5

19.69

2.83

3.55

0.40

13.26 45.1

5.0

3.2

4.50

3.64

8.08

27.5

3.0

1.9

PS 31

19.69

2.83

3.55

0.50

14.96 50.9

5.0

3.2

4.50

3.64

9.11

31.0

3.0

1.9

500

500

72

72

90

10.2

90

12.7

85.5

67.1

96.5

75.7

207

52

207

1.37

52

1.37

1.11

1.11

171.0

134.2

192.9

414

151.4

103

414

103

* Both sides of the sheet; excludes socket and ball of interlock. 0.50"

0.40"

12.7 mm

10.2 mm

10 째

3.55" 90mm

19.69"

19.69"

500 mm

500 mm

Proper Interlock

IMProper Interlock

AVAILABLE steel grades PS's

Section Size

YIELD STRENGTH

PZ's

interlock strength

(ksi)

(MPa)

(k/in)

(kN/m)

A328

39

270

16

2800

A572-50

50

345

20

A572-60

60

415

A588

65

A690

50

MAXIMUM SWING**

YIELD STRENGTH (ksi)

(MPa)

10 Degrees

39

270

3500

10 Degrees

50

345

24

4200

10 Degrees

60

415

450

24

4200

10 Degrees

65

450

345

20

3500

10 Degrees

50

345

Higher interlock strengths are available but obtainable swing may be reduced in interlock strengths about 24 Kips/in. (4,200 Kn/m) * The minimum ultimate interlock strengths assume proper interlocking of sheets. To verify the strength of PS Sheet Piling, both yielding of the web and failure of the interlock should be considered. ** Swing reduces 1.5 degrees for each 10 feet (3 meters) in length over 70 feet (21 meters). NOTE: Do not Interlock PS sections made by two different manufacturers. PS and Z-sheet piling should not be interlocked together. Only PS 27.5 and PS 31 can be interlocked with each other.


Hot Rolled PZC Sheet piling Specifications

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pzc high section modulus systems PZC High Section Modulus systems are combinations of beams (PZC-B) or pipe (PZC-P) with PZC sheet piling designed to achieve higher section modulus requirements. The main load-carrying elements are the beams or pipe. The intermediate sheet piling, along with extruded connectors, serves to close the face of the wall.

Water

PZC-B

Land

PZC-P

PZC 26 COVER PLATED PZC

cover plated pzc 26 To obtain higher section modulii

Per single section

Section Size

Nominal width in

(mm)

Plate size in

AREA in2

WEIGHT lb/ft

(mm)

(mm2)

(kg/m)

Per UNIT OF WALL

total surface area

Nominal coating area*

Plate full length

ft2/ lin. ft (m2/m)

ft2/ lin. ft (m2/m)

(kg/m2)

(kg/m2)

(cm4/m)

(cm3/m)

Plate half length

MOMENT OF INERTIA

lb/ft2

in4/ lin. ft

lb/ft2

SECTION MODULUS in3/ft

PZC 37-CP

27.88

3.5 x 0.9375

28.28

96.2

6.96

6.46

41.4

36.6

673.3

68.8

PZC 39-CP

27.88 708

3.5 x 1.125

29.60

100.6

7.03

6.53

43.3

37.6

728.3

73.0

(PZC 26)

PZC 41-CP

27.88

3.5 x 1.25

30.47

103.6

7.07

6.57

44.6

38.2

766.1

75.8

(PZC 26)

(PZC 26)

708

708

89x24

89x29

89x32

182.5

190.6

196.6

143.1

149.7

154.2

2.12

2.14

2.15

1.97

1.99

2.00

202.2

211.6

217.8

178.7

183.4

186.6

91,900

99,500

104,600

3,700

3,930

4,080

All dimensions given are nominal. Actual flange and web thicknesses vary due to mill rolling practices; however, permitted variations for such dimensions are not addressed. * Both sides of the sheet; excludes socket and ball of interlock.

NOTE:

Best economy is obtained when plate length is limited to area of high moment. Cover plate length depends upon moment curve. Filet weld should be sized to adequately resist design loads. Weld requirements should be specified by design engineer.


COLD Rolled Sheet piling Specifications

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LIGHTWEIGHT Nominal width

Nominal HEIGHT

CENTRAL section

nominal THICKNESS

WEIGHT (SQ. FT.)

WEIGHT (LIN. FT.)

lb/sq ft

lb/lin ft

section modulus

MOMENT OF INERTIA

coating area

in3 (ft. wall)

in4 (ft. wall)

sq ft/lin ft

in

Gauge

(mm)

(mm)

in

18

3.12

10-10

.134

7.2

10.8

2.2

3.5

3.7

18

3.12

8-8

.164

8.8

13.2

2.62

4.2

3.7

18

3.12

7-7

.179

9.6

14.4

2.8

4.4

3.7

18

3.12

6-6

.194

10.5

15.8

3.0

4.9

3.7

18

3.12

5-5

.209

11.3

16.9

3.4

5.4

3.7

in

BENT CORNERS

E Type

F Type

G Type

H Type

Outside/Inside Simple

Outside/Inside Complicated

ZEE LIGHTWEIGHT Nominal width

Nominal HEIGHT

in

in

section type

nominal THICKNESS

WEIGHT

WEIGHT (LIN. FT.)

section modulus

in

lb/sq ft

lb/lin ft

in3 (ft. wall)

(SQ. FT.)

