ProductFile_10

7/31/2019 ProductFile_10

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16

The

ESC H Pile system combines

cold formed sheet piles with H Piles to

produce very high strength walls at

economical weights. Most commonly used in

marine applications where large spans are common

between the sea bed and the anchor support, the high

inertia of the system results in low deflection values.

Other advantages include increased vertical load bearingcapacity, ability to penetrate very hard ground with the

H Pile units during installation, high lateral impact

resistance, and the option to specify H piles of a

different length to the infill sheet piles, providing

a more economic design while maintaining

stability.

ESC H PILE

COMBI WALLS


2/10

ESC

H

PILE

COMBIW

ALLS

17

w

y

ht x

SHEET PILE

UNIT PROPERTIES

SINGLE H - PILE

UNIT PROPERTIES

Section

Dimensions Coating

Area

Sectional AreaUnit

Weight

Moment of

Inertia

Modulus of

Sectiont w hmm mm mm m

2/m cm

2 kg/m cm4

cm3

ESC-S8 1440 7.75 1440 414 3.79 151.8 119.2 40,175 1,900

ESC-S8 1540 7.75 1540 368 3.79 151.8 119.2 31,720 1,740

ESC-S10 1440 9.75 1440 416 3.79 187.8 147.4 49,405 2,360

ESC-S10 1540 9.75 1540 369 3.79 187.8 147.4 38,960 2,155

ESC-S12 1440 11.75 1440 423 3.82 227.6 178.7 61,040 2,950

ESC-S12 1540 11.75 1540 377 3.8 227.6 178.7 48,310 2,600

Section

Dimensions SectionalArea Mass

Moment ofInertia, Ix

Radius ofGyration, rxB C C' t t'

mm mm mm mm mm cm2 kg/m cm

3cm

4 cm

H50/20A-1 496 199 199 14 9 135.5 106.4 1,840 56,840 20.48

H50/20B-1 500 200 200 16 10 148.5 116.5 2,070 63,380 20.66

H50/20C-1 506 201 201 19 11 165.5 129.9 2,400 72,730 20.96

H60/30A-1 582 300 300 17 12 208.7 163.8 3,725 125,660 24.54

H60/30B-1 588 300 300 20 12 226.7 178.0 4,205 141,665 25.00

H60/30C-1 594 302 302 23 14 256.6 201.5 4,825 161,615 25.10

H70/30A-1 692 300 300 20 13 245.7 192.9 5,240 205,800 28.94

H70/30B-1 700 300 300 24 13 269.7 211.7 6,000 235,750 29.57

*H70/30C-1 704 300 390 26 13 298.4 234.2 7,560 275,300 30.37

*H85/40A-1 872 427 557 16 14 309.3 242.8 9,225 419,350 36.82

*H85/40B-1 876 427 557 18 14 329.0 258.2 10,120 457,640 37.30

*H85/40C-1 880 427 557 20 14 348.6 273.7 11,020 496,160 37.73

*H90/40A-1 899 400 490 22 18 383.9 301.4 11,485 535,230 37.34

*H90/40B-1 903 400 490 24 18 401.7 315.4 12,290 571,930 37.73

*H90/40C-1 907 400 490 26 18 419.5 329.3 13,100 608,900 38.10

*H100/40A-1 1119 400 460 22 16 395.4 310.4 14,180 834,685 45.95*H100/40B-1 1123 400 460 24 16 412.6 323.9 15,130 889,585 46.43

*H100/40C-1 1127 400 460 26 16 429.8 337.4 16,085 944,815 46.89

*H110/40A-1 1152 400 460 26 20 477.8 375.1 17,345 1,037,040 46.59

*H110/40B-1 1160 400 460 30 20 512.2 402.1 19,290 1,153,400 47.45

*H110/40C-1 1168 400 460 34 20 546.6 429.1 21,245 1,271,215 48.23

*H110/50A-1 1160 500 560 30 22 594.2 466.5 22,965 1,367,390 47.97

*H110/50B-1 1168 500 560 34 22 636.6 499.7 25,360 1,512,235 48.74

*H110/50C-1 1176 500 560 38 22 679.0 533.0 27,760 1,658,960 49.43

Note: " * " is the welded H steel section.

C'

B

t

t

t'

ESC-C60 CLUTCH

Elastic Section

Modulus, Zx


3/10

DOUBLE H - PILE

UNIT PROPERTIES

18

ESC

H

PILE

COMBIW

ALLS

ESC-C60 CLUTCHC

C'

B

t'

t

t

t'

Note: " * " is the welded H steel section.

