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Sheet piles, retaining structures, soil
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sy y H
B
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t
HOESCHSPUNDWAND UND PROFIL
A Member of the Salzgitter Group
PEINERTRGERA Member of the Salzgitter Group
HOESCHSPUNDWAND UND PROFIL
PEINERTRGER
Sheet Piling Handbook
Thys
senK
rup
p
ThyssenKrupp GfT BautechnikA company of ThyssenKrupp Services
Sheet Piling Handbook
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
HOESCHSPUNDWAND UND PROFIL
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
She
et P
iling
Han
dboo
kS
tatu
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/200
7S
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Sheet Piling Handbook
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).
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
Weight Secondmomentof inertia
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
Product range sections
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).
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
3s
yh
b b
t
y
1.1
Product range sections
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.
Lengths from 30 m to 36 m on request.
The basis for billing is the weight of the single pile (kg/m).
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
Product range sections
380380380380430430430
Lengths from 30 m to 36 m on request.
The basis for billing is the weight of the single pile (kg/m).
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
Lengths from 30 m to 36 m on request.
The basis for billing is the weight of the single pile (kg/m).
1.2.2
Product range sections
485485485485485260260260260350350350350350350350350350350350350
She
et P
iling
Han
dboo
k02
/200
7su
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alte
ratio
ns
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
Product range sections
e1)
Lengths from 30 m to 36 m on request.
Sections with other wall thicknesses can also be supplied.
The basis for billing is the weight of the single pile (kg/m).
Rolling/delivery on request only.
She
et P
iling
Han
dboo
k02
/200
7su
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alte
ratio
ns
bs h
t
y y
7
1.4
Product range sections
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
The basis for billing is the weight of the single pile (kg/m).
*Supplied section
She
et P
iling
Han
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k02
/200
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ratio
ns
8Trench sheeting sections
1.5
Product range sections
b
ts
yy
KD VI/6 no section that is available ex stock.
Weight Secondmomentof inertia
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
The basis for billing is the weight of the single pile (kg/m).
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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)
She
et P
iling
Han
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k02
/200
7su
bjec
t to
alte
ratio
ns
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
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Classification according to ENV 19935
Per m wall Single pile Double pile Triple pileUnit
Rolling/delivery on request only.e4)
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1400 mmSection width per
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Classification according to ENV 19935
Per m wall Single pile Double pile Triple pileUnit
Rolling/delivery on request only.e4)
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1400 mmSection width per
Rolling/delivery on request only.
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Per m wall Single pile Double pile Triple pileUnit4)Dr
Rolling/delivery on request only.e4)
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1400 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Per m wall Single pile Double pile Triple pileUnit
Rolling/delivery on request only.e4)
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1200 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1200 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1200 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1200 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1200 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1200 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
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
D = 1200 mmSection width per
Rolling/delivery on request only.
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
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
D = 1200 mmSection width per
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Classification according to ENV 19935
Per m wall Single pile Double pile Triple pileUnit
Steel grade
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1200 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
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
D = 1200 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1200 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1200 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1000 mmSection width per
Rolling/delivery on request only.
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
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
D = 1000 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
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
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
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
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1000 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
D = 1000 mmSection width per
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
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.
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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 interlock interior twoside coating.
Without stiffeners.
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP2
S 390 GP2
S 430 GP2
2.1.1
Section illustrations and data
Classification according to ENV 19935Steel grade
Weight
)1Elastic section modulus
Cross sectional area2)Circumference
3)Coating areaStatic moment
Second moment of inertia
Radius of gyration
)1Plastic section modulus
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
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
25
2.1.2
Section illustrations and data
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.
She
et P
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Han
dboo
k02
/200
7su
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t to
alte
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ns
with the LARSSEN interlockThyssenKrupp WALL sections for corners and junctions for sheet pile sections
26
2.1.3
Section illustrations and data
~ 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
She
et P
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Han
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/200
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t to
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ns
27
2.1.3
Section illustrations and data
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.
She
et P
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Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
with the LARSSEN interlockThyssenKrupp WALL sections for corners and junctions for sheet pile sections
28
2.1.4
Section illustrations and data
(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
She
et P
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/200
7su
bjec
t to
alte
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ns
29
2.1.4
Section illustrations and data
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.
