sheet-piling handbook - thyssen krupp

sy y H

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HOESCHSPUNDWAND UND PROFIL

A Member of the Salzgitter Group

PEINERTRGERA Member of the Salzgitter Group


PEINERTRGER

Sheet Piling Handbook

Thys

senK

rup

p

ThyssenKrupp GfT BautechnikA company of ThyssenKrupp Services


Dear Customer,

It gives us great pleasure to be able to supply you with the new edition of the Sheet Piling Handbook.

As an all-round supplier of equipment and machinery for harbor construction and specialized civil

engineering, ThyssenKrupp GfT Bautechnik GmbH supplies piles, driving and extracting systems and

anchor equipment.

This handbook provides you with extensive basic information on our product range. Our GfT Export

Team would of course be delighted to supply you with further details.

Sincerely yours

The Management


ThyssenKrupp GfT Bautechnik

ThyssenKrupp

Sales range

Piling sectionssuch as steel sheet piling sections, PEINE sheet piling systems, steel pipe piles, sheeting, lightweight sections, WALL sections.

Product

HOESCH sheet piling sections

PEINERTRGER

Product

PEINE sectionsPSp steel sheet piling, PSt steel piles and HP steel piles for hydraulic and civil engineering

LARSSEN and HOESCH steel sheet piles, UNION straight-web sections, LARSSEN steel piles and UNION steel piles for hydraulic engineering, the construction of transport routes, civil engineering, building construction and pollution control

A company of ThyssenKrupp Services

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Driving, extracting, drilling and pressing systems

Anchor equipment

Trench shoring systems

Flood protection systems

All the details contained in this handbook are non-binding. We reserve the right to make changes. Reproduction, even of extracts, is permitted only with our consent.

The terms LARSSEN, UNION, SIRO and WALL used in this handbook are registered trade marks.

LARSSEN sections

1

Weight Secondmomentof inertia

Wall

Iy4cm /m

Backthick-ness

mm

t

Webthick-ness

mm

s

Sectionwidth

mm

b

1.1

Product range sections

Sectionmodulus

Wallcm/m cm/

Singlepile

kg/mWall

kg/mSinglepile

)1Wy

20001210130013401600510540745830

120012401260160020202030250032001300200025002550304016606450

580414426437529130133251265330340350415520537605649369527547560562483

127.596.4

103.0108.0115.094.099.078.089.0

108.0113.5116.0123.0139.2144.5157.0190.0130.0155.0175.0185.4206.0166.0234.5

95.667.572.175.680.556.459.446.853.464.868.169.673.883.586.794.2

114.065.077.587.592.7

103.083.083.0

450002420025950268003520038254050

11520128701860019220195303040042420426305437572320221004200052500536106384034900

241800

11.79.5

10.010.010.2

9.510.0

7.58.29.7

10.010.010.012.512.214.419.010.011.515.615.620.012.012.0

10.08.09.0

10.09.59.5

10.06.48.08.29.0

10.09.09.0

10.09.2

10.610.010.010.012.011.512.012.0

750700700700700600600600600600600600600600600600600500500500500500500708

LARSSEN 755LARSSEN 703LARSSEN 703 K

)3LARSSEN 703 10/10LARSSEN 704LARSSEN 600LARSSEN 600 KLARSSEN 601LARSSEN 602LARSSEN 603LARSSEN 603 K

)3LARSSEN 603 10/10LARSSEN 604 nLARSSEN 605LARSSEN 605 KLARSSEN 606 nLARSSEN 607 n

)3LARSSEN 22 10/10LARSSEN 23LARSSEN 24LARSSEN 24/12LARSSEN 25LARSSEN 43LARSSEN 430 )2

e1)

e2)

e3)

Wallheight

mm

h

450400400400440150150310310310310310380420420435452340420420420420420750)4

e4)

s

yh

b b

t

y

The section modulus values may only be used in static computations if at least every second interlock in the wall is crimped to adsorb shear forces.

Wall assembly fabricated from LARSSEN 43 sections. Where quad pile assemblies are supplied, allowance must be made for the weight of the weld seams and reinforcements.

Rolling/delivery on request only.

With the use of quadruple pilesb = 1416 mm

Lengths from 30 m to 36 m on request. The basis for billing is the weight of the single pile (kg/m).