Section

Dimensions Sectional

AreaMass

Moment of

Inertia, Ix

Radius of

Gyration, rxB C C' t t'

mm mm mm mm mm cm2 kg/m cm

3cm

4 cm

H50/20A-2 496 398 398 14 9 236.8 185.9 3,265 100,855 20.64

H50/20B-2 500 400 400 16 10 262.8 206.2 3,700 113,240 20.76

H50/20C-2 506 402 402 19 11 296.8 233.0 4,320 131,100 21.02

H60/30A-2 582 600 600 17 12 383.2 300.8 6,830 230,410 24.52

H60/30B-2 588 600 600 20 12 419.2 329.1 7,770 261,685 24.98

H60/30C-2 594 604 604 23 14 479.0 376.1 8,970 300,660 25.05

H70/30A-2 692 600 600 20 13 457.2 359.0 9,700 380,710 28.86

H70/30B-2 700 600 600 24 13 505.2 396.6 11,190 439,550 29.50

*H70/30C-2 704 600 780 26 13 562.6 441.5 13,310 484,895 29.36

*H85/40A-2 872 854 1114 16 14 584.4 458.7 16,530 751,455 35.86

*H85/40B-2 876 854 1114 18 14 623.8 489.5 18,220 823,910 36.34

*H85/40C-2 880 854 1114 20 14 663.0 520.5 19,925 896,975 36.78

*H90/40A-2 899 800 980 22 18 733.6 575.9 21,150 985,585 36.65

*H90/40B-2 903 800 980 24 18 769.2 603.9 22,705 1,056,440 37.06

*H90/40C-2 907 800 980 26 18 804.8 631.7 24,260 1,127,910 37.44

*H100/40A-2 1119 800 920 22 16 756.6 593.9 26,475 1,558,620 45.39

*H100/40B-2 1123 800 920 24 16 791.0 620.9 28,340 1,666,290 45.90

*H100/40C-2 1127 800 920 26 16 825.4 647.9 30,215 1,774,700 46.37

*H110/40A-2 1152 800 920 26 20 921.4 723.3 32,675 1,953,735 46.05

*H110/40B-2 1160 800 920 30 20 990.2 777.3 36,500 2,182,540 46.95

*H110/40C-2 1168 800 920 34 20 1059.0 831.3 40,350 2,414,465 47.75

*H110/50A-2 1160 1000 1120 30 22 1154.2 906.1 43,840 2,610,465 47.56

*H110/50B-2 1168 1000 1120 34 22 1239.0 972.5 48,575 2,896,560 48.35

*H110/50B-2 1176 1000 1120 38 22 1323.8 1039.1 53,325 3,186,550 49.06

Elastic Section

Modulus, Zx


4/10

ESC

H

PILE

COMBIW

ALLS

Combination ESC H 1/8 1440

System Width (SW)