She
et P
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Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
Section illustrations and data
Combined with any other LARSSEN sections from our supply range, this always yields an angle of 90 from the wall plane.
She
et P
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Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
Section illustrations and data
Before driving further with double pile a single pile must be driven first.
She
et P
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Han
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7su
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ns
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
Section illustrations and data
(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).
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
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
Section illustrations and data
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
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Unit
Classification according to ENV 19935Steel grade
Scale 1:20
2582.58
1971.83
3713.57
5465.32
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 1806 (LARSSEN interlock)
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP2
S 390 GP2
S 430 GP2
D = 1350 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.1
Section illustrations and data
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
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
D = 1350 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.1
Section illustrations and data
2582.58
1971.83
3713.57
5465.32
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 1906 (LARSSEN interlock)
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP2
S 390 GP2
S 430 GP2
2.2.1
Section illustrations and data
D = 1350 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
Scale 1:20
2582.58
1971.83
3713.57
5465.32
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 2506 (LARSSEN interlock)
2.2.1
Section illustrations and data
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP2
S 390 GP2
S 430 GP2
D = 1350 mmSection width per
Classification according to ENV 19935Steel grade
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
2732.73
2071.93
3923.78
5765.62
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
37
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 2606 (LARSSEN interlock)
2.2.1
Section illustrations and data
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2732.73
2071.93
3923.78
5765.62
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
38
D = 1350 mmSection width per
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 2706 (LARSSEN interlock)
2.2.1
Section illustrations and data
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
Classification according to ENV 19935Steel grade
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
2732.73
2071.93
3923.78
5765.62
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
39
D = 1350 mmSection width per
HOESCH 3406 (Fingerandsocket interlock)
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP2
S 390 GP2
S 430 GP2
D = 1350 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 3506 (Fingerandsocket interlock)
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP2
S 390 GP2
S 430 GP2
D = 1350 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 3706 (Fingerandsocket interlock)
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP2
S 390 GP2
S 430 GP2
D = 1350 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 3806 (Fingerandsocket interlock) D = 1350 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 1105 (Fingerandsocket interlock)
S 240 GP2
S 270 GP2
S 320 GP3
S 355 GP3
S 390 GP3
S 430 GP3
D = 1150 mmSection width per
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
D = 1150 mmSection width per
Weight
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 1205 (Fingerandsocket interlock)
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP3
S 390 GP3
S 430 GP3
D = 1150 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
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
D = 1150 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 1255 (Fingerandsocket interlock)
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP2
S 390 GP2
S 430 GP3
D = 1150 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 1605 (Fingerandsocket interlock)
S 240 GP2
S 270 GP2
S 320 GP3
S 355 GP3
S 390 GP3
S 430 GP3
D = 1150 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 1655 (Fingerandsocket interlock)
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP3
S 390 GP3
S 430 GP3
D = 1150 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
Scale 1:20
HOESCH 1705 (Fingerandsocket interlock) D = 1150 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
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
D = 1150 mmSection width per
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP3
S 390 GP3
S 430 GP3
52
Weight
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
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 1755 (Fingerandsocket interlock)
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
D = 1150 mmSection width per
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP2
S 390 GP2
S 430 GP3
53
Weight
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 1805 (Fingerandsocket interlock)
S 240 GP2
S 270 GP2
S 320 GP2
S 355 GP2
S 390 GP2
S 430 GP2
D = 1150 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Scale 1:20
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 2305 (Fingerandsocket interlock)
S 240 GP2
S 270 GP3
S 320 GP3
S 355 GP3
S 390 GP3
S 430 GP3
D = 1150 mmSection width per
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
Elastic section modulus
Cross sectional area1)Circumference
2)Coating areaStatic moment
Second moment of inertia
Radius of gyration
Plastic section modulus
Classification according to ENV 19935Steel grade
2.2.2
Section illustrations and data
Per m wall Single pile Double pile Triple pileUnit
e1)
e2)
e3) Rolling/delivery on request only.
Without interlock interior twoside coating.
Including the internal surface of free interlocks of single, double and triple piles.
She
et P
iling
Han
dboo
k02
/200
7su
bjec
t to
alte
ratio
ns
HOESCH 2405 (Fingerandsocket interlock)
S 240 GP2
S 270 GP2
S 320 GP3
S 355 GP3
S 390 GP3
S 430 GP3
Recommended