Combi Wall 09 09

www.lbfoster.com(800) 848-6249

L.B. Foster is dedicated to offering the most efficient combi-wall system for your needs through utilizing a variety of systems. Using specialized beams from Peine or domestic wide f lange beams, extruded connectors from Pile Pro, and PZC sheet pile from Gerdau Ameristeel, L.B. Foster is able to put together the right package. Systems using the Wide Flange Beams and PZC sheet pile are 100% melted and manufactured in U.S.A.

The systems shown represent only a portion of the variations possible. Intermediate sheet pile function as earth retention and for load transfer. The sheet pile is only required to resist active earth pressures down to the zero earth pressure level and may extend below this level as a safety measure. Shortening the lengths of the intermediate sheet pile will reduce the cost of the job and facilitate installation.

Peine system properties shown are with the connectors being supplied loose. Moment of inertia and section modulus can be improved if the connectors are welded on to the beams. This is possible in a variety of combinations. The wide f lange beams will have either the connectors or f langes welded on with a full length fillet weld as standard. Please contact us with your project requirements so we can offer a custom solution.

Connection:

PBS -F/MBBS-F/MPZ FlangesWOF/WOM

Kingpile:

Peine beamWide Flange beamPipe pile

Intermediate Pile:

Combi-wall Systems

Specifying systems can be done either with a beam-connection-sheet or PZC-B configuration. The connection would be either a C for extruded connector, or F for cut f lange (i.e. PSp1000-C-PZC 18). The PZC-B method is outlined in the Gerdau Ameristeel Sheet Piling Handbook starting on page 10.

Gerdau Ameristeel Z sheet pile


Combi-walls are piling walls that are comprised of high modulus structural components interspaced by lighter sheet piles. The high modulus components - known as king piles - can be tubular, box, bearing or other types of fabricated piles.

It is essential that a stable, heavy, adequately rigid and straight pile-driving template frame, adapted to suit the length and weight of the pilings, be provided.

The king piles are fixed into position within the template using welded bracket guides which take into account width tolerances.

Driving of the king piles must be carried out with extreme care in order to ensure that they are embedded straight and vertical, or at a prescribed batter, thereby guaranteeing that they are parallel to each other and at the required spacing.

The driving sequence of the king piles must ensure that the pile toe encounters soil uniformly on its total circumference and not just on one side.

This is achieved by driving in the following sequence

At least, however, the following sequence should be observed:

In general, all of the king piles should be driven in sequence to full penetration without interruption. Following successful completion of this, the intermediate light piling sections can be set and driven. During the setting and driving operations of the king piles, a constant check (using theodolites) should be made of their alignment in relation to the wall.

When the guide frames have been removed, a final survey should be made to ensure that the deviations in the distance between the king piles are within the acceptable tolerances in order to allow the proper installation of the sheet pile. However, if the deviations are outside the specified or practical tolerances, then either the intermediate piles have to be adjusted or the king piles must be extracted and re-driven.

To overcome difficult driving conditions, it may be possible to use: jetting; excavating inside the king piles; or any other ground pre-treatment methods normally adopted for sheet piling.

Above text taken from the “NASSPA Best Practices Sheet Piling Installation Guide”

(large driving step)

(small driving step)

Combi-wall Systems

1 7 5 3 2 4 6

1 3 2 5 4 7 6


Width Range: 54” - 77”Section Modulus Range (in3 / ft): 30-280

Moment of Inertia Range (in4 / ft): 500 - 6200

Width Range: 70” - 95”Section Modulus Range (in3 / ft): 40 - 435


Width Range: 16” - 19”Section Modulus Range (in3 / ft): 130 - 700


Single Peine Beam System

Double Peine Beam System


Moment of Inertia Range (in4 / ft): 700-6800

Wide Flange with Z-Profile Flanges


Moment of Inertia Range (in4 / ft): 700-7070

Wide Flange with Extruded Connectors

Combi-wall Solution VariationsL.B. Foster is dedicated to offering the most efficient combi-wall system

for your needs through utilizing our vast array of systems

100% Domestic Solutions: Foreign Solutions:

Pipe Pile with Extruded Connectors

The properties are only limited to jobsiteand manufacturing restrictions.