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Wall

Iy4cm /m

Backthick-ness

mm

t

Webthick-ness

mm

s

SectionWidth

mm

b

Sectionmodulus

Wallcm/m cm/

Singlepile

kg/mWall

kg/mSinglepile

)1Wy

Wallheight

mm

h

LARSSEN Rolled-down sections

192011501530480790

115011901540195024103130193024402980

573408523124254320335415515585671539542625

124.093.0

111.490.085.5

104.5109.5119.5135.5153.7186.5151.6171.6202.6

93.065.178.053.451.362.765.771.781.392.2

111.975.885.8

101.3

4320023000336603600

12245178251844529260409505242070740405305124062580

11.29.09.79.07.79.29.59.5

12.013.918.511.015.119.5

9.77.79.29.17.67.98.78.88.89.0

10.49.89.8

11.3

750700700600600600600600600600600500500500

LARSSEN 755LARSSEN 703LARSSEN 704LARSSEN 600LARSSEN 602LARSSEN 603LARSSEN 603 KLARSSEN 604 nLARSSEN 605LARSSEN 606 nLARSSEN 607 nLARSSEN 23LARSSEN 24LARSSEN 25

-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5-0.5

2

450400440150310310310380420435452420420420

s

yh

b b

t

y

1.1


e1) The section modulus values may only be used in static computations if at least every second interlock in the wall is crimped to adsorb shear forces.

Lengths from 30 m to 36 m on request.

The basis for billing is the weight of the single pile (kg/m).

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3s

yh

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y

1.1


LARSSEN Rolled-up sectionsWeight Second

momentof inertia

Wall

Iy4cm /m

Backthick-ness

mm

t

Webthick-ness

mm

s

Sectionmodulus

Wallcm/m cm/

Singlepile

kg/mWall

kg/mSinglepile

)1Wy

206012701670540790880

125012901667209025703270207025603100

586433548132246264340343421525610681551581626

131.5100.0118.699.081.892.5

111.5116.5126.5142.5160.5193.5158.6178.6209.6

98.670.083.059.449.155.566.969.975.985.596.3

116.179.389.3

104.8

4635025400367404050

1224513640193751999531675438905590073900434705376065100

12.210.010.710.08.08.7

10.210.510.513.014.919.512.016.120.5

10.38.39.89.96.88.48.59.39.29.29.4

10.810.210.211.7

LARSSEN 755LARSSEN 703LARSSEN 704LARSSEN 600LARSSEN 601LARSSEN 602LARSSEN 603LARSSEN 603 KLARSSEN 604 nLARSSEN 605LARSSEN 606 nLARSSEN 607 nLARSSEN 23LARSSEN 24LARSSEN 25

+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5

Sectionwidth

mm

b

750700700600600600600600600600600600500500500

Wallheight

mm

h

450400440150310310310310380420435452420420420

e1) The section modulus values may only be used in static computations if at least every second interlock in the wall is crimped to adsorb shear forces.



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tsy yh

b b

4

HOESCH sections (LARSSEN interlock)Weight Second

momentof inertia

Wall

Iy4cm /m

Backthick-ness

mm

t

Webthick-ness

mm

s

Sectionwidth

mm

b

Sectionmodulus

Wallcm/m cm/

Singlepile

kg/mWall

kg/mSinglepile

Wy

1700180018601900250026002700

1148121512561283168717551823

110.8117.5123.7126.3142.9149.9157.2

74.879.383.585.396.5

101.2106.1

32300342003534036200537505590058050

8.79.5

10.110.412.012.713.4

8.49.3

10.010.310.911.712.5

675675675675675675675

HOESCH 1706HOESCH 1806HOESCH 1856 KHOESCH 1906HOESCH 2506HOESCH 2606HOESCH 2706

Wallheight

mm

h

1.2.1


380380380380430430430



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5HOESCH sections (Finger-and-socket interlock)Weight Second

momentof inertia

Wall

Iy4cm /m

Backthick-ness

mm

t

Webthick-ness

mm

s

Sectionwidth

mm

b

Sectionmodulus

Wallcm/m cm/

Singlepile

kg/mWall

kg/mSinglepile

Wy

342035003600370037801100114012001250160016501720170017501800232024002480254025502600

23082363237024972498633655690719920949989978

10061035133413801426146014661495

166.1171.7177.0183.9188.4101.0107.0112.5118.0107.0111.9116.0117.0120.8125.0142.3148.0152.0155.0158.1162.3

112.1115.9119.5124.1127.258.161.564.767.961.564.366.767.369.571.981.885.187.489.190.993.3

829408488087300897309166514300148201560016250280002887030100297503062531500406004200043400444504462545500

13.514.014.515.115.58.89.5

10.210.89.29.6

10.09.5

10.410.811.512.112.512.813.013.3

10.811.412.012.713.2

8.89.5

10.210.8

8.18.59.09.59.59.98.49.09.5

10.010.010.3

675675675675675575575575575575575575575575575575575575575575575

HOESCH 3406HOESCH 3506HOESCH 3606HOESCH 3706HOESCH 3806HOESCH 1105HOESCH 1205HOESCH 1205 KHOESCH 1255HOESCH 1605HOESCH 1655HOESCH 1705HOESCH 1705 KHOESCH 1755HOESCH 1805HOESCH 2305HOESCH 2405HOESCH 2505HOESCH 2555 KHOESCH 2555HOESCH 2605

Wallheight

mm

h

y

b b

t

s

h y



1.2.2


485485485485485260260260260350350350350350350350350350350350350

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ty y

b b

h

6

UNION straight web sectionsWeight Second

momentof inertia

Wall

Iy4cm /m

Thick-ness

mm

t

Sectionwidth

mm

b

Sectionmodulus

Wallcm/m cm/

Singlepile

kg/mWall

kg/mSinglepile

Wy

909092

454546

136.0142.0146.8

68.071.073.4

11.012.012.7

500500500

FL 511FL 512

)1FL 512.7

Wallheight

mm

h

888888

350360360

1.3


e1)


Sections with other wall thicknesses can also be supplied.