19

Section

System

Width

Properties per Meter of Wall Weight CombinationCoating Area

SP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2 m2/m/m

ESC-H50/20A-1/8 1.70 287.3 57,090 1,850 98 111 116 133 3.47

ESC-H50/20B-1/8 1.70 300.3 60,905 1,990 104 117 121 139 3.47

ESC-H50/20C-1/8 1.70 317.3 66,360 2,190 112 125 129 146 3.48

ESC-H60/30A-1/8 1.80 360.5 92,115 2,730 125 137 141 157 3.59

ESC-H60/30B-1/8 1.80 378.5 101,005 3,000 133 145 149 165 3.59

ESC-H60/30C-1/8 1.80 408.4 111,960 3,340 145 158 162 178 3.60

ESC-H70/30A-1/8 1.80 397.5 136,630 3,480 141 153 157 173 3.71

ESC-H70/30B-1/8 1.80 421.5 153,265 3,900 151 164 168 184 3.71

*ESC-H70/30C-1/8 1.80 450.2 175,235 4,810 164 176 180 196 3.81

*ESC-H85/40A-1/8 1.93 461.0 238,430 5,245 157 169 173 188 4.05

*ESC-H85/40B-1/8 1.93 480.7 258,300 5,715 166 177 181 196 4.05

*ESC-H85/40C-1/8 1.93 500.4 278,280 6,180 174 185 189 204 4.05

*ESC-H90/40A-1/8 1.90 535.7 302,795 6,500 191 202 206 221 4.03

*ESC-H90/40B-1/8 1.90 553.5 322,110 6,920 198 209 213 229 4.03

*ESC-H90/40C-1/8 1.90 571.3 341,565 7,350 205 217 221 236 4.03

*ESC-H100/40A-1/8 1.90 547.2 460,380 7,820 195 207 211 226 4.23

*ESC-H100/40B-1/8 1.90 564.4 489,270 8,320 202 214 218 233 4.23

*ESC-H100/40C-1/8 1.90 581.6 518,335 8,825 210 221 225 240 4.23

*ESC-H110/40A-1/8 1.90 629.6 566,870 9,480 229 241 245 260 4.26

*ESC-H110/40B-1/8 1.90 664.0 628,100 10,505 244 255 259 274 4.26

*ESC-H110/40C-1/8 1.90 698.4 690,095 11,535 258 269 273 289 4.26

*ESC-H110/50A-1/8 2.00 746.0 703,680 11,820 264 275 278 293 4.24

*ESC-H110/50B-1/8 2.00 788.4 776,090 13,015 280 291 295 309 4.24

*ESC-H110/50C-1/8 2.00 830.8 849,440 14,215 297 308 311 326 4.24

ESC-H50/20A-1/8 1.80 287.3 49,220 1,595 93 105 109 125 3.28

ESC-H50/20B-1/8 1.80 300.3 52,825 1,730 98 111 115 131 3.28

ESC-H50/20C-1/8 1.80 317.4 57,985 1,910 106 118 122 138 3.28

ESC-H60/30A-1/8 1.90 360.5 82,820 2,455 118 130 134 149 3.40

ESC-H60/30B-1/8 1.90 378.5 91,240 2,710 126 137 141 156 3.40

ESC-H60/30C-1/8 1.90 408.4 101,630 3,035 138 149 153 169 3.40

ESC-H70/30A-1/8 1.90 397.5 124,990 3,180 133 145 149 164 3.51

ESC-H70/30B-1/8 1.90 421.5 140,750 3,585 143 155 159 174 3.51

*ESC-H70/30C-1/8 1.90 450.2 161,565 4,435 155 167 171 186 3.61

*ESC-H85/40A-1/8 2.03 461.1 222,500 4,895 150 161 164 179 3.86

*ESC-H85/40B-1/8 2.03 480.8 241,385 5,340 157 168 172 186 3.86

*ESC-H85/40C-1/8 2.03 500.5 260,385 5,785 165 176 179 194 3.86

*ESC-H90/40A-1/8 2.00 535.8 283,430 6,080 181 192 196 210 3.83

*ESC-H90/40B-1/8 2.00 553.5 301,780 6,485 188 199 203 217 3.83

*ESC-H90/40C-1/8 2.00 571.4 320,260 6,890 195 206 210 224 3.83

*ESC-H100/40A-1/8 2.00 547.3 433,140 7,360 186 197 200 215 4.02

*ESC-H100/40B-1/8 2.00 564.5 460,585 7,835 192 203 207 222 4.02

*ESC-H100/40C-1/8 2.00 581.7 488,195 8,310 199 210 214 228 4.02

*ESC-H110/40A-1/8 2.00 629.7 534,300 8,935 218 229 232 247 4.04

*ESC-H110/40B-1/8 2.00 664.1 592,470 9,910 231 242 246 261 4.04

*ESC-H110/40C-1/8 2.00 698.5 651,370 10,885 245 256 259 274 4.04

*ESC-H110/50A-1/8 2.10 746.1 666,150 11,185 251 261 265 279 4.04

*ESC-H110/50B-1/8 2.10 788.5 735,110 12,325 267 277 281 295 4.04

*ESC-H110/50C-1/8 2.10 830.9 804,970 13,470 283 293 297 311 4.04

SectionalArea

Moment ofInertia,Ix

SectionModulus,Zx

Section

System

Width


SP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2 m2/m/m

SectionalArea

Moment ofInertia,Ix

SectionModulus,Zx


5/10

20

ESC

H

PILE

COMBIW

ALLS



ESC-H50/20A-1/10 1.70 62,525 2,025 108 124 129 149 3.47

ESC-H50/20B-1/10 1.70 66,335 2,170 114 130 135 155 3.47

ESC-H50/20C-1/10 1.70 71,785 2,365 122 137 143 163 3.47

ESC-H60/30A-1/10 1.80 97,240 2,885 134 149 154 173 3.59

ESC-H60/30B-1/10 1.80 106,130 3,150 142 157 161 181 3.59

ESC-H60/30C-1/10 1.80 117,085 3,495 155 169 174 194 3.59

ESC-H70/30A-1/10 1.80 141,755 3,610 150 165 170 189 3.71

ESC-H70/30B-1/10 1.80 158,390 4,030 161 175 180 200 3.71

*ESC-H70/30C-1/10 1.80 180,365 4,950 173 188 193 212 3.81

*ESC-H85/40A-1/10 1.93 243,220 5,350 166 180 184 202 4.06

*ESC-H85/40B-1/10 1.93 263,085 5,820 174 188 192 210 4.06

*ESC-H85/40C-1/10 1.93 283,070 6,290 182 196 200 219 4.06

*ESC-H90/40A-1/10 1.90 307,650 6,600 199 213 218 236 4.03

*ESC-H90/40B-1/10 1.90 326,965 7,025 207 221 225 244 4.03

*ESC-H90/40C-1/10 1.90 346,420 7,450 214 228 233 251 4.03

*ESC-H100/40A-1/10 1.90 494,125 8,405 211 225 230 248 4.23

*ESC-H100/40B-1/10 1.90 523,190 8,910 218 232 237 255 4.23

*ESC-H100/40C-1/10 1.90 552,430 9,410 226 239 244 262 4.23

*ESC-H110/40A-1/10 1.90 571,725 9,560 238 252 257 275 4.26