Box Peine Beam System


L.B. Foster Combi-wall systems can be supplied with a range of connections. Each connector series offers distinct advantages to assure you have the best system for your project.

One Leg BBS Connectors:Universal & in stock - ready for quick orders

Field or shop weld full length to beam

BBS Connectors:Produced to your job requirements

Field or shop weld full length to beam

PBS Connectors:Most flexible system on the market

Simply tack weld to sheet pile in field

WOM / WOF Connectors:Used in weight efficient pipe combi-walls

Field or shop weld full length to pipe

Z-Profile FlangesExtra laying width

Use any Z-Profile SheetShop fab & weld


PZCTM 13 Combi-wall Solution

Dimensions and Properties

Moment of InertiaSection ModulusBeam System Width Weight in Pounds

100% 80% 60%in4 /ft lb / ft2 in3 /ftin

W33x118 69.18 72.5 1330 40.7 36.7 32.6

W33x130 69.21 80.5 1474 42.8 38.7 34.7

W36x135 69.65 85.9 1683 43.4 39.4 35.3

W40x167

69.51 98.8 2065 45.9 41.8 37.8

W40x183

69.51 113.9 2385 49.0 45.0 40.9

W40x199

69.51 127.7 2683 51.7 47.7 43.7

73.45 135.1 2800 51.6 47.8 44.0

W40x215

W40x249

73.45 149.0 3098 54.2 50.4 46.6

W40x277

73.45 170.9 3560 59.8 55.9 52.1

W40x297

73.53 189.2 3952 64.3 60.4 56.6

W40x321

73.53 199.4 4166 67.5 63.7 59.9

W40x372

73.61 213.6 4474 71.4 67.6 63.7

System Width

W40x149

73.76 246.4 5202 79.5 75.7 71.9

PZC 13

Example on how to specify: W33x118 - C -PZC 13

Beam

BBS-M BBS-F

Beam Beam

Connectors

% of sheet pile length to beam length

Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia

Weight in Poundslb / ft2

in. in3 / ft in4 / ft 100% 80% 60%W33 x 118 69.18 72.5 1330 40.7 36.7 32.6

W33 x 130 69.21 80.5 1474 42.8 38.7 34.7

W36 x 135 69.65 85.9 1683 43.4 39.4 35.3

W40 x 149 69.51 98.8 2065 45.9 41.8 37.8

W40 x 167 69.51 113.9 2385 49.0 45.0 40.9

W40 x 183 69.51 127.7 2683 51.7 47.7 43.7

W40 x 199 73.45 135.1 2800 51.6 47.8 44.0

W40 x 215 73.45 149.0 3098 54.2 50.4 46.6

W40 x 249 73.45 170.9 3560 59.8 55.9 52.1

W40 x 277 73.53 189.2 3952 64.3 60.4 56.6

W40 x 297 73.53 199.4 4167 67.5 63.7 59.9

W40 x 321 73.61 213.6 4474 71.4 67.6 63.7

W40 x 372 73.76 246.4 5202 79.5 75.7 71.9% of sheet pile length to beam length

PZC 13 Combi-wall Solution






100% 80% 60%in4 /ft lb / ft2 in3 /ftin

W33x118 74.30 68.3 1298 39.0 35.0 31.0

W33x130 74.33 75.8 1433 40.9 36.9 32.9

W36x135 74.77 80.9 1639 41.4 37.5 33.5

W40x167

74.63 93.2 2008 43.8 39.8 35.8

W40x183

74.63 107.3 2308 46.7 42.7 38.7

W40x199

74.63 120.1 2588 49.2 45.3 41.3

78.57 127.3 2703 49.2 45.4 41.7

W40x215

W40x249

78.57 140.3 2983 51.7 47.9 44.1

W40x277

78.57 160.8 3419 56.8 53.1 49.3

W40x297

78.65 178.0 3787 61.1 57.3 53.5

W40x321

78.65 187.6 3989 64.1 60.4 56.6

W40x372

78.73 200.9 4278 67.7 63.9 60.2

System Width

W40x149

78.88 231.7 4962 75.3 71.6 67.8

PZC 13

Example on how to specify: W33x118 - F -PZC 13

Beam

Flanges

PZ Flange PZ Flange

Beam Beam


Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%W33 x 118 74.30 68.3 1298 39.0 35.0 31.0

