Meever & Meever • Rely On Us

Meever & Meever

RELY ON US WWW.MEEVER.NL

MEEVER Meever & USA Meever

About Meever & Meever

About Meever

Meever & Meever We are a worldwide operating company which is specialized in producing and delivery of steel products like; Sheet pile, Pipe pile, H-pile & Anchorage. We specialize in realizing complete foundation projects.

Our head office Meever & Meever is located in Meerkerk, Holland. We have several stock locations and sales offices in; Holland, Poland, Germany, Italy, Spain, UAE, Australia and the USA. Our mission Our main focus is to offer a total product package in the area of foundation, construction works and pipe lines. Meever & Meever supplies directly from stock or out of production with short delivery times.

Meever & Meever employs highly qualified people who can provide quick and dependable support for all your questions, quotations and purchase orders.

In conjunction with several welding and constructional engineering specialists we can deliver • Special structures and constructions • Coating and other product adjustments We work on long term relationships based on mutual respect and trust with our customers.

What we can offer you • Steel piling products • Competitive prices • Support & Project engineering • Short delivery times • Several stock locations • Flexibility & efficiency

1

Table of contents

Subject

Page number

About Meever

1

Table of content

2

Hot rolled sheet piles

Cold formed sheet piles

Z-type

3

Z-type

4

U-type

5

U-type & Flat-type

6

Intro & comparison

7

Pan-type

8

Pan-type & U-type

9

Z-type

10

Pipe piles & Micro piles

11

H-piles & Beams

12

Combined wall

Pipe pile & Sheet pile

13

H-pile & Sheet pile

14

Connectors

15

Anchoring

16

Services

Information center

Interlock sealing

17

Surface treatment

17

Product modification

17

Product design and engineering

17

Steel grades Conversion table

18 18

This brochure contains imperial product specifications.

You can use the conversion table on the last page of the brochure or visit our website for all metric properties.

2

MEEVER Meever & USA Meever

Hot rolled Z-type Section

Sec. Mod.

Mom. of In.

Width

Height

3

in /ft

in /ft

inch

inch

4

Thickness inch flange

Weight

Weight

Coating

web

lb/ft

lb/ft

ft2/ft2

2

EZ 12 -680

22,32

131,33

26,77

11,77

0,335

0,335

45,90

20,58

EZ 13 -680

24,18

142,28

26,77

11,81

0,374

0,374

50,00

22,41

1,22 1,22

EZ14 -680

25,95

153,23

26,77

11,85

0,413

0,413

54,10

24,23

1,22

EZ 17 -630

31,06

228,49

24,80

14,72

0,335

0,335

46,91

22,69

1,35

EZ 18 -630

33,57

247,11

24,80

14,76

0,374

0,374

51,07

24,72

1,35

EZ 19 -630

36,08

265,79

24,80

14,80

0,413

0,413

55,24

26,73

1,35

EZ 20 -630

37,24

275,14

24,80

14,82

0,433

0,433

57,32

27,75

1,35

EZ 24 -630

45,38

381,86

24,80

16,89

0,445

0,433

60,35

29,18

1,41 1,41

EZ 26 -630

48,36

408,22

24,80

16,93

0,484

0,472

64,78

31,35

EZ 28 -630

51,34

434,57

24,80

16,97

0,524

0,512

69,28

33,51

1,41

EZ 32 -630

59,80

550,57

24,80

18,46

0,571

0,449

70,22

33,98

1,47

EZ 34 -630

63,24

584,00

24,80

18,50

0,610

0,488

75,00

36,27

1,47

EZ 36 -630

66,77

617,43

24,80

18,54

0,650

0,528

86,42

38,56

1,47

EZ 40 -630

74,40

713,79

24,80

19,25

0,677

0,539

84,27

40,78

1,63

EZ 42 -630

78,12

758,98

24,80

19,29

0,717

0,579

89,17

43,15

1,63

EZ 44 -630

81,93

789,71

24,80

19,33

0,756

0,618

94,08

45,53

1,63

Section

Sec. Mod.

Mom. of In.

Width

Height

in3/ft

in4/ft

inch

inch

MZ 12 -700

22,41

137,82

27,56

12,36

MZ 13 -700

24,27

149,94

27,56

12,40

Thickness inch

Weight

Weight

Coating

web

lb/ft

lb/ft2

ft2/ft2

0,335

0,335

45,49

19,81

1,22

0,374

0,374

49,73

21,65

1,22

flange

MZ 14 -700

26,13

161,99

27,56

12,44

0,413

0,413

53,96

23,49

1,22

MZ 17 -700

32,18

264,48

27,56

16,54

0,335

0,335

49,12

21,39

1,33

MZ 18 -700

33,61

275,40

27,56

16,46

0,358

0,358

51,68

22,50

1,33

MZ 19 -700

34,78

287,47

27,56

16,57

0,374

0,374

53,76

23,41

1,33 1,33

MZ 20 -700

36,18

299,01

27,56

16,57

0,394

0,394

56,11

24,43

MZ 24 -700

45,20

407,49

27,56

18,07

0,441

0,441

64,31

28,00

1,38

MZ 26 -700

48,43

436,24

27,56

18,07

0,484

0,484

69,42

30,22

1,38

MZ 28 -700

51,34

464,43

27,56

18,15

0,520

0,520

73,92

32,18

1,38

MZ 36 -700

66,77

654,15

27,56

19,65

0,591

0,441

79,70

34,70

1,47

MZ 38 -700

70,59

692,33

27,56

19,69

0,630

0,480

84,94

36,98

1,47

MZ 40 -700

74,31

730,58

27,56

19,72

0,669

0,520

90,18

39,26

1,47

Section

Sec. Mod.

Mom. of In.

Width

Height

in3/ft

in4/ft

inch

inch

Thickness inch flange

Weight

Weight

Coating

web

lb/ft

lb/ft2

ft2/ft2 1,30

H 1707

32,27

265,98

27,56

16,54

0,343

0,335

49,19

21,42

H 1807

33,48

275,94

27,56

16,54

0,362

0,354

51,41

22,38

1,30

H 1907

34,69

285,90

27,56

16,54

0,382

0,374

53,56

23,33

1,30

H 2007

36,18

298,17

27,56

16,54

0,406

0,398

56,18

24,45

1,30

H 2407

45,57

386,90

27,56

17,32

0,433

0,433

64,31

28,00

1,38

H 2507

46,97

405,52

27,56

17,32

0,453

0,453

66,53

28,96

1,38 1,38

H 2607

48,36

417,56

27,56

17,32

0,472

0,472

68,75

29,94

H 2707

50,31

434,50

27,56

17,32

0,500

0,500

71,97

31,33

1,37

H 2807

51,43

444,06

27,56

17,32

0,516

0,516

73,72

32,09

1,37

H 3607

66,87

656,09

27,56

19,69

0,661

0,425

78,89

34,34

1,44

H 3707

68,73

674,52

27,56

19,69

0,685

0,449

81,72

35,57

1,44

H 3807

70,68

693,50

27,56

19,69

0,709

0,472

84,60

36,82

1,44

H 3907

73,01

715,40

27,56

19,69

0,736

0,500

87,90

38,26

1,44

H 4007

73,84

724,53

27,56

19,69

0,748

0,512

89,38

38,91

1,44

t

Steel grades: EN10248-1: S270GP, S355GP, S390GP, S430GP

s

ASTM A572: Gr. 42, 50, 55, 60, 65, A690 Coating: ft2 coating per ft2 wall, one side.

y

h

Excluding interieur of interlocks only use for estimating.

Production: In accordance with EN10248-2 or ASTM tolerances. w

3

w

y

Hot rolled Z-type Section

Sec. Mod.

Mom. of In.