*ESC-H110/40B-1/10 1.90 632,955 10,585 252 266 271 289 4.26

*ESC-H110/40C-1/10 1.90 694,955 11,615 267 280 285 303 4.26

*ESC-H110/50A-1/10 2.00 708,290 11,895 272 285 289 307 4.24

*ESC-H110/50B-1/10 2.00 780,705 13,090 289 302 306 324 4.24

*ESC-H110/50C-1/10 2.00

323.3

336.3

353.4

396.5

414.5

444.4

433.5

457.5

486.2

497.1

516.8

536.5

571.8

589.6

607.4

600.5

617.6

634.8

665.7

700.1

734.4

782.1

824.5

866.9 854,055 14,290 305 318 323 340 4.24

ESC-H50/20A-1/10 1.80 323.3 53,245 1,725 102 117 122 141 3.28

ESC-H50/20B-1/10 1.80 336.3 56,850 1,860 108 122 127 147 3.28

ESC-H50/20C-1/10 1.80 353.4 62,005 2,045 115 130 135 154 3.28

ESC-H60/30A-1/10 1.90 396.5 86,630 2,570 127 141 145 164 3.40

ESC-H60/30B-1/10 1.90 414.5 95,050 2,820 135 148 153 171 3.40

ESC-H60/30C-1/10 1.90 444.4 105,435 3,145 147 160 165 183 3.40

ESC-H70/30A-1/10 1.90 433.5 128,800 3,280 142 156 161 179 3.51

ESC-H70/30B-1/10 1.90 457.5 144,560 3,680 152 166 171 189 3.51

*ESC-H70/30C-1/10 1.90 486.2 165,375 4,540 164 178 183 201 3.61

*ESC-H85/40A-1/10 2.03 497.1 226,070 4,975 158 171 175 192 3.86

*ESC-H85/40B-1/10 2.03 516.8 244,955 5,420 166 179 183 200 3.86

*ESC-H85/40C-1/10 2.03 536.5 263,955 5,865 173 186 191 208 3.86

*ESC-H90/40A-1/10 2.00 571.8 287,050 6,160 190 203 207 224 3.83

*ESC-H90/40B-1/10 2.00 589.6 305,400 6,565 197 210 214 231 3.83

*ESC-H90/40C-1/10 2.00 607.4 323,880 6,970 203 217 221 238 3.83

*ESC-H100/40A-1/10 2.00 600.5 464,205 7,895 201 214 218 236 4.02

*ESC-H100/40B-1/10 2.00 617.6 491,815 8,375 208 221 225 242 4.02

*ESC-H100/40C-1/10 2.00 634.8 519,595 8,850 214 227 232 249 4.02

*ESC-H110/40A-1/10 2.00 665.7 537,920 8,995 226 239 244 261 4.04

*ESC-H110/40B-1/10 2.00 700.1 596,090 9,970 240 253 257 275 4.04

*ESC-H110/40C-1/10 2.00 734.4 654,990 10,945 253 266 271 288 4.04

*ESC-H110/50A-1/10 2.10 782.1 669,595 11,245 259 272 276 292 4.04

*ESC-H110/50B-1/10 2.10 824.5 738,560 12,385 275 287 292 308 4.04

*ESC-H110/50C-1/10 2.10 866.9 808,415 13,530 291 303 307 324 4.04

Section

System

Width


SP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2 m2/m/m

SectionalArea

Moment ofInertia,Ix

SectionModulus,Zx

Section

System

Width


SP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2 m2/m/m

SectionalArea

Moment ofInertia,Ix

SectionModulus,Zx


6/10

ESC

H

PILE

COMBIW

ALLS



21

ESC-H50/20A-1/12 1.71 380.8 71,890 2,180 123 143 149 175 3.51

ESC-H50/20B-1/12 1.71 393.7 75,905 2,330 129 148 155 180 3.51ESC-H50/20C-1/12 1.71 410.8 81,590 2,535 137 156 163 188 3.51

ESC-H60/30A-1/12 1.81 454.0 108,060 3,040 148 166 172 197 3.63

ESC-H60/30B-1/12 1.81 472.0 117,130 3,305 156 174 180 204 3.63

ESC-H60/30C-1/12 1.82 501.9 128,315 3,655 169 187 193 217 3.63

ESC-H70/30A-1/12 1.81 491.0 154,850 3,755 164 182 188 213 3.74

ESC-H70/30B-1/12 1.81 515.0 171,730 4,180 175 193 199 223 3.74

*ESC-H70/30C-1/12 1.81 543.6 195,400 5,110 187 205 211 235 3.84

*ESC-H85/40A-1/12 1.94 554.5 262,120 5,500 179 196 202 224 4.09

*ESC-H85/40B-1/12 1.94 574.2 282,295 5,965 187 204 210 232 4.09

*ESC-H85/40C-1/12 1.94 593.9 302,550 6,430 195 212 218 240 4.09

*ESC-H90/40A-1/12 1.91 629.2 327,475 6,760 212 230 235 258 4.06

*ESC-H90/40B-1/12 1.91 647.0 346,965 7,180 220 237 243 265 4.06

*ESC-H90/40C-1/12 1.91 664.8 366,580 7,600 227 244 250 273 4.06

*ESC-H100/40A-1/12 1.91 657.8 521,215 8,555 224 241 247 270 4.26

*ESC-H100/40B-1/12 1.91 675.1 550,455 9,050 231 248 254 277 4.26

*ESC-H100/40C-1/12 1.91 692.2 579,855 9,550 238 255 261 284 4.26

*ESC-H110/40A-1/12 1.91 723.1 600,135 9,725 251 268 274 297 4.29

*ESC-H110/40B-1/12 1.91 757.5 661,610 10,740 265 282 288 311 4.29

*ESC-H110/40C-1/12 1.91 791.9 723,800 11,755 279 296 302 325 4.29

*ESC-H110/50A-1/12 2.01 839.5 735,395 12,030 284 300 306 327 4.27

*ESC-H110/50B-1/12 2.01 881.9 807,880 13,215 300 317 322 344 4.27

*ESC-H110/50C-1/12 2.01 924.3 881,265 14,405 317 333 339 360 4.27

ESC-H50/20A-1/12 1.81 380.8 60,900 1,845 117 135 141 165 3.31

ESC-H50/20B-1/12 1.81 393.7 64,695 1,985 122 140 146 170 3.31

ESC-H50/20C-1/12 1.81 410.8 70,075 2,175 129 148 154 178 3.31

ESC-H60/30A-1/12 1.91 454.0 95,755 2,690 192 208 213 233 3.43

ESC-H60/30B-1/12 1.91 472.0 104,350 2,945 205 221 226 247 3.43

ESC-H60/30C-1/12 1.92 501.9 114,970 3,275 160 177 183 206 3.43

ESC-H70/30A-1/12 1.91 491.0 140,100 3,400 156 173 179 201 3.54

ESC-H70/30B-1/12 1.91 515.0 156,100 3,800 165 183 188 211 3.54

*ESC-H70/30C-1/12 1.91 543.6 178,535 4,665 177 194 200 223 3.63*ESC-H85/40A-1/12 2.04 554.5 243,035 5,100 170 186 192 213 3.88