W33 x 130 74.33 75.8 1433 40.9 36.9 32.9

W36 x 135 74.77 80.9 1639 41.4 37.5 33.5

W40 x 149 74.63 93.2 2008 43.8 39.8 35.8

W40 x 167 74.63 107.3 2308 46.7 42.7 38.7

W40 x 183 74.63 120.1 2588 49.2 45.3 41.3

W40 x 199 78.57 127.3 2703 49.2 45.4 41.7

W40 x 215 78.57 140.3 2983 51.7 47.9 44.1

W40 x 249 78.57 160.8 3419 56.8 53.1 49.3

W40 x 277 78.65 178.0 3787 61.1 57.3 53.5

W40 x 297 78.65 187.6 3989 64.1 60.4 56.6

W40 x 321 78.73 200.9 4278 67.7 63.9 60.2








100% 80% 60%in4 /ft lb / ft2 in3 /ftin

PSp600 76.00 60.3 712 38.7 35.0 31.2

PSp700 76.00 69.3 955 39.9 36.1 32.4

PSp800 76.00 84.0 1322 42.2 38.5 34.7

PSp1000

76.00 95.2 1686 43.4 39.7 35.9

PSp1006

76.00 106.9 2105 44.6 40.8 37.1

PSp1001

76.00 116.3 2304 46.3 42.5 38.8

76.00 120.4 2371 47.1 43.4 39.6

PSp1013

PSp1016

76.00 126.3 2496 48.2 44.4 40.7

PSp1035S

76.00 129.7 2570 48.8 45.1 41.3

76.00 166.0 3381 57.4 53.7 49.9

System Width

PSp900

PZC 13

Example on how to specify: PSp900-C-PZC 13

Beam

Connectors

PBS-M PBS-F

Beam Beam


Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%PSp 600 76.00 60.3 712 38.7 35.0 31.2

PSp 700 76.00 69.3 955 39.9 36.1 32.4

PSp 800 76.00 84.0 1322 42.2 38.5 34.7

PSp 900 76.00 95.2 1686 43.4 39.7 35.9

PSp 1000 76.00 106.9 2105 44.6 40.8 37.1

PSp 1006 76.00 116.3 2304 46.3 42.5 38.8

PSp 1001 76.00 120.4 2371 47.1 43.4 39.6

PSp 1013 76.00 126.3 2496 48.2 44.4 40.7

PSp 1016 76.00 129.7 2570 48.8 45.1 41.3

PSp 1016 S 76.00 139.3 2774 50.6 46.9 43.1

PSp 1017 76.00 147.2 2948 52.1 48.4 44.6

PSp 1030 76.00 157.9 3201 56.0 52.3 48.5

PSp 1035 S 76.00 166.0 3381 57.4 53.7 49.9% of sheet pile length to beam length







100% 80% 60%in4 /ft lb / ft2 in3 /ftin

DbPSp600 94.84 88.7 1047 50.2 47.1 44.1

DbPSp700 94.84 104.9 1446 52.0 49.0 46.0

DbPSp800 94.84 129.3 2037 55.8 52.8 49.8

DbPSp1000

94.84 162.9 2886 57.7 54.6 51.6

DbPSp1006

94.84 168.8 3323 59.5 56.5 53.5

DbPSp1001

94.84 184.1 3646 62.2 59.2 56.2

94.84 189.3 3727 63.6 60.6 57.6

DbPSp1013

DbPSp1016

94.84 213.9 4227 65.3 62.3 59.3

DbPSp1035S

94.84 219.5 4347 66.3 63.3 60.3

94.84 277.3 5650 80.1 77.1 74.1

System Width

DbPSp900

PZC 13

Example on how to specify: DbPSp900-C-PZC 13

Beam

Connectors

PBS-M PBS-F

Double beam with Locking bars



Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%DbPSp 600 94.84 100.2 1184 50.2 47.1 44.1