Width

Height

in³/ft

in /ft

inch

inch

4

Thickness inch flange

web

Weight

Weight

Coating

lb/ft

lb/ft²

ft²/ft2

AZ 12

22,32

132,42

26,38

11,89

0,335

0,335

44,42

20,21

1,23

AZ 12-700

22,41

137,24

27,56

12,36

0,335

0,335

45,49

19,80

1,22

AZ 12-770

23,16

156,44

30,31

13,54

0,335

0,335

48,79

19,31

1,20

AZ 13

24,18

143,81

26,38

11,93

0,374

0,374

48,38

22,02

1,23

AZ 13-700

24,27

149,94

27,56

12,40

0,374

0,374

49,73

21,65

1,22

AZ 14

26,04

155,49

26,38

11,97

0,413

0,413

52,62

23,94

1,23

AZ 14-700

26,13

161,99

27,56

12,44

0,413

0,413

53,96

23,49

1,22

AZ 17

30,97

230,53

24,80

14,92

0,335

0,335

45,96

22,24

1,35

AZ 17-700

32,18

264,48

27,56

16,50

0,335

0,335

49,12

21,38

1,33

AZ 18

33,48

249,66

24,80

14,96

0,374

0,374

50,00

24,19

1,35 1,33

AZ 18-700

33,48

275,94

27,56

16,54

0,354

0,354

51,41

22,38

AZ 19

36,08

269,95

24,80

15,00

0,413

0,413

54,43

26,34

1,35

AZ 19-700

34,78

287,47

27,56

16,54

0,374

0,374

53,76

23,41

1,33 1,38

AZ 24-700

45,20

407,49

27,56

18,07

0,441

0,441

64,31

28,00

AZ 26

48,36

405,22

24,80

16,81

0,512

0,480

65,72

31,78

1,41

AZ 26-700

48,36

435,96

27,56

18,11

0,480

0,480

69,15

30,09

1,38

AZ 28

51,24

430,26

24,80

16,85

0,551

0,520

70,16

33,94

1,41

AZ 28-700

51,34

464,43

27,56

18,15

0,520

0,520

73,92

32,19

1,38

AZ 36-700

66,77

654,15

27,56

19,65

0,591

0,441

79,70

34,71

1,47

AZ 38-700

70,59

692,33

27,56

19,69

0,630

0,480

84,94

36,99

1,47

AZ 40-700

74,31

730,58

27,56

19,72

0,669

0,520

90,18

39,26

1,47

AZ 42-700

78,21

765,99

27,56

19,65

0,709

0,551

95,49

41,59

1,47

AZ 44-700

81,93

804,10

27,56

19,69

0,748

0,591

100,73

43,87

1,47

AZ 46-700

85,65

842,20

27,56

19,72

0,787

0,630

105,97

46,14

1,47

AZ 48

89,28

844,39

22,83

18,98

0,748

0,591

93,81

49,27

1,63

AZ 50

93,28

883,74

22,83

19,02

0,787

0,630

98,58

51,79

1,63

h

y

t

s

y

w

Section

PZC 13

w

Sec. Mod.

Mom. of In.

Width

Height

Weight

Weight

Coating

in³/ft

in4/ft

inch

inch

flange

Thickness inch web

lb/ft

lb/ft²

ft²/ft2

24,18

151,51

27,87

12,56

0,374

0,374

50,47

21,71

1,71

PZC 14

26,04

163,85

27,87

12,60

0,421

0,421

54,97

23,65

1,71

PZC 18

33,48

254,70

25,00

15,24

0,374

0,374

50,47

24,21

1,71

PZC 19

36,18

275,79

25,00

15,28

0,421

0,421

54,97

26,38

1,87

PZC 25

45,66

402,89

27,87

17,68

0,484

0,559

69,42

29,88

1,87 1,87

PZC 26

48,36

426,76

27,87

17,72

0,524

0,598

73,92

31,83

PZC 28

51,24

453,66

27,87

17,76

0,571

0,646

79,03

34,02

1,87

PZC 37

68,47

717,35

22,52

21,02

0,488

0,563

69,62

37,11

1,87

PZC 39

72,34

759,70

22,52

21,06

0,524

0,598

74,05

39,49

1,87

PZC 41

76,11

801,09

22,52

21,10

0,559

0,638

78,36

41,80

1,87

1,36

PZ 22

18,10

83,95

22,01

9,02

0,374

0,374

40,32

22,00

PZ 27

30,13

183,96

17,99

12,01

0,374

0,374

40,52

26,99

1,36

PZ 35

48,51

359,89

22,64

14,88

0,599

0,499

65,99

35,00

1,62

PZ 40

60,69

489,10

19,69

16,10

0,599

0,499

65,59

40,00

1,62

w

Steel grades: EN10248-1: S270GP, S355GP, S390GP, S430GP

Excluding interieur of interlocks only use for estimating.

h

Coating: ft2 coating per ft2 wall, one side.

h

ASTM A572: Gr. 42, 50, 55, 60, 65, A690

Production: In accordance with EN10248-2 or ASTM tolerances. w

4

MEEVER Meever & USA Meever

Hot rolled U-type Section

Sec. Mod.

Mom. of In.

Width

Height

in続/ft

4

Weight

Weight

Coating

in /ft

inch

inch

flange

web

lb/ft

lb/ft

ft2/ft2

L 600

9,49

27,92

23,62

5,91

L 600 K

10,04

29,57

23,62

5,91

0,374

0,374

37,90

19,25

1,13

0,394

0,394

39,92

20,28

L 601

13,86

84,10

23,62

1,13

12,20

0,295

0,252

31,45

15,97

L 602

15,44

93,95

1,23

23,62

12,20

0,323

0,315

35,88

18,23

1,23

L 603

22,32

L 603 K

23,06

135,78

23,62

12,20

0,382

0,323

43,55

22,12

1,30

140,31

23,62

12,20

0,394

0,354

45,76

23,24

L 603 10/10

1,30

23,44

142,57

23,62

12,20

0,394

0,394

46,77

23,76

1,30

L 604 n

29,76

221,92

23,62

14,96

0,394

0,354

49,59

25,19

1,41

L 605

37,57

309,67

23,62

16,54

0,492

0,354

56,11

28,51

1,45

L 605 K

37,76

311,20

23,62

16,54

0,480

0,394

58,26

29,59

1,45

L 606 n

46,50

396,94

23,62

17,13

0,567

0,362

63,30

32,15

1,46

L 628

51,71

462,67

23,62

17,95

0,642

0,386

66,73

33,89

1,52

L 607 n

59,52

527,94

23,62

17,80

0,748

0,417

76,61

38,91

1,47

L 703

22,51

176,66

27,56

15,75

0,374

0,315

45,36

19,74

1,26

L 703 K

24,18

189,44

27,56

15,75

0,394

0,354

48,45

21,09

1,26

L 703 10/10

24,92

195,64

27,56

15,75

0,394

0,394

50,80

22,12

1,26

L 716

29,76

256,96

27,56

17,32

0,402

0,374

54,10

23,55

1,34

L 720

37,20

328,50

29,53

17,72

0,472

0,394

64,78

26,32

1,33

L 430

119,97

1.765,14

27,87

29,53

0,472

0,472

55,78

48,03

1,98

Sec. Mod.

Mom. of In.