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7

1.4


Lightweight sectionsWeight Second

momentof inertia

Wall

Iy4cm /m

Backthick-ness

mm

t

Webthick-ness

mm

s

Sectionwidth

mm

b

Sectionmodulus

Wallcm/m kg/m

Wallkg/mSinglepile

Wy

276339410460540

45.255.866.078.088.0

31.6039.1046.2054.6061.50

4.05.06.07.08.0

700700700700700

KL 3/4*KL 3/5KL 3/6KL 3/7*KL 3/8

Wallheight

mm

h

146147148149150

20422502308035004050

Available lengths: up to 12 m (from 12 m to 14 m on request)

Warehouse lengths from 3 m to 8 m


*Supplied section

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8Trench sheeting sections

1.5


b

ts

yy

KD VI/6 no section that is available ex stock.


Wall

Iy4cm /m

Backthick-ness

mm

t

Webthick-ness

mm

s

Sectionwidth

mm

b

Sectionmodulus

Wallcm/m kg/m

Wallkg/mSection

Wy

182242

62.583.3

37.550.0

6.08.0

600600

KD VI/6KD VI/8

Wallheight

mm

h

7880

726968

h

Available lengths: up to 12 m (from 12 m to 14 m on request)

Warehouse lengths from 3 m to 8 m


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1LARSSEN 755 Per m wall Single pile Double pile Triple pile

Weight

E D 4)DrWyWz

)1Elastic section moduluscmcmcm

Cross sectional area2)Circumference

3)Coating areaStatic moment

Second moment of inertia

Radius of gyration

kg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

)1Plastic section modulus Wy 2284

2000 580 3000 34071921

162.4 121.8 243.6 365.4127.5 95.6 191.2 286.8

2562.5611424500016.65 8.80 16.65 15.93

943175690

67500

92620

2.09 4.02 5.94

221 606414

2.1.1

Section illustrations and data

e1)

e2)

e3)

Section modulus referred: E and Dr the heavy axis of the respective element; D and per m wall the wall axis yy. The section modulus of D, Dr u. per m wall requires locking of the factorycrimped interlocks to accommodate the shear forces.

Including the internal surface of free interlocks of single, double and triple piles.

Without interlock interior twoside coating.

Classification according to ENV 19935

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP3

D = 1500 mmSection width perUnit

Steel grade

Rolling/delivery on request only.e4)

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750750

10

450

11.7

33854.3

y y

162.

6

84.4

M 1:20

E D 4)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 703

46

9.5

Scale 1:20700 700

400

8302

136

86

y y

1210 414 1700 19801310

122.9 86.0 172.0 258.096.4 67.5 135.0 202.5

2512.51730

2420013.90 8.00 13.90 13.40

563048400

34000

47100

1.90 3.65 5.41

202 553377

1460

2

Steel gradeS 240 GP2

S 270 GP2

S 320 GP3

S 355 GP3

S 390 GP3

S 430 GP3

D = 1400 mmSection width per

2.1.1


e1)

e2)

e3)




Weight

)1Elastic section modulus




Radius of gyration

)1Plastic section modulus


Per m wall Single pile Double pile Triple pileUnit


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E D 4)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 703 K

46

10

700 700

400

9302

137

85

y y

Scale 1:20

1575

1300 426 1820 21201390

131.1 91.8 183.6 275.4103.0 72.1 144.2 216.3

2512.51787.5

2595013.90 7.90 13.90 13.40

583051300

36330

50380

1.90 3.65 5.41

202 553377

3

Steel gradeS 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP3

S 430 GP3


2.1.1


e1)

e2)

e3)




Weight





Radius of gyration





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E DWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 703 10/10

46

10

700 700

400

10302

136

86

y y

Scale 1:20

1572

1340 437 1880 21901470

137.6 96.3 192.6 288.9108.0 75.6 151.2 226.8

2512.51786

2680013.90 7.90 13.90 13.40

596054240

37600

52120

1.90 3.65 5.41

202 553377

4

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP3

S 390 GP3

S 430 GP3



2.1.1


Classification according to ENV 19935Steel grade

e1)

e2)

e3)




Weight





Radius of gyration


Per m wall Single pile Double pile Triple pileUnit4)Dr


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E D 4)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 704

53

10.2

700 700

440

9.5341

149.