DbPSp 700 94.84 117.6 1620 52.0 49.0 46.0

DbPSp 800 94.84 143.7 2263 55.8 52.8 49.8

DbPSp 900 94.84 164.4 2907 57.7 54.6 51.6

DbPSp 1000 94.84 185.2 3647 59.5 56.5 53.5

DbPSp 1006 94.84 200.2 3965 62.2 59.2 56.2

DbPSp 1001 94.84 206.9 4073 63.6 60.6 57.6

DbPSp 1013 94.84 216.2 4273 65.3 62.3 59.3

DbPSp 1016 94.84 221.7 4392 66.3 63.3 60.3

DbPSp 1016 S 94.84 236.9 4719 69.2 66.2 63.2

DbPSp 1017 94.84 249.7 4999 71.6 68.6 65.6

DbPSp 1030 94.84 267.0 5413 77.9 74.9 71.9

DbPSp 1035 S 94.84 279.9 5703 80.3 77.3 74.2% of sheet pile length to beam length







100% 80% 60%in4 /ft lb / ft2 in3 /ftin

W33x118 63.42 82.8 1519 44.4 40.0 35.6

W33x130 63.45 91.5 1675 46.7 42.3 37.8

W36x135 63.89 97.0 1902 47.3 42.9 38.5

W40x167

63.75 110.9 2319 50.0 45.6 41.2

W40x183

63.75 127.5 2668 53.4 49.0 44.6

W40x199

63.75 142.5 2993 56.4 52.0 47.6

67.69 149.6 3102 56.0 51.8 47.7

W40x215

W40x249

67.69 164.7 3425 58.8 54.7 50.5

W40x277

67.69 188.5 3927 64.8 60.7 56.6

W40x297

67.77 208.4 4351 69.7 65.6 61.5

W40x321

67.77 219.4 4584 73.3 69.1 65.0

W40x372

67.85 234.7 4917 77.4 73.3 69.2

System Width

W40x149

68.00 270.3 5706 86.3 82.1 78.0

PZC 18


Beam

BBS-M BBS-F

Beam Beam

Connectors


Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%W33 x 118 63.42 82.8 1519 44.4 40.0 35.6

W33 x 130 63.45 91.5 1675 46.7 42.3 37.8

W36 x 135 63.89 97.0 1902 47.3 42.9 38.5

W40 x 149 63.75 110.9 2319 50.0 45.6 41.2

W40 x 167 63.75 127.5 2668 53.4 49.0 44.6

W40 x 183 63.75 142.5 2993 46.4 52.0 47.6

W40 x 199 67.69 149.6 3102 56.0 51.8 47.7

W40 x 215 67.69 164.7 3425 58.8 54.7 50.5

W40 x 249 67.69 188.5 3927 64.8 60.7 56.6

W40 x 277 67.77 208.4 4351 69.7 65.6 61.5

W40 x 297 67.77 219.4 4584 73.3 69.1 65.0

W40 x 321 67.85 234.7 4917 77.4 73.3 69.2








100% 80% 60%in4 /ft lb / ft2 in3 /ftin

W33x118 68.54 77.4 1469 42.2 37.9 33.6

W33x130 68.57 85.5 1616 44.3 40.0 35.7

W36x135 69.01 90.8 1838 44.9 40.6 36.3

W40x167

68.87 103.9 2238 47.4 43.1 38.8

W40x183

68.87 119.1 2564 50.6 46.3 42.0

W40x199

68.87 133.0 2867 53.4 49.1 44.8

72.81 140.1 2976 53.1 49.0 45.0

W40x215

W40x249

72.81 154.1 3278 55.7 51.7 47.6

W40x277

72.81 176.3 3748 61.3 57.3 53.2

W40x297

72.89 194.8 4145 65.9 61.8 57.8

W40x321

72.89 205.2 4363 69.2 65.1 61.1

W40x372

72.97 219.5 4674 73.0 69.0 64.9

System Width

W40x149

73.12 252.7 5412 81.3 77.2 73.2

PZC 18


Beam

Flanges

PZ Flange PZ Flange

Beam Beam


Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%W33 x 118 68.54 77.4 1469 42.2 37.9 33.6