Width

Height

Weight

Weight

Coating

in続/ft

in4/ft

inch

inch

flange

web

lb/ft

lb/ft2

ft2/ft2

VL 601

13,84

83,92

23,62

12,20

0,295

0,252

31,11

15,81

1,23

VL 602 A

14,99

91,24

23,62

12,20

0,315

0,287

34,47

17,51

1,23

VL 602

15,66

95,24

23,62

12,20

0,331

0,299

36,49

18,23

1,23

VL 603 A

21,17

132,90

23,62

12,60

0,354

0,315

41,33

20,99

1,30

VL 603

22,32

140,15

23,62

12,60

0,378

0,323

43,14

21,91

1,30

VL 603 K

23,08

144,93

23,62

12,60

0,386

0,354

45,56

23,14

1,30

VL 603 10/10

24,18

152,79

23,62

12,68

0,394

0,394

48,45

24,62

1,30

VL 604

30,09

230,30

23,62

15,35

0,394

0,354

49,12

24,94

1,41

VL 605 A

33,87

279,17

23,62

16,54

0,421

0,354

51,41

26,11

1,45

VL 605

37,59

309,76

23,62

16,54

0,484

0,362

55,17

28,02

1,45

VL 605 K

38,46

317,08

23,62

16,54

0,488

0,394

57,59

29,25

1,45

VL 606 A

41,01

346,03

23,62

16,93

0,528

0,354

57,39

29,14

1,46

VL 606

46,54

392,63

23,62

16,93

0,622

0,366

63,10

32,05

1,46

M 22

40,92

288,35

19,69

14,37

0,583

0,374

49,73

37,89

1,40

M 32

59,63

561,69

19,69

18,90

0,827

0,472

70,29

42,84

1,65

SP II-W

18,60

94,90

23,62

10,24

0,406

0,406

41,53

21,09

1,23

SP III-W

33,48

236,52

23,62

14,17

0,528

0,528

54,84

27,85

1,30

SP-IV-W

50,22

413,91

23,62

16,54

0,709

0,709

90,92

36,25

1,41

Section

Thickness inch

Thickness inch

2

t

Steel grades: EN10248-1: S270GP, S355GP, S390GP, S430GP ASTM A572: Gr. 42, 50, 55, 60, 65, A690 h

Coating: ft2 coating per ft2 wall, one side.

Excluding interieur of interlocks only use for estimating.

Production: In accordance with EN10248-2 or ASTM tolerances.

5

w

w

v

Hot rolled U-type & Flat-type Section

Sec. Mod.

Mom. of In.

Width

Height

in /ft

in /ft

inch

inch

3

4

Thickness inch flange

web

Weight

Weight

Coating

lb/ft

lb/ft

ft2/ft2

2

EU 6

12,18

70,37

23,62

12,15

0,236

0,236

28,43

14,44

1,26

EU 7

13,76

83,99

23,62

12,24

0,283

0,272

31,99

16,24

1,26

EU 8 L

15,01

92,02

23,62

12,30

0,311

0,291

34,07

17,31

1,26

EU 8

15,53

95,48

23,62

12,32

0,323

0,299

34,94

17,76

1,26

EU 12 A

21,24

141,33

23,62

13,35

0,354

0,276

41,60

21,11

1,31

EU 12

22,32

148,92

23,62

13,39

0,374

0,323

43,08

21,87

1,31

EU 12 K

23,18

155,02

23,62

13,42

0,390

0,331

44,22

22,47

1,31

EU 16 A

29,09

233,67

23,62

16,11

0,406

0,339

47,31

24,02

1,41

EU 16

30,13

242,47

23,62

16,14

0,390

0,331

48,52

24,64

1,41

EU 18

33,70

282,58

23,62

16,82

0,429

0,331

50,74

25,76

1,43

EU 20

37,57

317,04

23,62

16,93

0,484

0,354

54,84

27,85

1,43

EU 25

46,50

401,50

23,62

17,32

0,602

0,374

62,90

31,95

1,46

EU 32

59,52

529,18

23,62

17,83

0,768

0,425

76,41

38,81

1,47

Sec. Mod.

Mom. of In.

Width

Height

Weight

Weight

Coating

in3/ft

in4/ft

inch

inch

flange

web

lb/ft

lb/ft2

ft2/ft2

13,80

83,92

23,62

12,17

0,295

0,256

31,38

15,93

1,23

Section

U 7N

Thickness inch

U 8S

15,72

95,45

23,62

12,17

0,323

0,315

36,49

18,53

1,23

U 12

21,95

133,23

23,62

12,17

0,382

0,331

43,55

22,12

1,30

U 16

30,13

224,30

23,62

14,96

0,413

0,354

49,80

25,29

1,41

U 17

31,06

262,44

23,62

16,93

0,402

0,331

48,79

24,78

1,

U 20

37,31

300,23

23,62

16,14

0,504

0,354

55,37

28,12

1,45

U 21

38,32

338,57

23,62

17,72

0,437

0,354

55,04

27,96

1,45

U 22

40,92

337,38

23,62

16,54

0,551

0,354

57,93

29,43

1,45

U 28

52,82

470,56

23,62

17,87

0,598

0,398

68,41

34,75

1,52

U 32

59,52

527,94

23,62

17,80

0,768

0,433

76,68

38,95

1,47

LU 16

29,76

239,81

29,53

16,18

0,453

0,366

57,99

23,57

1,27

LU 20

37,20

324,41

29,53

17,48

0,472

0,394

65,12

26,46

1,33

LU 25

46,50

410,55

29,53

17,72

0,571

0,402

74,19

30,15

1,36

Weight

Weight

Coating

lb/ft

lb/ft2

ft2/ft2

t

h

w

w

Flat-type Section

Sec. Mod.

Mom. of In.

Width

Height

in3/ft

in/4/ft

inch

inch

Thickness inch flange

web

FSP 9,5

0,86

1,23

19,69

3,46

0,374

0,374

42,87

26,21

1,09

FSP 11,0

0,91

1,36

19,69

3,46

0,433

0,433

47,44

28,88

1,09

FSP 12,0

0,95

1,43

19,69

3,46

0,472

0,472

49,93

30,52

1,09

FSP 12.5

0,95

1,47

19,69

3,46

0,492

0,492

51,27

31,33

1,09

FSP 12,7

0,95

1,49

19,69

3,46

0,500

0,500

51,81

31,54

1,09

Steel grades: EN10248-1: S270GP, S355GP, S390GP, S430GP ASTM A572: Gr. 42, 50, 55, 60, 65, A690 Coating: ft2 coating per ft2 wall, one side.

Excluding interieur of interlocks only use for estimating.

Production: In accordance with EN10248-2 or ASTM tolerances.

6

MEEVER Meever & USA Meever

Cold formed sheet piles Cold formed sheet piles are designed and produced according to the customers specific demands. The dimensions, weight and technical specifications of these sheet piles can match the exact specifications which are required in the building- and project plans.

We have cold formed sheet piles as Pan-type-, U-type- and Z-type in our delivery program. They are suitable in various constructions in thicknesses from 0,157 inch (light) up to 0,610 inch (heavy) in lengths up to 78 ft. or longer on request.

Advantages: • Less material = lower weight lb/ft²

• Suitable for smaller quantities

• Larger effective width = fewer interlock seals

• Short delivery times

• Less sheet piles per wall ft = Less handling

• Alternative to tropical hardwood or vinyl sheet piles

The IBO sheet piles are an European product. Some examples of our IBO sections are mentioned on the next page and the designs can be changed and optimized acc. to your specific requirements. We reach the required section modules (in3 /ft) and moment of inertia (in3 /ft) with less weight (lb/ft²). On small and big projects this will result in saving weight and money.

Below we show comparisons between hot rolled sheet piles and our IBO cold formed sheet piles in various thicknesses. All of them have equal or higher section modules and moment of inertia.