MOMENT OF INERTIA

coating area

in4 (ft. wall)

in4 (ft. wall)

PER PILE

PER FT OF PILE

sq ft/lin ft

24

4.5

LZ-8

.164

8.3

16.6

3.6

16.8

8.1

4.75

24

4.5

LZ-7

.179

9.1

18.2

3.9

18.4

8.9

4.75

24

4.5

LZ-5

.209

10.6

21.2

4.6

21.5

10.4

4.75

24

4.5

LZ-3

.239

12.3

24.6

5.2

24.5

11.8

4.75

24

4.5

LZ-250

.250

12.8

25.6

5.4

25.7

12.4

4.75

G Type

H Type

BENT CORNERS

E Type

F Type

Outside/Inside Simple

Outside/Inside Complicated


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COLD Rolled Sheet piling Specifications

INTERMEDIATE LIGHTWEIGHT Nominal width

Nominal HEIGHT

in

in

section type

nominal THICKNESS

WEIGHT

WEIGHT (LIN. FT.)

section modulus

in

lb/sq ft

lb/lin ft

in3 (ft. wall)

(SQ. FT.)

MOMENT OF INERTIA in4 (ft. wall)

in4 (ft. wall)

PER PILE

PER FT OF PILE

coating area sq ft/lin ft

22

7.5

SZ-10

.164

9.4

16.6

7.3

50.3

27.4

4.75

22

7.5

SZ-11

.179

10.3

18.2

7.9

54.7

29.8

4.75

22

7.5

SZ-12

.209

12.0

21.2

9.2

63.9

34.8

4.75

22

7.5

SZ-14

.239

13.5

24.4

10.4

73.1

39.9

4.75

22

7.5

SZ-15

.250

14.0

25.5

10.9

76.4

41.7

4.75

BENT CORNERS

E Type

F Type

G Type

H Type

Outside/Inside Simple

Outside/Inside Complicated

INTERMEDIATE HEAVYWEIGHT Nominal width

Nominal HEIGHT

in

in

section type

nominal THICKNESS

WEIGHT

WEIGHT (LIN. FT.)

section modulus

in

lb/sq ft

lb/lin ft

in3 (ft. wall)

(SQ. FT.)

MOMENT OF INERTIA in4 (ft. wall)

in4 (ft. wall)

PER PILE

PER FT OF PILE

coating area sq ft/lin ft

26.75

9.4

SZ-14.5

.250

14.5

32.4

13.0

136.9

61.49

5.75

26.75

9.4

SZ-14.5RU

.270

15.7

35.1

14.0

147.8

66.40

5.75

26.75

9.4

SZ-18

.312

18.1

40.4

16.2

171.1

76.83

5.75

26.75

9.4

SZ-20

.340

19.8

44.1

17.5

185.6

83.37

5.75

26.75

9.4

SZ-21

.350

20.3

45.3

18.1

191.5

86.00

5.75

26.75

9.4

SZ-21

.375

21.8

48.6

19.3

204.6

91.92

5.75

BENT CORNERS

E Type

F Type

G Type

H Type

Outside/Inside Simple

Outside/Inside Complicated


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COLD Rolled Sheet piling Specifications

MID-HEAVY Nominal width

Nominal HEIGHT

in

in

section type

nominal THICKNESS

WEIGHT

WEIGHT (LIN. FT.)

section modulus

in

lb/sq ft

lb/lin ft

in3 (ft. wall)

(SQ. FT.)

MOMENT OF INERTIA in4 (ft. wall)

in4 (ft. wall)

PER PILE

PER FT OF PILE

coating area sq ft/lin ft

22

10.75

SZ-250

.250

15.9

32.4

16.6

182.2

89.42

5.75

22

10.75

SZ-313

.312

19.9

40.4

20.6

227.3

111.53

5.75

22

10.75

SZ-340

.340

21.5

44.1

22.4

247.5

121.45

5.75

22

10.75

SZ-350

.350

22.1

45.3

22.9

254.0

124.62

5.75

22

10.75

SZ-375

.375

23.5

48.6

24.5

272.2

133.55

5.75

BENT CORNERS

E Type

F Type

G Type

H Type

Outside/Inside Simple

Outside/Inside Complicated

HEAVYWEIGHT Nominal width

Nominal HEIGHT

in

in

section type

nominal THICKNESS

WEIGHT

WEIGHT (LIN. FT.)

section modulus

in

lb/sq ft

lb/lin ft

in3 (ft. wall)

(SQ. FT.)