W33 x 130 68.57 85.5 1616 44.3 40.0 35.7

W36 x 135 69.01 90.8 1838 44.9 40.6 36.3

W40 x 149 68.87 103.9 2238 47.4 43.1 38.8

W40 x 167 68.87 119.1 2564 50.6 46.3 42.0

W40 x 183 68.87 133.0 2867 53.4 49.1 44.8

W40 x 199 72.81 140.1 2976 53.1 49.0 45.0

W40 x 215 72.81 154.1 3278 55.7 51.7 47.6

W40 x 249 72.81 176.3 3748 61.3 57.3 53.2

W40 x 277 72.89 194.8 4145 65.9 61.8 57.8

W40 x 297 72.89 205.2 4363 69.2 65.1 61.1

W40 x 321 72.97 219.5 4674 73.0 69.0 64.9








100% 80% 60%in4 /ft lb / ft2 in3 /ftin

PSp600 70.24 70.4 831 41.9 37.8 33.8

PSp700 70.24 79.4 1094 43.2 39.1 35.0

PSp800 70.24 94.7 1492 45.7 41.6 37.6

PSp1000

70.24 106.4 1885 47.0 42.9 38.8

PSp1006

70.24 118.8 2339 48.2 44.2 40.1

PSp1001

70.24 128.9 2554 50.1 46.0 41.9

70.24 133.4 2626 51.0 46.9 42.9

PSp1013

PSp1016

70.24 139.7 2762 52.1 48.1 44.0

PSp1035S

70.24 143.5 2842 52.8 48.8 44.7

70.24 182.6 3720 62.1 58.1 54.0

System Width

PSp900

PZC 18


Beam

Connectors

PBS-M PBS-F

Beam Beam


Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%PSp 600 70.24 70.4 831 41.9 37.8 33.8