Example Sheet pile**

Meever Pan-type IBO - 16,20

0,197 inch

Larssen 601 (U-type)

Section modules 16,20 in³/ft IBO - 14,36

0,236 inch

Section modules 13,86 in³/ft

Section modules 14,36 in³/ft IBO - 15,49

0,276 inch

Section modules 15,49 in³/ft IBO - 18,10

0,236 inch

PZ 22 (Z-Type)

Section modules 18,10 in³/ft IBO - 17,39

0,276 inch

Section modules 18,10 in³/ft

Section modules 17,39 in³/ft IBO - 18,19

0,315 inch

Section modules 18,19 in³/ft IBO - 23,16

0,236 inch

AZ 12-700 (Z-type)

Section modules 23,16 in³/ft IBO - 23,62

0,276 inch

Section modules 22,41 in³/ft

Section modules 23,62 in³/ft IBO - 22,64

0,315 inch

Section modules 22,64 in³/ft IBO - 29,89

0,315 inch

Section modules 29,89 in³/ft

PZ 27 (Z-type) Section modules 30,13 in³/ft

IBO - 32,05

0,315 inch

PZC 18 (Z-type)

Section modules 32,05 in³/ft IBO - 33,57

0,315 inch

Section modules 33,57 in³/ft

H

Section modules 33,48 in³/ft

t w

7

Weight advantage -30,0%

-19,5%

-10,3%

-40,1%

-30,4%

-18,3%

-26,7%

-17,3%

-11,1%

-28,5%

-18,7%

-15,2%

Heavy Pan-type

Intermediate Pan-type

Light Pan-type

Cold formed Pan-type Section

Sec. Mod.

Mom. of In.

Width

Height

3

in /ft

4

Thickness inch

Weight

Weight

Coating

in /ft

inch

inch

flange

web

lb/ft

lb/ft

ft2/ft2

IBO - 3,33

3,33

6,05

31,57

3,54

IBO - 3,65

3,65

8,11

41,10

4,33

0,197

0,197

26,88

10,22

1,12

0,157

0,157

26,88

7,86

IBO - 3,89

3,89

35,99

46,06

1,10

9,61

0,157

0,157

32,26

8,40

1,20

IBO - 4,97

4,97

11,69

IBO - 7,72

7,72

25,09

49,41

4,72

0,197

0,197

33,60

9,79

1,12

48,82

6,50

0,236

0,236

48,38

11,90

IBO - 7,91

7,91

1,13

30,73

45,67

7,13

0,236

0,236

48,38

12,72

IBO - 7,94

1,18

7,94

24,93

46,69

5,91

0,276

0,276

56,45

14,52

1,12

IBO - 8,05

8,05

28,53

59,84

6,89

0,236

0,236

58,06

11,63

1,14

IBO - 8,07

8,07

41,24

65,39

9,84

0,157

0,157

43,01

7,91

1,14

IBO - 8,54

8,54

33,84

65,55

7,87

0,197

0,197

53,76

9,83

1,15

IBO - 8,57

8,57

35,08

58,11

8,07

0,197

0,197

48,38

9,99

1,15

IBO - 9,22

9,22

44,85

45,87

9,65

0,197

0,197

40,32

10,55

1,20

IBO - 9,23

9,23

51,57

65,79

8,86

0,276

0,276

75,26

13,72

1,14

IBO - 9,63

9,63

51,36

65,00

10,04

0,197

0,197

53,76

9,87

1,15

IBO - 10,06

10,06

43,98

59,45

8,66

0,236

0,236

58,06

11,71

1,13

IBO - 10,79

10,79

39,95

63,50

6,89

0,315

0,315

86,02

16,26

1,18

IBO - 11,29

11,29

57,60

58,07

10,04

0,236

0,236

58,06

12,00

1,15

IBO - 11,51

11,51

79,76

60,63

13,78

0,157

0,157

43,01

8,52

1,23

IBO - 11,53

11,53

68,23

64,68

11,81

0,197

0,197

53,76

9,97

1,16

IBO - 12,18

12,18

41,78

56,50

6,50

0,394

0,394

96,77

20,54

1,18

IBO - 12,61

12,61

4,95

61,10

12,80

0,197

0,197

53,76

10,55

1,22

IBO - 12,69

12,69

65,50

57,01

10,31

0,276

0,276

67,74

14,25

1,17

IBO - 12,82

12,82

69,63

56,81

10,83

0,236

0,236

58,06

12,27

1,18

IBO - 13,58

13,58

86,83

60,98

11,81

0,236

0,236

64,51

12,70

1,23

IBO - 13,63

13,63

71,08

63,98

10,24

0,276

0,276

75,26

14,11

1,17

IBO - 13,65

13,65

49,51

63,78

7,28

0,354

0,354

96,77

18,21

1,17

IBO - 14,36

14,36

95,24

54,13

12,60

0,236

0,236

58,06

12,86

1,24

IBO - 14,69

14,69

90,98

61,02

11,81

0,236

0,236

64,51

12,68

1,23

IBO - 15,29

15,29

109,12

50,43

13,19

0,236

0,236

58,06

13,80

1,33

IBO - 15,49

15,49

87,42

62,99

11,02

0,276

0,276

75,26

14,34

1,19

IBO - 15,77

15,77

96,98

62,99

11,42

0,315

0,315

86,02

16,38

1,19

IBO - 16,20

16,20

130,96

57,72

16,14

0,197

0,197

53,76

11,18

1,30

IBO - 16,33

16,33

95,02

54,13

11,42

0,315

0,315

77,41

17,16

1,24

2

IBO - 17,26

17,26

100,43

61,73

11,42

0,315

0,315

86,02

16,71

1,21

IBO - 17,39

17,39

107,55

59,06

11,81

0,276

0,276

75,26

15,30

1,27

IBO - 18,10

18,10

129,32

58,82

14,17

0,236

0,236

64,51

13,17

1,27

IBO - 18,19

18,19

116,82

51,73

11,81

0,315

0,315

77,41

17,96

1,29

IBO - 20,27

20,27

137,97

60,63

13,58

0,315

0,315

86,02

17,02

1,23

IBO - 22,64

22,64

144,64

58,62

12,80

0,315

0,315

86,02

17,61

1,28

IBO - 23,16

23,16

193,26

53,31

16,73

0,236

0,236

64,51

14,52

1,40

IBO - 23,25

23,25

163,54

55,63

13,19

0,315

0,315

86,02

18,55

1,34

IBO - 23,45

23,45

180,92

57,05

10,16

0,354

0,354

96,77

20,36

1,31

IBO - 23,62

23,62

185,86

55,12

15,75

0,276

0,276

75,26

16,38

1,36

IBO - 25,09

25,09

233,67

51,50

17,17

0,276

0,276

75,26

17,55

1,45

IBO - 26,84

26,84

207,39

55,94

14,96

0,354

0,354

96,77

20,75

1,34

IBO - 29,89

29,89

250,49

53,43

16,73

0,315

0,315

86,02

19,31

1,40

IBO - 31,04

31,04

230,53

34,88

14,41

0,394

0,394

80,64

27,77

1,58

IBO - 32,05

32,05

266,51

52,95

16,65

0,354

0,354

96,77

21,93

1,41

IBO - 33,57

33,57

297,63

50,31

17,72

0,315

0,315

86,02

20,52

1,49

IBO - 35,75

35,75

301,77

51,30

16,93

0,354

0,354

96,77

22,63

1,46

IBO - 39,56

39,56

388,02

47,91

19,69

0,354

0,354

96,77

24,23

1,56

IBO - 52,92

52,92

599,80

41,34

21,65

0,394

0,394

107,52

31,21

1,81

8

Cold formed Pan-type & U-type

Intermediate Pan-type

Light Pan-type

MEEVER Meever & USA Meever

Section

Sec. Mod.

Mom. of In.

Width

Height

in続/ft

in /ft

inch

inch

4

Thickness inch flange

web

Weight

Weight

Coating

lb/ft

lb/ft

ft2/ft2

2

SKL 9

2,55

4,50

21,65

3,54

0,157

0,157

15,52

8,60

1,17

SKL 10

2,88

5,09

21,65

3,54

0,177

0,177

17,40

9,63

1,17

SKL 12

3,53

6,22

21,65

3,54

0,217

0,217

21,10

11,67

1,17

SKS 11

6,34

18,67

21,65

5,91

0,197

0,197

25,69

11,26

1,28 1,28

SKS 13

6,98

20,48

21,65

5,91

0,217

0,217

28,22

12,29

SKS 14

8,05

23,78

21,65

5,91

0,250

0,250

32,58

14,19

1,28

SKS 16

8,89

26,25

21,65

5,91

0,276

0,276

35,61

15,57

1,28

Sec. Mod.