*ESC-H85/40B-1/12 2.04 574.2 262,215 5,540 178 194 199 221 3.88

*ESC-H85/40C-1/12 2.04 593.9 281,480 5,985 186 202 207 229 3.88

*ESC-H90/40A-1/12 2.01 629.2 304,885 6,290 202 218 224 245 3.85

*ESC-H90/40B-1/12 2.01 647.0 323,405 6,690 209 225 231 252 3.85

*ESC-H90/40C-1/12 2.01 664.8 342,050 7,095 216 232 237 259 3.85

*ESC-H100/40A-1/12 2.01 657.8 489,000 8,025 213 229 235 257 4.04

*ESC-H100/40B-1/12 2.01 675.1 516,785 8,500 220 236 241 263 4.04

*ESC-H100/40C-1/12 2.01 692.2 544,725 8,970 226 243 248 270 4.04

*ESC-H110/40A-1/12 2.01 723.1 564,000 9,140 238 255 260 282 4.06

*ESC-H110/40B-1/12 2.01 757.5 622,420 10,100 252 268 274 295 4.06

*ESC-H110/40C-1/12 2.01 791.9 681,515 11,070 265 282 287 309 4.06

*ESC-H110/50A-1/12 2.11 839.5 694,565 11,360 270 286 291 312 4.06

*ESC-H110/50B-1/12 2.11 881.9 763,620 12,490 286 302 307 328 4.06

*ESC-H110/50C-1/12 2.11 924.3 833,530 13,625 302 317 323 343 4.06

Section

System

Width


SP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2 m2/m/m

SectionalArea

Moment ofInertia,Ix

SectionModulus,Zx

Section

System

Width


SP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2 m2/m/m

SectionalArea

Moment ofInertia,Ix

SectionModulus,Zx


7/10

22

Combination ESC H 2/8 1540 ESC

H

PILE

COMBIW

ALLS

System Width (SW)