3

92.7y y

Scale 1:20

1864

1600 529 2240 26001320

146.4 102.5 205.0 307.5115.0 80.5 161.0 241.5

2602.609603520015.50 8.80 15.50 14.90

791058400

49280

68255

1.99 3.80 5.62

211 574392

5

S 240 GP2

S 270 GP2

S 320 GP3

S 355 GP3

S 390 GP3

S 430 GP3


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration




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E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 600

Scale 1:20

459.5

30.2

yy 65.8

600 600

401 150

9.5

580

510 130 614 7121010

119.7 71.8 143.6 215.494.0 56.4 112.8 169.2

2252.2529038255.65 3.45 5.65 5.45

85032220

4590

6400

1.44 2.79 4.14

156 426291

6

S 240 GP3

S 270 GP3

S 320 GP4

S 355 GP4

S 390 GP4

S 430 GP4


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration



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E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 600 K

Scale 1:20

4510

29.8

yy 66.2

600 600

401 150

10

618

540 133 648 7521035

126.1 75.6 151.2 226.899.0 59.4 118.8 178.2

2252.2530940505.67 3.42 5.67 5.46

88033020

4860

6770

1.44 2.79 4.14

156 426291

7

S 240 GP3

S 270 GP3

S 320 GP4

S 355 GP4

S 390 GP4

S 430 GP4


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration



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E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 601

42.5

68.9

106.

5

7.5

249

6.4

600600

310 yy

836

745 251 890 1050830

98.3 59.0 118.0 177.078.0 46.8 93.6 140.4

2452.454181152010.83 6.70 10.83 10.44

265026280

13830

19320

1.60 3.07 4.54

172 466319

8

S 240 GP2

S 270 GP2

S 320 GP3

S 355 GP3

S 390 GP3

S 430 GP3


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 602

42.5

69.1

106.

3

8.2

246

8

600600

310 yy

964

830 265 996 1170920

113.3 68.0 136.0 204.089.0 53.4 106.8 160.2

2452.454821287010.66 6.41 10.66 10.27

279029160

15440

21520

1.60 3.07 4.54

172 466319

9

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP3

S 430 GP3


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 603

60

60.6

116.

4

9.7

3778.2

600600

310 yy

1300

1200 330 1440 16701130

138.3 83.0 166.0 249.0108.0 64.8 129.6 194.4

2602.606501860011.63 6.79 11.63 11.19

383036100

22320

31050

1.69 3.25 4.81

181 493337

10

S 240 GP3

S 270 GP3

S 320 GP3

S 355 GP3

S 390 GP4

S 430 GP4


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 603 K

60

61 116

3769

600600

310 yy

10

1360

1240 340 1490 17201190

145 87 174 261113.5 68.1 136.2 204.3

2602.606801922011.55 6.69 11.55 11.10

389038030

23060

32040

1.69 3.25 4.81

181 493337

11

S 240 GP3

S 270 GP3

S 320 GP3

S 355 GP3

S 390 GP3

S 430 GP4


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


She

et P

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ratio

ns

E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 603 10/10

60

61 116

10

38010

600600

310 y

1400

1260 350 1510 17301230

148.3 89.0 178.0 267.0116.0 69.6 139.2 208.8

2602.607001953011.48 6.34 11.48 10.98

406739240

23440

32180

1.69 3.25 4.81

181 493337

12

y

S 240 GP3

S 270 GP3

S 320 GP3

S 355 GP3

S 390 GP3

S 430 GP4



2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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ns

E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 604 n

1862

1600 415 1920 22121315

156.7 94.0 188.0 282.0123.0 73.8 147.6 221.4

2822.829313040013.93 7.79 13.93 13.39

570041950

36480

50540

1.82 3.51 5.20

194 532363

13

S 240 GP2

S 270 GP3

S 320 GP3

S 355 GP3

S 390 GP3

S 430 GP3


2.1.1


e1)

e2)

e3)




Weight





Radius of gyration




Steel grade

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600600

35466

y

74.5

137.

5

10.0

9.0

y

380

Scale 1:20

E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 605

600600

348

420

66

y

9

81.6

153

12.5

y

2340

2020 520 2420 27901420

177.3 106.4 212.8 319.2139.2 83.5 167.0 250.5

2902.9011704242015.47 8.62 15.47 14.86

791045350

50900

70510

1.88 3.62 5.36

200 548374

14

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP3


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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ns

E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 605 K

600600

346

420

66

y

10

84.1

150.

5

12.2

y

2386

2030 537 2436 28141510

184.1 110.4 220.8 331.2144.5 86.7 173.4 260.1

2902.9011934263015.22 8.55 15.22 14.63

808048100

51160

70900

1.88 3.62 5.36

200 548374

15

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP3


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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E D Drcmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

LARSSEN 606 n

600600

66

y

79.8

162.