Mom. of In.

Width

Height

Weight

Weight

Coating

in続/ft

in4/ft

inch

inch

lb/ft

lb/ft2

ft2/ft2 1,19

Section

Thickness inch flange

web

MO-5,34

5,34

17,53

35,63

6,69

0,157

0,157

25,33

8,42

MO-6,10

6,10

17,64

27,56

5,79

0,197

0,197

25,94

11,30

1,24

MO-7,29

7,29

21,24

27,56

5,83

0,236

0,236

31,05

13,52

1,23

MO-8,31

8,31

24,71

27,56

5,87

0,276

0,276

35,75

15,56

1,21

MO-9,45

9,45

28,27

27,56

5,91

0,315

0,315

41,40

18,02

1,23

MO-11,38

11,38

56,77

36,26

10,00

0,236

0,236

39,85

13,19

1,23

MO-16,59

16,59

104,84

27,56

12,60

0,217

0,217

35,55

15,48

1,57

t h

w

Light/Intermediate Pan-type

U-type Section

Sec. Mod.

Mom. of In.

Width

Height

Weight

Weight

Coating

in続/ft

in4/ft

inch

inch

Thickness inch flange

web

lb/ft

lb/ft2

ft2/ft2

MU-9,49

9,49

27,92

23,62

5,91

0,374

0,374

37,90

19,25

1,07

MU-11,90

11,90

65,41

23,62

11,02

0,236

0,236

28,36

14,40

1,30

MU-13,86

13,86

92,45

23,62

13,39

0,236

0,236

31,05

15,77

1,44

MU-15,35

15,35

97,86

23,62

12,80

0,276

0,276

34,81

17,68

1,38

MU-17,58

17,58

110,38

29,53

12,60

0,276

0,276

40,25

16,36

1,29

MU-22,51

22,51

194,33

27,56

17,32

0,295

0,295

45,43

19,78

1,47

MU-24,18

24,18

208,78

27,56

17,32

0,315

0,315

48,45

21,09

1,47

t

Steel grades: EN 10249-1: S235GP, S355GP, S390GP

h

ASTM A572: Gr. 42, 50, 55, 60 Coating: ft2 coating per ft2 wall, one side.

y

y

Excluding interieur of interlocks only use for estimating.

Production: In accordance with EN 10249-2 or ASTM tolerances.

9

w

w

y

Heavy

Light/Intermediate Z-type

Heavy

Intermediate

Light

Cold formed Z-type Section

Sec. Mod.

Mom. of In.

Width

Height

in³/ft

4

Weight

Weight

Coating

in /ft

inch

inch

flange

web

lb/ft

lb/ft²

ft²/ft2

IBZ 5-850

9,43

50,33

33,46

11,02

IBZ 4-750

9,50

47,71

29,53

9,61

0,197

0,197

27,62

9,91

1,09

0,157

0,157

25,13

10,22

1,43

IBZ 5-725

11,51

67,28

28,54

IBZ 6-800

11,87

69,39

31,50

11,81

0,197

0,197

25,33

10,65

1,16

11,81

0,236

0,236

32,59

12,70

1,14

IBZ 5-850

12,20

81,47

IBZ 6-850

13,28

87,85

33,46

13,39

0,197

0,197

28,76

10,32

1,14

33,46

13,39

0,236

0,236

34,47

12,41

IBZ 6-725

13,58

1,14

78,31

28,54

11,81

0,236

0,236

30,24

12,37

IBZ 7-725

1,16

15,74

84,24

28,54

10,67

0,276

0,276

34,94

14,68

1,14

IBZ 5-850

16,09

139,09

33,46

17,32

0,197

0,197

30,17

10,81

1,20

IBZ 5-700

18,28

125,62

27,56

13,78

0,197

0,197

28,22

12,29

1,36

IBZ 5-625

18,25

148,69

24,61

16,54

0,197

0,197

26,61

12,02

1,42

IBZ 6-700

21,80

150,15

27,56

13,82

0,236

0,236

30,71

13,37

1,22

IBZ 9-850

22,39

153,84

33,46

13,78

0,354

0,354

53,63

19,23

1,19

IBZ 7-850

22,41

179,95

33,46

16,54

0,276

0,276

43,01

15,42

1,23

IBZ 8-850

22,45

167,45

33,46

14,96

0,315

0,315

47,98

17,20

1,19

IBZ 7-800

22,79

187,43

31,50

16,54

0,276

0,276

41,53

15,83

1,25

IBZ 9-800

23,32

160,32

31,50

13,78

0,354

0,354

51,68

19,66

1,21

IBZ 8-850

23,81

164,97

33,46

13,90

0,315

0,315

50,27

18,02

1,26

IBZ 6-700

24,72

260,63

27,56

18,90

0,236

0,236

33,60

14,54

1,35

IBZ 7-725

25,50

219,78

28,54

17,32

0,276

0,276

39,98

16,79

1,33

IBZ 9-725

25,71

182,33

28,54

14,17

0,354

0,354

49,26

20,71

1,27

IBZ 8-725

25,87

203,08

28,54

15,75

0,315

0,315

44,69

18,66

1,30

IBZ 7-700

29,11

273,55

27,56

18,90

0,276

0,276

41,13

17,90

1,42

IBZ 8-700

29,35

270,95

27,56

18,50

0,315

0,315

48,99

20,21

1,48

IBZ 8-700

30,89

253,35

27,56

16,46

0,315

0,315

46,44

18,78

1,40

IBZ 9-700

33,48

278,57

27,56

16,93

0,354

0,354

50,87

22,12

1,36

IBZ 10-850

37,20

342,09

33,46

18,50

0,394

0,394

64,51

23,12

1,29

IBZ 10-800

45,57

470,10

31,50

20,87

0,394

0,394

65,18

24,84

1,39

IBZ 10-725

52,08

554,54

28,54

21,65

0,394

0,394

63,77

26,81

1,50

IBZ 11-700

53,03

469,80

27,56

17,76

0,453

0,453

72,44

31,54

1,53

IBZ 10-700

56,73

645,67

27,56

22,83

0,394

0,394

64,51

28,08

1,57

IBZ 48-580

89,47

1.000,72

22,83

22,44

0,610

0,610

93,81

49,30

1,77

Sec. Mod.

Mom. of In.

Width

Height

Weight

Weight

Coating

in³/ft

in4/ft

inch

inch

flange

web

lb/ft

lb/ft²

ft²/ft2

SCZ 14

14,36

71,82

28,50

10,00

0,250

0,250

33,81

14,23

1,28

SCZ 16

15,75

78,73

28,50

10,00

0,276

0,276

37,37

15,73

1,28

SCZ 17N

16,87

84,35

28,50

10,00

0,295

0,295

40,03

16,86

1,28

SCZ 18N

18,10

90,48

28,50

10,00

0,317

0,317

42,94

18,08

1,28

SCZ 21N

21,43

107,13

28,50

10,00

0,375

0,375

50,84

21,41

1,28

SKZ 20

31,69

253,51

28,50

16,00

0,315

0,315

48,24

20,31

1,60

SKZ 22

33,43

267,40

28,50

16,00

0,335

0,335

51,30

21,60

1,60

SKZ 23

35,61

284,90

28,50

16,00

0,354

0,354

54,20

22,82

1,60

SKZ 24

37,73

301,80

28,50

16,00

0,375

0,375

57,43

24,18

1,60

SKZ 25

40,14

321,12

28,50

16,00

0,399

0,399

61,10

25,73

1,60

SKZ 31

51,56

464,05

28,50

18,00

0,450

0,450

73,82

31,08

1,70

SKZ 33

54,89

494,03

28,50

18,00

0,475

0,475

77,64

32,69

1,70

SKZ 34

57,62

518,62

28,50

18,00

0,500

0,500

81,42

34,28

1,70

SKZ 36

60,71

546,43

28,50

18,00

0,535

0,535

86,81

36,55

1,70

SKZ 38

62,32

560,85

28,50

18,00

0,550

0,550

88,95

37,45

1,70

Section

Thickness inch

Thickness inch

10

MEEVER Meever & USA Meever

Pipe piles & Micro piles

Pipe piles Pipe piles are applied in various constructions. Some examples: they can be used as foundation piles to support bridges, buildings or other structures onshore and offshore, as a pipe line to transport fluids in or as pipe anchor. We can deliver in various thicknesses, diameters and steel grades. On request we apply coating, weld on interlocks (for combined walls) or modify the pipes to your specific requirements.