ESC-H50/20A-2/8 1.90 388.6 74,295 2,625 130 141 145 161 3.32

ESC-H50/20B-2/8 1.90 414.5 80,730 2,865 140 152 156 171 3.32

ESC-H50/20C-2/8 1.90 448.6 90,035 3,205 154 166 170 185 3.32

ESC-H60/30A-2/8 2.10 535 128,830 4,075 172 183 186 200 3.36

ESC-H60/30B-2/8 2.10 571 143,720 4,530 186 196 200 213 3.36

ESC-H60/30C-2/8 2.10 630.7 161,970 5,105 208 218 221 235 3.37

ESC-H70/30A-2/8 2.10 609 200,395 5,400 200 210 214 228 3.46

ESC-H70/30B-2/8 2.10 657 228,405 6,125 218 228 232 246 3.46

*ESC-H70/30C-2/8 2.10 690.9 250,000 6,965 230 241 244 258 3.63

*ESC-H85/40A-2/8 2.40 722.3 330,080 7,315 212 221 224 236 3.72

*ESC-H85/40B-2/8 2.40 760 360,290 7,985 224 233 236 249 3.72

*ESC-H85/40C-2/8 2.40 797.6 390,755 8,660 236 246 249 261 3.72

*ESC-H90/40A-2/8 2.34 875.3 437,555 9,430 265 274 277 290 3.69

*ESC-H90/40B-2/8 2.34 910 467,780 10,060 276 286 289 301 3.69

*ESC-H90/40C-2/8 2.34 944.6 498,265 10,695 288 297 300 313 3.69

*ESC-H100/40A-2/8 2.34 904.9 681,995 11,720 273 282 285 298 3.83

*ESC-H100/40B-2/8 2.34 939 727,920 12,490 284 293 296 308 3.83

*ESC-H100/40C-2/8 2.34 973 774,165 13,265 294 304 307 319 3.83

*ESC-H110/40A-2/8 2.34 1069 850,535 14,310 327 336 339 352 3.85

*ESC-H110/40B-2/8 2.34 1137.2 948,135 15,885 348 358 361 373 3.85

*ESC-H110/40C-2/8 2.34 1205.4 1,047,065 17,465 370 380 383 395 3.85

*ESC-H110/50A-2/8 2.54 1343.3 1,097,825 18,425 384 393 396 407 3.78

*ESC-H110/50B-2/8 2.54 1385.4 1,154,240 19,325 397 405 408 420 3.78

*ESC-H110/50C-2/8 2.54 1469.5 1,268,220 21,130 422 430 433 445 3.78

ESC-H50/20A-2/8 2.00 388.6 66,345 2,345 123 134 138 153 3.15

ESC-H50/20B-2/8 2.00 414.5 72,470 2,575 133 144 148 163 3.15

ESC-H50/20C-2/8 2.00 448.6 81,315 2,895 147 158 161 176 3.16

ESC-H60/30A-2/8 2.20 535 119,135 3,765 164 174 178 191 3.21

ESC-H60/30B-2/8 2.20 571 133,350 4,205 177 187 190 204 3.21

ESC-H60/30C-2/8 2.20 630.7 150,790 4,750 198 208 211 225 3.22

ESC-H70/30A-2/8 2.20 609 187,445 5,050 191 201 204 217 3.31

ESC-H70/30B-2/8 2.20 657 214,185 5,745 208 218 221 234 3.31

*ESC-H70/30C-2/8 2.20 690.9 234,795 6,545 220 230 233 247 3.47

*ESC-H85/40A-2/8 2.50 722.3 313,480 6,945 203 212 215 227 3.57

*ESC-H85/40B-2/8 2.50 760 342,485 7,590 215 224 227 239 3.57

*ESC-H85/40C-2/8 2.50 797.6 371,730 8,235 227 236 239 250 3.57

*ESC-H90/40A-2/8 2.44 875.3 416,195 8,965 254 263 266 278 3.54

*ESC-H90/40B-2/8 2.44 910 445,185 9,575 265 274 277 289 3.54

*ESC-H90/40C-2/8 2.44 944.6 474,420 10,185 276 285 288 300 3.54

*ESC-H100/40A-2/8 2.44 904.9 650,635 11,180 261 270 273 285 3.67

*ESC-H100/40B-2/8 2.44 939 694,680 11,920 272 281 284 296 3.67

*ESC-H100/40C-2/8 2.44 973 739,035 12,660 282 291 294 306 3.67

*ESC-H110/40A-2/8 2.44 1069 812,280 13,665 313 322 325 337 3.69

*ESC-H110/40B-2/8 2.44 1137.2 905,885 15,175 334 343 346 358 3.69

*ESC-H110/40C-2/8 2.44 1205.4 1,000,770 16,695 355 364 367 379 3.69

*ESC-H110/50A-2/8 2.64 1343.3 1,053,115 17,675 370 378 381 392 3.64

*ESC-H110/50B-2/8 2.64 1385.4 1,107,390 18,540 382 390 393 404 3.64

*ESC-H110/50C-2/8 2.64 1469.5 1,217,060 20,280 406 414 417 428 3.64

SectionalArea

Moment ofInertia,Ix

SectionModulus,ZxSection

System

Width

Properties perMeter of Wall Weight Combination

Coating AreaSP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2m2/m/m

SectionalArea

Moment ofInertia,Ix

SectionModulus,ZxSection

System

Width

Properties perMeter of Wall Weight Combination

Coating AreaSP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2 m2/m/m


8/10

ESC

H

PILE

COMBIW

ALLS

Combination ESC H-2-10 1440


23

ESC-H50/20A-2/10 1.90 424.6 79,155 2,800 139 154 157 176 3.32

ESC-H50/20B-2/10 1.90 450.5 85,590 3,040 149 163 168 186 3.32ESC-H50/20C-2/10 1.90 484.6 94,890 3,375 163 177 182 200 3.32