PSp 700 70.24 79.4 1094 43.2 39.1 35.0

PSp 800 70.24 94.7 1492 45.7 41.6 37.6

PSp 900 70.24 106.4 1885 47.0 42.9 38.8

PSp 1000 70.24 118.8 2339 48.2 44.2 40.1

PSp 1006 70.24 128.9 2554 50.1 46.0 41.9

PSp 1001 70.24 133.4 2626 51.0 46.9 42.9

PSp 1013 70.24 139.7 2762 52.1 48.1 44.0

PSp 1016 70.24 143.5 2842 52.8 48.8 44.7

PSp 1016 S 70.24 153.8 3063 54.8 50.7 46.6

PSp 1017 70.24 162.4 3251 56.4 52.3 48.3

PSp 1030 70.24 173.9 3525 60.6 56.6 52.5








100% 80% 60%in4 /ft lb / ft2 in3 /ftin

DbPSp600 89.08 98.5 1163 53.4 50.2 47.0

DbPSp700 89.08 115.2 1587 55.4 52.2 49.0

DbPSp800 89.08 140.7 2217 59.4 56.2 53.0

DbPSp1000

89.08 176.1 3120 61.4 58.2 55.0

DbPSp1006

89.08 182.2 3586 63.4 60.2 57.0

DbPSp1001

89.08 198.4 3930 66.3 63.0 59.8

89.08 204.0 4016 67.7 64.5 61.3

DbPSp1013

DbPSp1016

89.08 230.1 4548 69.5 66.3 63.1

DbPSp1035S

89.08 236.1 4676 70.6 67.4 64.2

89.08 297.6 6064 85.3 82.1 78.9

System Width

DbPSp900

PZC 18


Beam

Connectors

PBS-M PBS-F




Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia



DbPSp 700 89.08 128.7 1774 55.4 52.2 49.0

DbPSp 800 89.08 156.1 2458 59.4 56.2 53.0

DbPSp 900 89.08 177.4 3143 61.4 58.2 55.0

DbPSp 1000 89.08 199.7 3931 63.4 60.2 57.0

DbPSp 1006 89.08 215.6 4270 66.3 63.0 59.8

DbPSp 1001 89.08 222.7 4385 67.7 64.5 61.3

DbPSp 1013 89.08 232.6 4598 69.5 66.3 63.1

DbPSp 1016 89.08 238.5 4724 70.6 67.4 64.2

DbPSp 1016 S 89.08 254.7 5073 73.7 70.5 67.3

DbPSp 1017 89.08 268.3 5370 76.2 73.0 69.8

DbPSp 1030 89.08 286.6 5811 82.9 79.7 76.5








100% 80% 60%in4 /ft lb / ft2 in3 /ftin

W33x118 69.18 84.7 1553 48.9 43.2 37.5

W33x130 69.21 92.7 1696 50.9 45.3 39.6

W36x135 69.65 97.1 1904 51.5 45.8 40.2

W40x167

69.51 109.4 2287 54.0 48.3 42.7

W40x183

69.51 124.5 2606 57.1 51.4 45.8

W40x199

69.51 138.3 2904 59.9 54.2 48.6

73.45 145.2 3009 59.3 53.9 48.6

W40x215

W40x249

73.45 159.1 3307 61.9 56.5 51.2

W40x277

73.45 181.0 3770 67.4 62.1 56.7

W40x297

73.53 199.3 4161 71.9 66.6 61.2

W40x321

73.53 209.4 4375 75.2 69.9 64.5

W40x372

73.61 223.5 4683 79.0 73.7 68.3

System Width

W40x149

73.76 256.3 5411 87.2 81.8 76.5

PZC 26


Beam

BBS-M BBS-F

Beam Beam

Connectors


Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%W33 x 118 69.18 84.7 1553 48.9 43.2 37.5

W33 x 130 69.21 92.7 1696 50.9 45.3 39.6

W36 x 135 69.65 67.1 1904 51.5 45.8 40.2

W40 x 149 69.51 109.4 2287 54.0 48.3 42.7

W40 x 167 69.51 124.5 2606 57.1 51.4 45.8

W40 x 183 69.51 138.3 2904 59.9 54.2 48.6

W40 x 199 73.45 145.2 3009 59.3 53.9 48.6

W40 x 215 73.45 159.1 3307 61.9 56.5 51.2

W40 x 249 73.45 181.0 3770 67.4 62.1 56.7

W40 x 277 73.53 199.3 4161 71.9 66.6 61.2

W40 x 297 73.53 209.4 4375 75.2 69.9 64.5

W40 x 321 73.61 223.5 4683 79.0 73.7 68.3








100% 80% 60%in4 /ft lb / ft2 in3 /ftin

W33x118 74.30 79.2 1505 46.5 41.0 35.6

W33x130 74.33 86.7 1640 48.5 43.0 37.5

W36x135 74.77 91.1 1845 49.0 43.5 38.1

W40x167

74.63 102.8 2214 51.3 45.9 40.4

W40x183

74.63 116.9 2515 54.2 48.7 43.3

W40x199

74.63 129.7 2795 56.8 51.3 45.8

78.57 136.5 2899 56.4 51.2 46.0

W40x215

W40x249

78.57 149.5 3179 58.8 53.6 48.4

W40x277

78.57 170.1 3615 64.0 58.8 53.6

W40x297

78.65 187.2 3983 68.2 63.0 57.8

W40x321

78.65 196.8 4184 71.3 66.1 60.9

W40x372

78.73 210.1 4473 74.9 69.7 64.5

System Width

W40x149

78.88 240.8 5157 82.5 77.3 72.1

PZC 26


Beam

Flanges

PZ Flange PZ Flange

Beam Beam


Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%W33 x 118 74.30 79.2 1505 46.5 41.0 35.6