Outside Diameter

Thickness

Section modules

Moment of inertia

Weight

Surface Area

inch

inch

inch /ft

inch /ft

lbs/ft

ft2/ft

3

4

10,750

0,219

5,69

30,50

24,65

2,81

14,000

0,250

11,12

77,57

36,75

3,66

16,000

0,375

21,43

170,87

62,64

4,19

18,000

0,438

31,56

283,25

82,23

4,71

20,000

0,500

44,40

442,66

104,23

5,23

24,000

0,500

64,75

774,62

125,61

6,28

30,400

0,500

105,24

1594,22

159,82

7,95

30,400

0,625

129,88

1967,61

198,93

7,75

36,000

0,625

183,99

3301,36

236,35

9,42

36,000

0,750

218,55

3921,50

282,62

9,42

40,200

0,750

274,26

5495,07

316,29

10,52

40,200

0,900

325,43

6520,20

378,11

10,52

Pipe Weight Calculation LB / FT = (OD-WT) * WT (*10,69)

Micro piles (treaded casings) Micro piles are treaded small diameter pipe piles. They are also known as treaded casings or mini piles. Because of the short length and the treading they are suitable for foundation constructions with limited access. Micro piles can also be installed by drilling them into the ground instead of vibrating to protect surrounding structures. With a drill bit connected on the end of a micro pile they also used for anchoring purposes: as a casing to install GTB bar anchors or as Screw injection pile with a drill head at the top that enables adding grout cement.

Below you can find some examples of the available micro piles.

Outside Diameter

11

Thickness

Section modules

Moment of inertia

Weight

Area of Casing

Surface

inch

inch

inch3/ft

inch4/ft

lbs/ft

inch2

ft2/ft

5,500

0,415

7,84

21,57

22,56

6,63

1,44

5,500

0,500

9,01

24,79

26,73

7,85

1,44

7,000

0,408

13,16

46,07

28,75

8,45

1,83

7,000

0,453

14,33

50,16

31,70

9,32

1,83

7,625

0,430

16,56

63,12

33,07

9,72

2,00

7,625

0,500

18,72

71,37

38,08

11,19

2,00

9,625

0,545

33,41

160,8

52,90

15,55

2,52

10,750

0,500

39,43

211,95

54,79

16,1

2,81

11,875

0,582

55,59

330,04

70,26

20,65

3,11

13,375

0,480

60,52

404,73

66,17

19,45

3,50

H-piles & Beams

Because of the mechanical properties H-piles often are driven in the ground for deep foundation applications or in the construction of buildings and bridges. H-piles can also be used in combination with sheet piles to achieve a much more stiffness and bending resistance in retaining walls and structures.

Mom. Of In. in4/ft

Sec. Mod. in3/ft

Coating

Section

Depth (d)

Width (w)

Thickness

Thickness

Weight

inch

flange/in

web/in

flange/in

lb/ft

x-x

y-y

x-x

y-y

ft²/ft

HP 8*36

8,020

8,155

0,445

0,445

36,0

29,8

9,88

119,00

40,3

3,89

HP 10*42

9,700

10,075

0,415

0,420

42,0

43,4

14,20

210,00

71,7

4,82

HP 10*57

9,990

10,225

0,565

0,565

57,0

58,8

19,70

294,00

101,0

4,89

HP 12*53

11,780

12,045

0,435

0,435

53,0

66,8

21,10

393,00

127,0

5,81

HP 12*63

11,940

12,125

0,515

0,515

63,0

79,1

25,30

472,00

153,0

5,85

HP 12*74

12,130

12,215

0,605

0,610

74,0

93,8

30,40

569,00

186,0

5,89

HP 12*84

12,280

12,295

0,685

0,685

84,0

106,0

34,60

650,00

213,0

5,93

HP 14*73

13,610

14,585

0,505

0,505

73,0

107,0

35,80

729,00

261,0

6,95

HP 14*89

13,830

14,695

0,615

0,615

89,0

131,0

44,30

904,00

326,0

7,00

HP 14*102

14,010

14,785

0,705

0,705

102,0

150,0

51,40

1050,00

380,0

7,05

HP 14*117

14,210

14,885

0,805

0,805

117,0

172,0

59,50

1220,00

443,0

7,10

HP 16*121

15,800

15,900

0,750

0,750

121,0

201,0

63,40

1590,00

504,0

7,62

HP 16*183

16,500

16,300

1,000

1,000

183,0

304,0

100,00

2510,00

818,0

7,81

HP 18*157

17,700

17,900

0,870

0,870

157,0

290,0

93,10

2570,00

833,0

8,60

Y

d

X

X

tw tf

Y wf

12

MEEVER Meever & USA Meever

Combined wall: Pipe pile & Sheet pile For more stiffness and bending resistance pipe piles and sheet piles are used in conjunction with each other. Pipes piles get interlocks welded on 2 sides to connect with the sheet piles which are placed in between the pipe piles. Below some optional combinations with pipes and sheet piles. Other combinations are also available.

Combination

Pipe Ø

Pipe thickness

Sheet pile

Sec. Mod.

Mom. of In.

Width

example *

inch

inch

double

in3/ft

in4/ft

inch

100%

** Weight lb/ft² 80%

60%

P 24 / EZ 14

24

0,475

EZ 14 -680

39

465

80

34,9

31,5

28,1

P 30 / EZ 14

30

0,550

EZ 14 -680

58

862

86

40,0

36,8

33,7

P 36 / EZ 14

36

0,630

EZ 14 -680

84

1.508

92

45,8

42,9

39,9

P 42 / EZ 14

42

0,700

EZ 14 -680

117

2.446

98

51,7

48,9

46,2

P 24 / EZ 18

24

0,475

EZ 18 -630

45

542

76

35,8

32,4

29,0

P 30 / EZ 18

30

0,550

EZ 18 -630

64

953

82

41,0

37,9

34,8

P 36 / EZ 18

36

0,630

EZ 18 -630

90

1.621

88

47,0

44,1

41,2

P 42 / EZ 18

42

0,700

EZ 18 -630

124

2.591

94

53,1

50,4

47,6

P 24 / EZ 26

24

0,475

EZ 26 -630

54

647

76

40,1

35,8

31,6

P 30 / EZ 26

30

0,550

EZ 26 -630

70

1.050

82

45,0

41,1

37,2

P 36 / EZ 26

36

0,630

EZ 26 -630

95

1.711

88

50,8

47,1

43,4

P 42 / EZ 26

42

0,700

EZ 26 -630

128

2.676

94

56,6

53,2

49,7

P 30 / EZ 36

30

0,550

EZ 36 -630

79

1.176

82

49,4

44,6

39,8

P 36 / EZ 36

36

0,630

EZ 36 -630

102

1.829

88

54,8

50,3

45,9

P 42 / EZ 36

42

0,700

EZ 36 -630

133

2.786

94

60,4

56,2

52,0

P 48 / EZ 36

48

0,800

EZ 36 -630

178

4.254

100

68,1

64,1

60,2

** % of sheet pile length to pipe length

Combined wall with pipes and Z-Section with Connector LPB 100

Combination

Pipe Ø

Pipe thickness

Sheet pile

Sec. Mod.