8 435

3019.2

14.4

y

2820

2500 605 3000 34301540

200.0 120.0 240.0 360.0157.0 94.2 188.4 282.6

2922.9214105437516.49 9.07 16.49 15.84

987048970

65250

90290

1.89 3.65 5.40

201 552377

16

WyWz

Iy

iy

Sy

Iz

Wy

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 607 n

452

10.6

y

294

19

66

y

600600

78.3

173.

8

3620

3200 649 3840 43301730

241.7 145.0 290.0 435.0190.0 114.0 228.0 342.0

2932.9318107232017.30 8.73 17.30 16.55

1128055070

86790

119400

1.91 3.67 5.43

203 554380

17

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 22 10/10

1300 369 1300 1540960

165.6 82.8 165.6 248.4130.0 65.0 130.0 195.0

2802.807522210011.60 7.10 11.60 11.16

418025820

22100

30860

1.53 2.92 4.31

165 443304

1504

500 500

79

y

60

113

259

10

10

340 y

18

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2



2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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ratio

ns

E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 23

y

93.9

70

141.

1

500 500

27510

420 y

11.5

2000 527 2000 23501160

197.4 98.7 197.4 296.1155.0 77.5 155.0 232.5

3153.1511504200014.60 8.71 14.60 14.10

748031220

42000

58470

1.72 3.30 4.88

184 500342

2300

19

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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ratio

ns

E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 24

y

84.7

70

150.

3

500 500

27810

420 y

15.6

2800

2500 547 2500 28601200

222 111 222 333175.0 87.5 175.0 262.5

3153.1514005250015.30 8.63 15.30 14.70

827032160

52500

71970

1.72 3.28 4.84

184 496340

20

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2

= 1000 mmSection width per D

2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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ratio

ns

E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 24/12

y

85.7

70

149.

3

500 500

27412

420 y

15.6

2948

2550 560 2550 29521345

236.2 118.1 236.2 354.3185.4 92.7 185.4 278.1

3153.1514745361015.10 8.40 15.10 14.50

839736180

53610

74279

1.72 3.28 4.84

184 496340

21

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2

= 1000 mmSection width per D

2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 25

y

70

155.

2

500 500

27811.5

20

79.9 4

20 y

3480

3040 562 3040 34201350

262 131 262 393206.0 103.0 206.0 309.0

3113.1117406384015.61 8.22 15.61 14.85

885036400

63840

86940

1.71 3.27 4.82

183 494339

22

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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et P

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ratio

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E D DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 43

500 500

107

y

45

12

17 12

129

120

420 y

2184

1660 483 1660 1990

212166.0

10683.0

212166.0

318249.0

1204

2802.80

349001100

12.80 7.67 12.80 12.40

6230

34900

48670

1.55 2.96 4.37167 449308

32930

23

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


2.1.1



e1)

e2)

e3)




Weight





Radius of gyration


Scale 1:20


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D VWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

LARSSEN 430

7486

6450 4570 9130

299.4 212.0 424.0234.5 166.0 332.0 )4

3963.96375024180028.40 28.40 28.40

171200

342400

2.96 5.78

308 590

e1)

e2)

e3)

e4)

24

Water/air side

The section modulus of D, V and per m wall requires locking of the factorycrimped interlocks to accomodate the shear forces.

Double and quadruple piles including the interior of the free locks.


Without stiffeners.

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2

2.1.1



Weight





Radius of gyration


Wall axis

singledrive quad pile assembly

Land/earth side

Recommended driving direction

doub

lepil

e

in S

For

m doublepile in ZForm

Scale 1:25

Per m wall Double pile Quadruple pileUnit

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25

2.1.2


The inserted corner sections are set back at the top and bottom and are pressed or welded at both ends.

On request they can also be supplied top flush.

150

~ 50

~ 5

0

~ 30

~ 50

~ 6

0

Corner section 20Weight: 16.5 kg/mCircumference: 40 cm

Fitting to all interlocks of the LARSSEN sections.

Corner section 22Weight: 10.6 kg/mCircumference: 27 cm

Fitting to all interlocks of the LARSSEN sections.

Single hook

Double hook

LARRSEN corner sections for corners and junctions for sheet pile sections with the LARSSEN interlock

The following pages present a selection of conventional corner and junction piles. When selecting piles, always take account of the driving and equipment requirements of the particular pile shapes. Preference should go to double piles.

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with the LARSSEN interlockThyssenKrupp WALL sections for corners and junctions for sheet pile sections

26

2.1.3


~ 25

90

~ 35

~ 25

~ 35

28

52

53

104

48

32

67

Weldonsurface

~ 50 ~ 50

90 90

WALL section V 20Weight 13.2 kg/m

WALL section V 22Weight 8.4 kg/m

Sections V 20, V 22 and W 90 matching all interlocks of the LARSSENsections.Section V 20 is suitable for individual driving.