MOMENT OF INERTIA in4 (ft. wall)

in4 (ft. wall)

PER PILE

PER FT OF PILE

coating area sq ft/lin ft

22

12.25

SZ-222

.312

22.1

40.4

26.7

299.0

163.09

5.75

22

12.25

SZ-24

.340

24.1

44.1

29.0

325.5

177.52

5.75

22

12.25

SZ-25

.350

24.8

45.3

29.7

334.1

181.91

5.75

22

12.25

SZ-27

.375

26.6

48.6

32.0

358.0

195.18

5.75

BENT CORNERS

E Type

F Type

G Type

H Type

Outside/Inside Simple

Outside/Inside Complicated


1-888-CONKLIN (266-5546) www.conklinsteel.com

COLD Rolled Sheet piling Specifications

MEGA Z Nominal width

Nominal HEIGHT

in

in

section type

nominal THICKNESS

WEIGHT

WEIGHT (LIN. FT.)

section modulus

in

lb/sq ft

lb/lin ft

in3 (ft. wall)

(SQ. FT.)

MOMENT OF INERTIA in4 (ft. wall)

in4 (ft. wall)

PER PILE

PER FT OF PILE

coating area sq ft/lin ft

22

10.75

MSZ-312

.313

20.58

49.72

34.45

714.12

295.65

7.51

22

10.75

MSZ-340

.340

22.40

54.10

37.46

777.92

322.06

7.52

22

10.75

MSZ-350

.350

23.05

55.69

38.48

799.75

331.10

7.53

22

10.75

MSZ-375

.375

24.70

59.67

41.14

856.69

354.67

7.54

22

10.75

MSZ-406

.406

26.74

64.60

44.53

929.53

384.83

7.54

G Type

H Type

BENT CORNERS

E Type

F Type

Outside/Inside Simple

Outside/Inside Complicated

AVAILABLE BENT CORNERS 90 °

“E” Type • Capping Angle • Waling Channel • Tie Back Rods

90 °

“F” Type • Custom Capping • Waling Channel • Tie Back Rods

Corners may be bent to any degree up to 90º

OUTSIDE SIMPLE 90 °

Outside corners available in all Zee piling sections Inside corners available in Light Zee, Intermediate

INSIDE SIMPLE 90 °

90 °

90 °

“G” Type

“H” Type

• Capping Angle • Waling Channel • Tie Back Rods

• Custom Capping • Waling Channel • Tie Back Rods

Light Zee and Intermediate Heavy Zee Custom Capping, Tie Backs, Waling, Fabricated Corners, Tees and Slip Joints Are Available

OUTSIDE COMPLICATED 90 °

INSIDE COMPLICATED 90 °

All corners can be bent up to 90º. All piling sections can be bent to make outside corners or inside corners on either lock leg or center-of-web corners. Lock leg corners can be located anywhere between 3-inches and 8-inches from the centerline of the lock. Corners in the web area must be located at the center of the web.


Pipe Pile 1-888-CONKLIN (266-5546)

Specifications

www.conklinsteel.com

Pipe Piles are designed to transfer structural loads through the foundation to soils below. Where H-Piles are typically classified as point bearing, Pipe Piles are most efficient as friction piles. Pipe Piles have substantial surface area that interacts with the surrounding soil to provide great frictional load resistance. Pipe Piles are also used in conjunction with sheet piles to add lateral stiffness and bending resistance where loads exceed the capacity of sheet piles alone.

ERW PIPE PILING

Outside diameter

(in.)

WALL THICKNESS

(in.)

lbs/ft

0.1880

0.219

0.2500

0.312

0.3750

0.438

0.5000

8.625

16.96

19.68

22.38

27.73

33.07

38.33

43.43

10.75

21.23

24.65

28.06

34.81

41.59

48.28

54.79

12.75

25.25

29.34

33.41

41.48

49.61

57.65

65.48

14

27.76

32.26

36.75

45.65

54.62

63.50

72.16

16

31.78

36.95

42.09

52.32

62.64

72.86

82.85

102.72

41.63

47.44

58.99

70.65

82.23

93.54

116.09

20

52.78

65.66

78.67

91.59

104.23

129.45

24

63.47

79.01

94.71

110.32

125.61

156.17

18

0.625

0.750

186.41

DSAW PIPE PILING

Outside diameter

(in.)

WALL THICKNESS

(in.)

0.8751

0.3120

0.3750

0.5000

0.6250

0.7500

24

79.01

94.71

125.61

156.17

186.41

26

85.68

102.72

136.30

139.54

202.44

28

92.35

110.74

146.99

182.90

218.48

253.72

30

99.02

118.76

157.68

196.26

234.51

272.43

32

105.69

126.78

168.37

209.62

250.55

291.14

34

112.36

1.000

134.79

179.06

222.99

266.58

309.84

282 36

142.81

189.75

236.35

282.62

328.55

38

150.83

200.44

249.71

40

158.85

211.13

347.26 365.97

42

166.86

211.82

263.07 276.44

298.65 314.69 330.72

384.67

438.29

44

174.88

232.51

289.80

346.76

403.38

459.67

46

182.90

243.20

303.16

362.79

422.09

481.05

48

190.92

253.89

316.52

378.83

440.80

502.43

Other wall thicknesses available. Please contact us for more information.

RW Conklin Brochure  

Brochure with catalog of products for RW Conklin Steel. R.W. Conklin Steel Supply, Inc. offers domestic structural steel — H-Pile, Sheet P...

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