Mom. of In.

Width

example *

inch

inch

triple

3

in /ft

4

** Weight lb/ft²

in /ft

inch

100%

80%

60%

P 24 / L 603

24

0,312

L 603

33

390

98

31,5

28,1

24,8

P 30 / L 603

30

0,375

L 603

48

722

104

35,9

32,8

29,6

P 36 / L 603

36

0,500

L 603

71

1.273

110

41,0

38,1

35,1

P 42 / L 603

42

0,625

L 603

99

2.083

116

46,3

43,5

40,7

P 24 / L 605

24

0,375

L 605

42

506

98

36,1

31,8

27,6

P 30 / L 605

30

0,380

L 605

56

835

104

40,3

36,2

32,2

P 36 / L 605

36

0,500

L 605

77

1.379

110

45,2

41,3

37,5

P 42 / L 605

42

0,750

L 605

104

2.184

116

50,2

46,6

43,0

P 30 / L 607n

30

0,438

L 607n

65

970

104

47,4

42,0

36,5

P 36 / L 607n

36

0,500

L 607n

84

1.508

110

51,9

46,7

41,6

P 42 / L 607n

42

0,625

L 607n

110

2.306

116

56,6

51,7

46,8

P 48 / L 607n

48

0,800

L 607n

148

3.540

122

63,1

58,5

53,8

% of sheet pile length to pipe length

Combined Wall with pipes and Larssen U-section Connector L8

13

Combined wall: H-Pile & Sheet pile H-piles are also used in conjunction with sheet piles to achieve more stiffness and bending resistance.

H-piles piles get interlocks welded on 2 sides of the flange to connect with the sheet piles. Below some optional combinations with H-piles and sheet piles. Other combinations are also available.

Combination

H-pile

example *

Sheet pile

Sec. Mod.

Mom. of In.

Width

double

in³/ft

in/4/ft

inch

100%

Weight lb/ft² 80%

60%

H-EZ14 36x135

W 36 x 12 x 135

EZ 14-680

80,91

1.729,74

69,05

35,48

31,04

26,60

H-EZ14 40x167

W 40 x 12 x 167

EZ 14-680

108,31

2.442,00

68,90

38,85

34,40

29,95

H-EZ14 40x277

W 40 x 16 x 277

EZ 14-680

179,12

4.030,27

72,91

41,51

37,31

33,10

H-EZ14 40x372

W 40 x 16 x 372

EZ 14-680

237,73

531,03

73,15

49,34

45,15

40,96

H-EZ18 36x135

W 36 x 12 x 135

EZ 18 -630

88,70

1.896,57

65,12

36,51

32,02

27,54

H-EZ18 40x167

W 40 x 12 x 167

EZ 18 -630

117,65

2.652,40

64,96

40,09

35,59

31,09

H-EZ18 40x277

W 40 x 16 x 277

EZ 18 -630

191,95

4.319,08

68,98

42,83

38,59

34,36

H-EZ18 40x372

W 40 x 16 x 372

EZ 18 -630

253,89

5.670,21

69,21

51,09

46,87

42,65

H-EZ26 36x135

W 36 x 12 x 135

EZ 26 -630

94,45

2.019,30

65,12

41,56

36,07

30,57

H-EZ26 40x167

W 40 x 12 x 167

EZ 26 -630

123,09

2.775,43

64,96

45,15

39,64

34,14

H-EZ26 40x277

W 40 x 16 x 277

EZ 26 -630

197,10

4.434,95

68,98

47,60

42,41

37,22

H-EZ26 40x372

W 40 x 16 x 372

EZ 26 -630

259,06

5.785,68

69,21

55,85

50,68

45,51

H-EZ36 36x136

W 36 x 12 x 135

EZ 36 -630

101,89

2.178,68

65,12

49,53

42,44

35,35

H-EZ36 40x167

W 40 x 12 x 167

EZ 36 -630

130,18

2.935,20

64,96

53,14

46,03

38,93

H-EZ36 40x277

W 40 x 16 x 277

EZ 36 -630

203,80

4.585,41

68,98

55,12

48,43

41,74

H-EZ36 40x372

W 40 x 16 x 372

EZ 36 -630

265,78

5.935,63

69,21

63,35

56,68

50,01

% of sheet pile length to H-pile length

Connector LPB 180

Combination

H-pile

example * H-U603 36x135

W 36 x 12 x 135

Sheet pile

Sec. Mod.

Mom. of In.

triple VL 603

Width

Weight lb/ft²

in³/ft

4

in/ /ft

inch

100%

80%

60%

65,19

1.394,11

86,38

31,31

27,17

23,03

H-U603 40x167

W 40 x 12 x 167

VL 603

87,05

1.962,66

86,22

34,00

29,85

25,70

H-U603 40x277

W 40 x 16 x 277

VL 603

145,21

3.267,36

90,24

36,36

32,40

28,44

H-U603 40x372

W 40 x 16 x 372

VL 603

192,70

4.303,74

90,47

42,70

38,75

34,80

H-U605 36x135

W 36 x 12 x 135

VL 605

71,20

1.522,47

86,38

36,73

31,50

26,28

H-U605 40x167

W 40 x 12 x 167

VL 605

92,74

2.091,25

86,22

39,63

34,19

28,96

H-U605 40x277

W 40 x 16 x 277

VL 605

150,68

3.390,23

90,24

41,55

36,55

31,55

H-U605 40x372

W 40 x 16 x 372

VL 605

198,18

4.426,28

90,47

47,87

42,89

37,90

H-U607 36x135

W 36 x 12 x 135

L 607n

78,81

1.685,13

86,38

45,21

38,29

31,37

H-U607 40x167

W 40 x 12 x 167

L 607n

99,98

2.254,22

86,22

47,92

40,99

34,06

H-U607 40x277

W 40 x 16 x 277

L 607n

157,60

3.545,94

90,24

49,67

43,04

36,42

H-U607 40x372

W 40 x 16 x 372

L 607n

205,14

4.581,59

90,47

55,98

49,37

42,76

% of sheet pile length to H-pile length

Connector LPB 180

14

~ 38 mm ~ 1.5” Larssen U-Bohlen Eckausbildung mit LV20n Larssen U sheet pile corner construction with LV20n

Connectors

MEEVER Meever & USA Meever

~120 mm ~ 4.72”

Tel.: +49-89-74 120 Fax: +49-89-74 120 Larssen Z-Bohlen (AZ, Hoesch) Eckausbildung mit LV-Omega Email: info@steelwa

Larssen U-Bohlen Eckausbildung mit LV-Omega

30 - 150°

Larssen Z sheet pile (AZ, Hoesch) corner construction with LVLarssen U sheet pile corner construction with LV-Omega For almost ~61 mm every corner connection we have a solution to fit your needs. Meever is always happy to advise on ~2.4”

tailor-made solutions and/or connections between different types of sheet piling sections.

If you don’t have the L8 time or ability to weld the corner sections to your piles yourself, why not leave that to us?