WALL section W 90Weight 9.2 kg/m

70

43

30.5

~ 25 ~ 25

~ 10

~ 10

~ 45

~ 45

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27

2.1.3


WALL section VTSWeight 17.6 kg/m

WALL section Omega 12Weight 12.1 kg/m

WALL section VTWeight 17.7 kg/m

9710

5

45

54

~ 10

~ 35

90

97

54

78

32

8

98

38

90

~ 35

~ 10~ 10

~ 35

max. ca. 190min. ca. 70

ca. 90

Sections VT, VTS and Omega 12 matching all interlocks of the LARSSENsections. Section VTS is suitable for individual driving.

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with the LARSSEN interlockThyssenKrupp WALL sections for corners and junctions for sheet pile sections

28

2.1.4


(Sections of the 20, 600, 700 and 750 series. See section 3.5 Fitting the sections together)The single hook of corner section 20 is inserted and pressed or welded at both ends.

Corner E 1201

~ 5

0 ~ 5

0

Corner D 1204

Corner E 1203~ 50

~ 50

Corner piles of LARSSEN sections with inserted corner section 20

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29

2.1.4


1101, 1102Dimensions a in mm

1103, 1104Dimensions a in mm

Section

LARSSEN 22 10/10LARSSEN 23LARSSEN 24LARSSEN 25LARSSEN 600LARSSEN 601LARSSEN 602LARSSEN 603LARSSEN 604 nLARSSEN 605LARSSEN 606 nLARSSEN 607 nLARSSEN 703LARSSEN 704LARSSEN 755

9

230145145145

0 10265270270270310315315315315320320320365365395

20280285285285315325325325335335340340385385415

30295305305305320340340340350355360360405400435

40310325325325330355355355370375380380425420455

50330350350

340370370370390400400400445440475

60350370370

345390390390410420425425

70

355410410410435

80

365430430430460

90

375455455455490

6150130130

255210210210190180175175235235250

05170150150

265230230230210200200200255260270

04190175175175275245245245230225220220275280295

03205195195195280260260260250245240240295300315

02220215215215290275275275265265260260315315335

01235230230230295285285285285280280280335335355

0

Dimensions also apply to section variants of the same name.

LARSSEN corner sectionsDimensions of the folded sections

Folded corner piles consisting of LARSSEN sections

(Sections of the 20, 600, 700 and 750 series)

W

Corner E 1101

Corner D 1102

a

a

Corner D 1104

Corner E 1103

a

a

W

We reserve the right to supply the piles 1101 to 1104 not folded but welded.

Up to 20 m pile length; greater lengths available on request. Dimensions a (mm) for symmetrically folded corner piles.

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LARSSEN corner piles of LARSSEN sections 43

30

353 353

E 1251

353 353

E 1253

353 353

D 1254

E 1255

When choosing the LARSSEN 43 section as a wall or corner pile, prior consultation is necessary.

2.1.4


Combined with any other LARSSEN sections from our supply range, this always yields an angle of 90 from the wall plane.

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LARSSEN corner sections with welded on corner section 22

31

(20, 600, 700 and 750 series)

Corner E 1317

W

Ensureadequateclearance

2)Corner E 1319

2)Corner E 1320

W

Corner E 1309

~ 5

0

1)W

2)Corner E 1311

~ 5

0

1)W

2)CornerE 1315

2)Corner D 1316

~ 5

0

1)W

Corner E 1313

Corner D 1314

~ 5

0

1)W

Ensure geometrical compatibility.e1)

e2)

Ensureadequateclearance

2.1.4


Before driving further with double pile a single pile must be driven first.

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32

ab

Junction E 1603

JunctionD 1604

~ 3

0

a b

Junction E1601

Junction D 1602

~ 3

0

b

Junction E1605

Junction D 1606

~ 3

0

a b

Junction E1607

Junction D 1608~

30

a

Junction E1609

Junction D 1610

W

b

Junction E1603/07

~ 3

0

a

~ 3

0

LARSSEN junction piles with welded on corner sections 22

2.1.5


(20, 600, 700 and 750 series)

Because of intensified plugging, junctions located in the pile recess may hamper driving. When defining dimensions a and b, the section height of the junction pile must be taken into account.With junctions 1601 1608, angles other than 90 are possible as long as they are geometri-cally feasible.

Double junctions (cross piles) are formed from individual junctions.The term indicates which junctions the double junction consists of.For instance, the illustrated double junction 1603/07 is composed of junctions 1603 and 1607 (see figure above).

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HOESCH 1706 (LARSSEN interlock)

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2

2.2.1


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

1700 1148 2296 3444

110.8 74.8 149.6 224.4141.1

994

15.13 15.13 15.13 15.13

95.3 285.9190.6

46280

1988 1300

32300 21800 43610 65410

Section width per D = 1350 mm

33

8.7

94105 8.4

675 675

y y

50

380

Per m wall Single pile Double pile Triple pile

Weight

Elastic section modulus




Radius of gyration

Plastic section modulus

Unit


Scale 1:20

2582.58

1971.83

3713.57

5465.32

e1)

e2)

e3) Rolling/delivery on request only.