W33 x 130 74.33 86.7 1640 48.5 43.0 37.5

W36 x 135 74.77 91.1 1845 49.0 43.5 38.1

W40 x 149 74.63 102.8 2214 51.3 45.9 40.4

W40 x 167 74.63 116.9 2515 54.2 48.7 43.3

W40 x 183 74.63 129.7 2795 56.8 51.3 45.8

W40 x 199 78.57 136.5 2899 56.4 51.2 46.0

W40 x 215 78.57 149.5 3179 58.8 53.6 48.4

W40 x 249 78.57 170.1 3615 64.0 58.8 53.6

W40 x 277 78.65 187.2 3983 68.2 63.0 57.8

W40 x 297 78.65 196.8 4184 71.3 66.1 60.9

W40 x 321 78.73 210.1 4473 74.9 69.7 64.5








100% 80% 60%in4 /ft lb / ft2 in3 /ftin

PSp600 76.00 77.4 914 46.2 40.9 35.7

PSp700 76.00 84.0 1157 47.3 42.1 36.8

PSp800 76.00 96.8 1525 49.7 44.4 39.2

PSp1000

76.00 106.6 1888 50.8 45.6 40.3

PSp1006

76.00 117.2 2307 52.0 46.8 41.5

PSp1001

76.00 126.5 2506 53.7 48.4 43.2

76.00 130.7 2573 54.5 49.3 44.1

PSp1013

PSp1016

76.00 136.5 2698 55.6 50.4 45.1

PSp1035S

76.00 140.0 2772 56.3 51.0 45.8

76.00 175.9 3584 64.8 59.6 54.4

System Width

PSp900

PZC 26


Beam

Connectors

PBS-M PBS-F

Beam Beam


Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%PSp 600 76.00 77.4 914 46.2 40.9 35.7