ESC-H60/30A-2/10 2.10 571 133,225 4,215 180 193 197 213 3.36

ESC-H60/30B-2/10 2.10 607 148,115 4,670 194 206 210 227 3.36

ESC-H60/30C-2/10 2.10 666.7 166,355 5,240 216 228 232 249 3.37

ESC-H70/30A-2/10 2.10 645 204,790 5,515 208 220 224 241 3.46

ESC-H70/30B-2/10 2.10 693 232,800 6,245 226 238 242 259 3.46

*ESC-H70/30C-2/10 2.10 726.9 254,395 7,090 239 251 255 272 3.63

*ESC-H85/40A-2/10 2.40 758.3 333,925 7,400 219 230 233 248 3.72

*ESC-H85/40B-2/10 2.40 796 364,140 8,070 231 242 246 260 3.72

*ESC-H85/40C-2/10 2.40 833.6 394,605 8,745 244 254 258 273 3.72

*ESC-H90/40A-2/10 2.34 911.3 441,490 9,510 272 283 287 302 3.69

*ESC-H90/40B-2/10 2.34 946 471,720 10,145 283 295 298 313 3.69

*ESC-H90/40C-2/10 2.34 980.6 502,205 10,780 295 306 310 325 3.69

*ESC-H100/40A-2/10 2.34 975 731,855 12,560 291 302 306 321 3.83

*ESC-H100/40B-2/10 2.34 1009 778,105 13,330 302 313 317 331 3.83

*ESC-H100/40C-2/10 2.34 975 731,855 12,560 291 302 306 321 3.83

*ESC-H110/40A-2/10 2.34 1105 854,470 14,375 334 345 349 364 3.85

*ESC-H110/40B-2/10 2.34 1173.2 952,070 15,950 356 367 371 385 3.85

*ESC-H110/40C-2/10 2.34 1241.4 1,051,005 17,530 378 389 392 407 3.85

*ESC-H110/50A-2/10 2.54 1379.3 1,101,455 18,485 391 401 405 418 3.78

*ESC-H110/50B-2/10 2.54 1421.4 1,157,865 19,385 403 414 417 431 3.78

*ESC-H110/50C-2/10 2.54 1505.5 1,271,845 21,190 428 439 442 456 3.78

ESC-H50/20A-2/10 2.00 424.6 69,970 2,475 132 145 149 167 3.15

ESC-H50/20B-2/10 2.00 450.5 76,090 2,705 142 155 159 177 3.15

ESC-H50/20C-2/10 2.00 484.6 84,930 3,020 155 168 173 190 3.16

ESC-H60/30A-2/10 2.20 571 122,425 3,870 172 184 188 204 3.21

ESC-H60/30B-2/10 2.20 607 136,640 4,310 185 197 201 217 3.21

ESC-H60/30C-2/10 2.20 666.7 154,070 4,855 206 218 222 237 3.22

ESC-H70/30A-2/10 2.20 645 190,735 5,140 198 210 214 230 3.31

ESC-H70/30B-2/10 2.20 693 217,475 5,830 216 227 231 247 3.31

*ESC-H70/30C-2/10 2.20 726.9 238,085 6,635 228 240 244 259 3.47*ESC-H85/40A-2/10 2.50 758.3 316,380 7,010 210 221 224 238 3.57

*ESC-H85/40B-2/10 2.50 796 345,385 7,655 222 232 236 250 3.57

*ESC-H85/40C-2/10 2.50 833.6 374,630 8,300 234 244 248 262 3.57

*ESC-H90/40A-2/10 2.44 911.3 419,155 9,030 261 272 275 290 3.54

*ESC-H90/40B-2/10 2.44 946 448,145 9,640 272 283 286 300 3.54

*ESC-H90/40C-2/10 2.44 980.6 477,385 10,245 283 293 297 311 3.54

*ESC-H100/40A-2/10 2.44 975 697,645 11,970 279 290 293 307 3.67

*ESC-H100/40B-2/10 2.44 1009 742,000 12,715 289 300 304 318 3.67

*ESC-H100/40C-2/10 2.44 1043.1 786,660 13,455 300 311 314 328 3.67

*ESC-H110/40A-2/10 2.44 1105 815,240 13,715 320 331 334 349 3.69

*ESC-H110/40B-2/10 2.44 1173.2 908,850 15,225 341 352 355 370 3.69

*ESC-H110/40C-2/10 2.44 1241.4 1,003,735 16,745 362 373 376 391 3.69

*ESC-H110/50A-2/10 2.64 1379.3 1,055,850 17,720 376 386 389 402 3.64*ESC-H110/50B-2/10 2.64 1421.4 1,110,130 18,590 388 398 401 414 3.64

*ESC-H110/50C-2/10 2.64 1505.5 1,219,800 20,325 412 422 425 439 3.64

Section

System

Width


SP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2 m2/m/m

SectionalArea

Moment ofInertia,Ix

SectionModulus,Zx

Section

System

Width


SP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2 m2/m/m

SectionalArea

Moment ofInertia,Ix

SectionModulus,Zx


9/10

ESC

H

PILE

COMBIW

ALLS



24

ESC-H50/20A-2/12 1.90 482 88,440 2,975 152 169 175 198 3.37

ESC-H50/20B-2/12 1.90 507.9 95,000 3,225 163 180 186 208 3.38ESC-H50/20C-2/12 1.90 542 104,440 3,560 176 194 199 222 3.38