She

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ratio

ns


S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

1800 1215 2430 3645

117.5 79.3 158.6 237.9149.72582.581045

15.12 15.12 15.12 15.12

197 371 5461.83 3.57 5.32

101.0 303.0202.0

47670

2098 1339

34200 23085 46170 69255

9.5

93107 9.3

675 675

y y

50

380

34

Weight





Radius of gyration



2.2.1


Scale 1:20


e1)

e2)




She

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ratio

ns

HOESCH 1856 K (LARSSEN interlock)

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

1860 1256 2512 3768

123.7 83.5 167.0 250.5157.6

1094

14.97 14.97 14.97 14.97

106.4 319.2212.8

48730

2188 1369

35340 23860 47710 71570

35

10.1

94108 10.0

675 675

y y

50

Scale 1:20

380

Weight





Radius of gyration



2.2.1


2582.58

1971.83

3713.57

5465.32


e1)

e2)




She

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ratio

ns


S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2

2.2.1



E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

1900 1283 2566 3849

126.3 85.3 170.6 255.9160.9

1116

15.00 15.00 15.00 15.00

108.6 325.8217.2

49230

2232 1383

36200 24430 48860 73300

36

10.4

94108 10.3

675 675

y y

50

380

Weight





Radius of gyration



Scale 1:20

2582.58

1971.83

3713.57

5465.32


e1)

e2)




She

et P

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7su

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t to

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ratio

ns

She

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t to

alte

ratio

ns


2.2.1


S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2



675 675 Scale 1:20

y y4301

0.9

57

12.0

122109

E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

2500 1687 3374 5061

142.9 96.5 193.0 289.5182.0

1455

17.18 17.18 17.18 17.18

122.9 368.7245.8

51800

2910 1455

53750 36280 72560 108840

Weight





Radius of gyration


2732.73

2071.93

3923.78

5765.62


e1)

e2)




37

She

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ratio

ns


2.2.1


675 675 Scale 1:20

y y4301

1.7

57

12.7

122110

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2

E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

2600 1755 3510 5265

149.9 101.2 202.4 303.6190.9

1516

17.11 17.11 17.11 17.11

128.9 386.7257.8

53040

3032 1490

55900 37730 75470 113200

Weight





Radius of gyration



2732.73

2071.93

3923.78

5765.62


e1)

e2)




38


She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


2.2.1


675 675 Scale 1:20

y y4301

2.5

57

13.4

123110

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

2700 1823 3646 5469

157.2 106.1 212.2 318.3200.3

1579

17.03 17.03 17.03 17.03

135.2 405.6270.4

54290

3158 1525

58050 39185 78370 117555

Weight





Radius of gyration


2732.73

2071.93

3923.78

5765.62


e1)

e2)




39


HOESCH 3406 (Fingerandsocket interlock)

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

3420 2308 4616 6924

166.1 112.1 224.2 336.3211.62812.811959

19.80 19.80 19.80 19.80

222 412 6022.13 4.03 5.93

142.8 428.4285.6

57910

3918 1600

82940 55980 111960 167940

40

675 675

13.5

118145 10.8

485

66

y y

Weight





Radius of gyration



2.2.2


Scale 1:20


e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

3500 2363 4726 7089

171.7 115.9 231.8 347.7218.72812.812016

19.70 19.70 19.70 19.70

222 412 6022.13 4.03 5.93

147.6 442.8295.2

58740

4032 1623

84880 57290 114580 171870

41

675 675

14.0

118145 11.4

485

Scale 1:20

66

y y

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns

E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

675 675

14.5

118145 12

485

Scale 1:20

66

y y

3600 2370 4860 7220

177.0 119.5 239.0 358.5225.22812.822073

19.70 19.70 19.70 19.70

222 412 6022.13 4.04 5.94

152.0 456.0304.0

59560

4146 1650

87300 58900 117750 176620

HOESCH 3606 (Fingerandsocket interlock) D = 1350 mmSection width per

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2

42

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

3700 2497 4994 7491

183.9 124.1 248.2 372.3234.32812.812139

19.57 19.57 19.57 19.57

222 412 6022.13 4.03 5.93

158.1 474.3316.2

60550

4278 1673

89730 60560 121130 181690

43

675 675

15.1

117144 12.7

485

Scale 1:20

66

y y

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


44

E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

3780 2552 5104 7596

188.4 127.2 254.4 381.6240.12812.822184

19.54 19.54 19.54 19.54

222 412 6022.13 4.04 5.94

162.1 486.3324.2

61200

4368 1691

91665 61900 123750 185650

675 675

15.5

144 13.2

485

Scale 1:20

66

y y

117

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


S 240 GP2

S 270 GP2

S 320 GP3

S 355 GP3

S 390 GP3

S 430 GP3


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

1100 633 1266 1899

101.0 58.1 116.2 174.3128.72592.59328

10.54 10.54 10.54 10.54

163 304 4451.54 2.95 4.36

74.0 222.0148.0

26357

1256 851

14300 8223 16446 24669

45

Scale 1:20575

8.890130

575

260

50

8.8

y y


Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP3

S 390 GP3

S 430 GP3


Scale 1:20575

9.590130

575

260

50

9.5

y y

E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

1140 655 1310 1970

107.0 61.5 123.0 184.5135.72592.5966514820

10.40 10.40 10.40 10.40

8520

17040

25560

163 304 4451.54 2.95 4.36

78.0 234.0156.0

27130

1330 876

46

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns

HOESCH 1205 K (Fingerandsocket interlock)