PSp 700 76.00 84.0 1157 47.3 42.1 36.8

PSp 800 76.00 96.8 1525 49.7 444 39.2

PSp 900 76.00 106.6 1888 50.8 45.6 40.3

PSp 1000 76.00 117.2 2307 52.0 46.8 41.5

PSp 1006 76.00 126.5 2506 53.7 48.4 43.2

PSp 1001 76.00 130.7 2573 54.5 49.3 44.1

PSp 1013 76.00 136.5 2698 55.6 50.4 45.1

PSp 1016 76.00 140.0 2772 56.3 51.0 45.8

PSp 1016 S 76.00 149.4 2977 58.0 52.8 47.6

PSp 1017 76.00 157.4 3150 59.5 54.3 49.0

PSp 1030 76.00 167.9 3404 63.5 58.2 53.0








100% 80% 60%in4 /ft lb / ft2 in3 /ftin

DbPSp600 94.84 102.4 1209 56.1 51.9 47.4

DbPSp700 94.84 116.7 1608 58.0 53.8 49.6

DbPSp800 94.84 139.6 2199 61.7 57.5 53.3

DbPSp1000

94.84 172.1 3048 63.6 59.4 55.2

DbPSp1006

94.84 177.0 3485 65.5 61.3 57.1

DbPSp1001

94.84 192.3 3808 68.2 64.0 59.8

94.84 197.6 3889 69.5 65.3 61.1

DbPSp1013

DbPSp1016

94.84 222.1 4389 71.2 67.0 62.8

DbPSp1035S

94.84 227.7 4509 72.3 68.1 63.9

94.84 285.3 5813 86.0 81.8 77.6

System Width

DbPSp900

PZC 26


Beam

Connectors

PBS-M PBS-F




Sheet Pile

BeamSystem Width

Section Modulus

Moment of Inertia



DbPSp 700 94.84 129.4 1783 58.0 53.8 49.6

DbPSp 800 94.84 154.0 2426 61.7 57.5 53.3

DbPSp 900 94.84 173.2 3069 63.6 59.4 55.2

DbPSp 1000 94.84 193.5 3809 65.5 61.3 57.1

DbPSp 1006 94.84 208.4 4127 68.2 64.0 59.8

DbPSp 1001 94.84 215.2 4235 69.5 65.3 61.1

DbPSp 1013 94.84 224.4 4436 71.2 67.0 62.8

DbPSp 1016 94.84 229.9 4554 72.3 68.1 63.9

DbPSp 1016 S 94.84 245.1 4882 75.2 71.0 66.8

DbPSp 1017 94.84 257.8 5161 77.5 73.3 69.1

DbPSp 1030 94.84 275.0 5575 83.8 79.6 75.4





Width

Height

Flange Minimum

WebThickness

Flange Average

SectionWeight Width Height Web

Thickness

Flange Thickness

Moment of

Inertia

Section Modulus

Average Minimum

lb / lft in. in. in. in. in. in4 in3

PSp 600 126.33 18.11 23.62 0.551 0.610 0.551 3801 321.84

PSp 606 137.08 18.11 23.86 0.551 0.728 0.551 4257 356.81

PSp 700 133.72 18.11 27.56 0.551 0.610 0.551 5342 387.68

PSp 706 144.47 18.11 27.80 0.551 0.728 0.551 8960 428.87

PSp 800 148.51 18.11 31.50 0.551 0.673 0.551 7669 486.97

PSp 806 159.26 18.11 31.73 0.551 0.791 0.551 8476 534.20

PSp 900 155.90 18.11 35.43 0.551 0.673 0.551 9969 562.70

PSp 906 166.65 18.11 35.67 0.551 0.791 0.551 10990 616.22

PSp 1000 163.29 18.11 39.37 0.551 0.673 0.551 12624 641.30

PSp 1006 174.04 18.11 39.61 0.551 0.791 0.551 13883 701.10

PSp 1001 179.42 18.11 39.37 0.551 0.815 0.551 14309 726.91

PSp 1013 186.14 18.11 39.53 0.551 0.894 0.551 15101 764.08

PSp 1016 190.17 18.11 39.61 0.551 0.933 0.551 15568 786.11

PSp 1016 S 201.59 18.11 39.84 0.551 1.151 0.551 16863 846.52

PSp 1017 211.00 18.11 40.04 0.551 1.150 0.551 17964 897.35

PSp 1030 235.86 18.11 40.55 0.709 1.165 0.551 19568 965.09

PSp 1035S 245.27 18.11 40.75 0.709 1.264 0.551 20708 1016.41

Peine Beam


BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%36 x .500 94.1 70.1 1325 38.4 35.5 32.7

42 x .500 100.1 87.4 1916 39.9 37.3 34.6

42 x .625 100.1 106.6 2318 46.5 43.8 41.1

48 x .500 106.1 106.1 2645 41.3 38.8 36.3

48 x .625 106.1 130.0 3217 48.4 45.9 43.3

54 x .500 112.1 125.9 3517 42.5 40.1 37.8

54 x .625 112.1 154.7 4294 50.1 47.7 45.3

60 x .625 118.1 180.6 5555 51.6 49.3 47.1

60 x .750 118.1 214.2 6559 59.6 57.3 55.0

66 x .625 124.1 207.5 7003 53.0 50.8 48.7

66 x .750 124.1 246.3 8283 61..3 59.2 57.0

72 x .625 130.1 235.1 8642 54.2 52.2 50.1

72 x .750 130.1 279.4 10236 62.9 60.9 58.8% of sheet pile length to pipe length

Pipe Kingpile

WOFWOM

PZC 13 Sheet Pile

System Width



BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%36 x .500 88.3 77.2 1461 40.9 37.9 34.8

42 x .500 94.3 94.8 2079 42.4 39.5 36.7

42 x .625 94.3 115.2 2505 49.3 46.5 43.6

48 x .500 100.3 113.9 2840 43.7 41.0 38.3

48 x .625 100.3 139.2 3444 51.1 48.5 45.8

54 x .500 106.3 134.2 3748 44.8 42.3 39.8

54 x .625 106.3 164.6 4567 52.8 50.3 47.8

60 x .625 112.3 191.1 5878 54.2 51.9 49.5

60 x .750 112.3 226.4 6934 62.6 60.2 57.9

66 x .625 118.3 218.6 7380 55.6 53.3 51.1

66 x .750 118.3 259.4 8723 64.3 62.1 59.8

72 x .625 124.3 247.0 9077 56.7 54.6 52.5


Pipe Kingpile

WOFWOM

PZC 18 Sheet Pile

System Width



BeamSystem Width

Section Modulus

Moment of Inertia


in. in3 / ft in4 / ft 100% 80% 60%36 x .500 94.1 78.7 1489 44.4 40.3 36.3

42 x .500 100.1 94.4 2070 45.5 41.8 38.0

42 x .625 100.1 113.7 2472 52.1 48.3 44.5

48 x .500 106.1 111.9 2790 46.6 43.0 39.4

48 x .625 106.1 135.9 3362 53.7 50.1 46.5

54 x .500 112.1 130.8 3654 47.5 44.2 40.8

54 x .625 112.1 159.7 4431 55.1 51.7 48.3

60 x .625 118.1 184.9 5685 56.4 53.2 50.0

60 x .750 118.1 218.4 6689 64.3 51.1 57.9

66 x .625 124.1 211.1 7127 57.5 54.5 51.4

66 x .750 124.1 250.0 8407 65.9 62.8 59.8

72 x .625 130.1 238.3 8760 58.6 55.7 52.7


Pipe Kingpile

WOFWOM

PZC 26 Sheet Pile

System Width


Documents

Combi Wall 09 09