ESC-H60/30A-2/12 2.11 628.4 143,280 4,375 192 208 213 233 3.40

ESC-H60/30B-2/12 2.11 664.4 158,250 4,830 205 221 226 247 3.40

ESC-H60/30C-2/12 2.11 724.2 176,570 5,400 227 243 248 269 3.41

ESC-H70/30A-2/12 2.11 702.4 216,900 5,665 219 235 240 261 3.50

ESC-H70/30B-2/12 2.11 750.4 244,985 6,385 237 253 258 279 3.50

*ESC-H70/30C-2/12 2.11 784.4 267,360 7,240 250 265 271 291 3.67

*ESC-H85/40A-2/12 2.41 815.8 349,130 7,530 229 243 247 265 3.75

*ESC-H85/40B-2/12 2.41 853.4 379,390 8,195 241 255 259 278 3.75

*ESC-H85/40C-2/12 2.41 891 409,885 8,865 253 267 272 290 3.75

*ESC-H90/40A-2/12 2.35 968.7 457,235 9,640 282 296 301 319 3.72

*ESC-H90/40B-2/12 2.35 1003.4 487,455 10,270 293 307 312 331 3.72

*ESC-H90/40C-2/12 2.35 1038.1 517,935 10,900 305 319 323 342 3.72

*ESC-H100/40A-2/12 2.35 1066.5 799,540 13,445 312 326 330 349 3.86

*ESC-H100/40B-2/12 2.35 1100.6 846,050 14,210 322 336 341 360 3.86

*ESC-H100/40C-2/12 2.35 1066.5 799,540 13,440 312 326 330 349 3.86

*ESC-H110/40A-2/12 2.35 1162.5 876,665 14,495 344 358 362 381 3.88

*ESC-H110/40B-2/12 2.35 1230.6 974,105 16,060 365 379 384 402 3.88

*ESC-H110/40C-2/12 2.35 1298.8 1,072,890 17,630 387 401 406 424 3.88

*ESC-H110/50A-2/12 2.55 1436.7 1,121,445 18,570 399 412 417 434 3.81

*ESC-H110/50B-2/12 2.55 1478.8 1,177,765 19,465 412 425 429 446 3.81

*ESC-H110/50C-2/12 2.55 1563 1,291,590 21,260 437 450 454 471 3.81

ESC-H50/20A-2/12 2.01 482 77,710 2,615 145 161 166 188 3.18

ESC-H50/20B-2/12 2.01 507.9 83,955 2,850 154 171 176 198 3.18

ESC-H50/20C-2/12 2.01 542 92,940 3,170 168 184 189 211 3.18

ESC-H60/30A-2/12 2.21 628.4 131,050 4,000 183 198 203 223 3.24

ESC-H60/30B-2/12 2.21 664.4 145,345 4,435 196 211 216 236 3.24

ESC-H60/30C-2/12 2.21 724.2 162,865 4,985 217 232 237 256 3.24

ESC-H70/30A-2/12 2.21 702.4 201,345 5,260 210 224 229 249 3.33

ESC-H70/30B-2/12 2.21 750.4 228,165 5,950 227 241 246 266 3.33

*ESC-H70/30C-2/12 2.21 784.4 249,525 6,755 239 253 258 278 3.49

*ESC-H85/40A-2/12 2.51 815.8 330,155 7,120 220 233 237 255 3.59

*ESC-H85/40B-2/12 2.51 853.4 359,210 7,760 232 245 249 257 3.59

*ESC-H85/40C-2/12 2.51 891 388,495 8,400 243 256 261 278 3.59

*ESC-H90/40A-2/12 2.45 968.7 433,445 9,140 271 284 289 306 3.56

*ESC-H90/40B-2/12 2.45 1003.4 462,435 9,745 282 295 299 317 3.56

*ESC-H90/40C-2/12 2.45 1038.1 491,675 10,345 292 306 310 328 3.56

*ESC-H100/40A-2/12 2.45 1066.5 761,820 12,805 299 312 317 335 3.69

*ESC-H100/40B-2/12 2.45 1043.1 786,655 13,455 300 311 314 328 3.69

*ESC-H100/40C-2/12 2.45 1066.5 761,820 12,805 299 312 317 335 3.69

*ESC-H110/40A-2/12 2.45 1162.5 835,805 13,820 330 343 347 365 3.71

*ESC-H110/40B-2/12 2.45 1230.6 929,280 15,320 350 364 368 386 3.71

*ESC-H110/40C-2/12 2.45 1298.8 1,024,045 16,825 371 385 389 407 3.71

*ESC-H110/50A-2/12 2.65 1436.7 1,074,445 17,790 384 397 401 417 3.66

*ESC-H110/50B-2/12 2.65 1478.8 1,128,645 18,655 396 409 413 429 3.66

*ESC-H110/50C-2/12 2.65 1563 1,238,190 20,380 420 433 437 453 3.66

Section

System

Width


SP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2 m2/m/m

SectionalArea

Moment ofInertia,Ix

SectionModulus,Zx

Section

System

Width


SP=60%H SP=75%H SP=80%H SP=100%

m cm2/m cm

4/m cm

3/m kg/m

2kg/m

2kg/m

2kg/m

2 m2/m/m

SectionalArea

Moment ofInertia,Ix

SectionModulus,Zx


10/10

1. Actual re-use will be de termined by pile len gth and d riving conditions.

2. For selection of correct equipme nt it is recommended to contact ESC or the pilingequipment supplier.

3. Angle re fers to deviation o ff straight driving line. Use corner p ile if requiredangle exceeds allowance.

4. H pile and sheet pile infill may be different lengths.

COMMENTS AND NOTES

ESC H PILE COMBI SHEET PILES

DESCRIPTION: The H PILE COMBI WALL is a heavy duty H kingpile interlocked with a light sheet pile infill. High strength wall suitable foruse as a foundation for axial loads. Nominal width 1700mm to 2650mm.

This pile is best suit ed f or Temporary Work s Permanent Work s

FIELDS OF APPLICATION

Cofferdams (land)Cofferdams (water)Low EmbankmentsDeep Excavation

Shallow ExcavationLight MarineHeavy MarineGround Water ControlAxial LoadingHigh C antilever Walls

4

Recom-mended

NotSuited

Suitable INSTALLATION PARAMETERSOptimal Soil Conditions

Soft / Loose Medium / Firm Hard / Dense

Recommended Installation Lengths

< 12.0m 12.0m - 24.0m > 24.0m

Recommended Re-use

1

Low (< 5) High (>10)Medium (5-10)

Installation Equipment 2

Vibrohammer Impact Hammer Drop Hammer

Maxim um internal corner angle :3 10

Maxim um external corner angle :3 10

INTERLOCK TYPE

BALL JOINT

DESIGN CODE EN 1993-5 : 2007

NOTES:

Coating area for both sides of piles measured per

linear metre of wall; For single side painting, divide

value by 2.

Sheet piles are commonly provided in Q235B,Q345B

and Q390B. For all other options available to you

please refer to Page 43 (Manufacturing Parameters in

the Steel Grade section).

Sheet pile specification sheets are to be used by

experienced designers. It is recommended that

users refer to ESC for free assistance in correct

sheet pile selection.

*Built up H Beam (welded)

ESC

H

PILE

COMBIW

ALLS

25

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