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP3


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

1200 690 1380 2070

112.5 64.7 129.4 194.1143.32592.59690

10.46 10.46 10.46 10.46

163 304 4451.54 2.95 4.36

82.4 247.2164.8

27660

1380 893

15600 8970 17940 26910

47

Scale 1:20575

10.290130

575

260

50

10.2

y y

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP3


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

1250 719 1438 2157

118.0 67.9 135.8 203.7150.32592.59723

10.40 10.40 10.40 10.40

163 304 4451.54 2.95 4.36

86.4 259.2172.8

28310

1446 914

16250 9340 18690 28030

48

Scale 1:20575

10.889129

575

260

50

10.8

y y

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


S 240 GP2

S 270 GP2

S 320 GP3

S 355 GP3

S 390 GP3

S 430 GP3


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

1600 920 1840 2760

107.0 61.5 123.0 184.5136.32702.70906

14.33 14.33 14.33 14.33

177 332 4871.68 3.23 4.78

78.4 235.2156.8

25660

1812 830

28000 16100 32200 48300

49

575 575

350

150 103 8.1

60

9.2

y y

Weight





Radius of gyration



2.2.2


Scale 1:20


e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP3

S 390 GP3

S 430 GP3


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

1650 949 1898 2847

111.9 64.3 128.6 192.9142.52702.70943

14.23 14.23 14.23 14.23

177 332 4871.68 3.23 4.78

82.0 246.0164.0

26030

1886 842

28870 16600 33200 49809

50

575 575

350

150 103 8.5

60

9.6

y y

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns

Scale 1:20


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

575 575

350

150 103 9

60

Scale 1:20

10

y y

1720 989 1978 2967

116.0 66.7 133.4 200.1148.02702.70989

14.27 14.27 14.27 14.27

177 332 4871.68 3.23 4.78

85.0 255.0170.0

26450

1978 856

30100 17308 34615 51923

S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP3

S 390 GP3

S 430 GP3

51

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns

E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

HOESCH 1705 K (Fingerandsocket interlock)

575 575

350

150 103 9.5

60

Scale 1:20

9.5

y y

1700 978 1955 2933

117.0 67.3 134.6 201.9149.02702.7097929750

14.13 14.13 14.13 14.13

17106

34213

51319

177 332 4871.68 3.23 4.78

85.7 257.1171.4

26100

1958 844


S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP3

S 390 GP3

S 430 GP3

52

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns

E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy


575 575

350

150 103 9.5

60

Scale 1:20

10.4

y y

1750 1006 2012 3018

120.8 69.5 139.0 208.5153.92702.70100930625

14.11 14.11 14.11 14.11

17610

35220

52830

177 332 4871.68 3.23 4.78

88.5 265.5177.0

26890

2018 870


S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP3

53

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


S 240 GP2

S 270 GP2

S 320 GP2

S 355 GP2

S 390 GP2

S 430 GP2


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

1800 1035 2070 3105

125.0 71.9 143.8 215.7159.22702.701041

14.06 14.06 14.06 14.06

177 332 4871.68 3.23 4.78

91.6 275.0183.0

27290

2082 883

31500 18110 36230 54340

54

575 575

350

150 103 9.9

60

10.8

y y

Weight





Radius of gyration



2.2.2


Scale 1:20


e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


S 240 GP2

S 270 GP3

S 320 GP3

S 355 GP3

S 390 GP3

S 430 GP3


E D 3)DrWyWz

cmcmcmkg/mcmcmm/mcm

4cm

4cm

cm

Iy

iy

Sy

Iz

Wy

2320 1334 2668 4002

142.3 81.8 163.6 245.4181.33033.031293

14.97 14.97 14.97 14.97

196 369 5421.87 3.60 5.33

104.2 312.6208.4

30000

2586 966

40600 23350 46690 70040

55

575 575

81.5

210 179

11.5

8.4

350

Scale 1:20

y y

Weight





Radius of gyration



2.2.2



e1)

e2)




She

et P

iling

Han

dboo

k02

/200

7su

bjec

t to

alte

ratio

ns


S 240 GP2

S 270 GP2

S 320 GP3

S 355 GP3

S 390 GP3

S 430 GP3

sheet-piling handbook - thyssen krupp

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