0 mm 0.00”

~ 42 mm ~ 1.65"

Larssen Z-Bohlen (AZ, Hoesch) Eckausbildung LV20n Larssenmit / ZLV20n Larssen Z sheet pile (AZ, Hoesch) corner construction with LV20n

AZ Profil 18-700 (ARCELOR) Höhe 420 mm

NU

BSITE: r AZ / Larssen

LV-Omega / Z ISH GmbH Tel.: +49-89-74 120 122Larssen SteelWall Fax: +49-89-74 120 128 Email: info@steelwall.eu LT

LT

LT

Larssen / ZLT

Tassilostr. 21 82166 Gräfelfing / Germany

~60 mm ~ 2.36”

~ 46,4 mm ~60 ~ mm 1.83" ~ 2.36”

LT ~35°

30 - 150°

~60 mm ~ 2.36”

~10°

~ 78 mm ~ 3.01”

~59 mm ~2.32”

~35°

70°- 190°

90° ~135°

Spundwand mit Larssen U-Bohlen und LT Larssen ULTsheet pile wall + Larssen Z with LT LT + Larssen U

~225°

NEUE VERSION 30. Okt 2013 oT> umbenannt am 05.10.11 Tel.: +49-89-74 120 122 SteelWall ISH GmbH Fax: +49-89-74 120 128 Tassilostr.

21/ Z LPB 180 Larssen LPB 100 h „LT“ Tel.: +49-89-74 120 122 SteelWall ISH GmbH Schlossprofil LV20n Email: info@steelwall.eu 82166 Gräfelfing / Germany 0 mm 0.00”

Tel.: +49-89-74 120 1 Fax: +49-89-74 120 1 Email: info@steelwall

Larssen U-Bohlen T-Konstruktion mit LT Larssen U sheet piles T construction with LT

LPB100

Larssen / Z Steel wall connector LV20n LPB180

Fax: +49-89-74 120 128 Tassilostr. 21 Email: info@steelwall.eu Anwendung 82166 Gräfelfing / Germany afik: Larssen U-Bohlen T-Kontruktion mit LT / Larrsen U sheet piles T construction with LT LPB100 Erstellen von Eckverbindungen von ca. 30 bisLPB100 ca. 150° mit Larssen U- oder nsatzgebiet: T-Profil für Larssen U- oder Z-Bohlen (AZ, Hoesch) / T connector for........ r Einzelrammung nicht geeignet!

LPB180 Z-Bohlen (AZ, Hoesch) t suitable for single drive! ~109,2 mm ~ 12 mm ~ 0.48”

~60 mm ~ 2.36”

~10°

~35°

70°- 190°

~ 97 mm ~ 3.82”

Rohrspundwand mit L8 Pipe pile wall with L8

~10°

~10°

~35°

L8

Larssen / Z Larssen U-Bohlen Eckausbi LV22 Larssen sheet piles corne Rohrkombispundwand mit Larssen U-Bohlen undUL8 Pipe piles / Larssen U sheet piles combined wall with L8

Application ~ 51 mm Constructing corners with a swivel range from approx. 30° to approx.

150° with Larssen U ~ 2.00” or Z sheet piles (AZ, Hoesch)

~ 4.3”

~ 25° Properties Larssen Z-Bohlen (AZ, Hoesch) T-Konstruktion mit LT ~180 mm ~ 34 mm Larssen Z sheet piles (AZ, Hoesch) T construction with LT Steel grade: S355 S355 Schlossprofil LV-Omega Steel wall connector~LV-Omega 7.09” ~ ~ 1.34” ~ 58,8 mm Length: 10 20 m (32.8 65.6 ft) Length tolerance +/200 mm (7.87”) Herstellungslänge: 10 20 m, Längentoleranz +/200 mm ~69,4 mm ~100 mm ~ 2.31” ~ 90 mm ~ 2.7” ~ 3.93” ~ 32° Steel thickness: 8 mm (0.32") Stahldicke: 8 mm ~ 3.54” Anwendungen Applications ~13.8 kg/m lbs/ft) Gewicht: ~13,8 kg/m Erstellen von Omega-EckverbindungenWeight: mit Larssen U- oder Z-Bohlen (AZ,(9.3 Hoesch) Constructing Omega corners with Larssen U or Z sheet piles Max.U-Bohlen tensile strength: ~600 kN/m Zugbelastung: ~600 kN/m | welded LPB180-T verschweißt LPB180-Omega verschw. |Max. welded LPB180-OT Erstellen von Jaggedverschweißt U-Walls mit| welded Larssen Constructing jagged U-walls with Larssen U sheet piles Single drive: No Einzelrammung: Nein ~Eigenschaften 34 mm ~ 12 mm ~ 1.34” Stahlgüte:

Spundwand mit Larssen Z-Bohlen (AZ, Hoesch) und LT~ 0.47” Larssen Z (AZ, Hoesch) sheet pile wall with LT

LPB180-90° verschweißt | welded

Rohrspundwand ~ 90 mm mit LPB100 ~ 3.54” Pipe pile wall with LPB100

~ 90 mm ~ 3.54”

~180 mm ~ 7.09”

~180 mm

~ 7.09” Eigenschaften Properties Rohrkombispundwand mit Larssen Z-Bohlen (AZ, Hoesch) und L8 ~ 34 mm Pipe piles / Larssen Z sheet piles (AZ, Hoesch) combined wall with L Stahlgüte: S355 Steel grade: S355 ~ 1.34” Rohrkombispundwand mit Larssen U-Bohlen und LV22 All figures are approximations and may vary. STEELWALL connectors are subject to technical modifications.

Alle Zahlenangaben sind Zirka-Werte und können abweichen. Technische Änderungen sind vorbehalten.

Herstellungslänge: 10 - 20 m, Längentoleranz +/- 200 mm Length: 10 -20 m (32.8 - 65.6 ft), Length to Pipe piles / Larssen U sheet piles combined wall with LV22 STEELWALL connectors are produced at DIN EN ISO 9001 certified production companies.

STEELWALL STEELWALL-Profile werden in nach DIN EN ISO 9001 zertifizierten Produktionsstätten hergestellt.

STEELWALLLarssen / Z Larssen / Z Larssen / Z 8 mm (0.32") E-21 E-20 LV22 Stahldicke: 8 mm Steel thickness: ~ 90 ~ 90 mmto eurocode 10248/10249 as a rule. connectors correspond Profile entsprechen i.d.R. der EN 10248/10249 und der Bauregelliste A,mm Teil 1. ~ 3.54” ~ 3.54” Gewicht: ~14 kg/m Weight: ~14 kg/m (9.4 lbs/ft) ~ 65° Max. Zugbelastung: ~600 kN/m~ 25 Max. tensile strength: ~600 kN/m Stand / Issue date: 29. Nov. 2013 · © Copyright

by SteelWall ISH GmbH steelwall.eu Schlossprofil LT Steel wall connector LT Einzelrammung: Nein No T-Profil für Larssen U- oder Z-Bohlen (AZ, Hoesch) T-connector for Larssen U or Z sheet ~ piles Hoesch)Single drive: 34(AZ, mm

Sehr stabile Eck- und T-Konstruktionen speziell für schwierige Böden. Für Einzelrammung geeignet. | Heavy duty corner and TAnwendungen piles especially for difficult driving conditions. Suitable for single drive.

~ 1.34”

SteelWall GmbH Erstellen vonISH T-Verbindungen oder 90° Eckverbindungen Constructing T connections or 90° corner connections CF-Junction All figures are approximations and may vary. STEELWALL connectors are Alle Änderungen sind vorbehalten.

Tassilostr.

21Zahlenangaben sind Zirka-Werte und können abweichen. TechnischeProperties Eigenschaften STEELWALL connectors STEELWALL-Profile werden in nach DIN EN ISO 9001 zertifizierten Produktionsstätten hergestellt. STEELWALL~ 65° are produced at DIN EN ISO 9001 certified produc Stahlgüte: S355 Steel grade: S355 connectors correspond to eurocode 10248/10249 as a rule.

Profile entsprechen i.d.R. der EN 10248/10249 und der Bauregelliste A, Teil 1.

82166Herstellungslänge: Gräfelfing / Germany auf Anfrage, Längentoleranz +/- 200 mm Length: as requested, Length tolerance +/- 200 mm (7.87”) ~ 25

Applications

~ 40

~ 22

Tel.: +49-89-74 120 122 Anwendungen mit Larssen U-Bohlen | Applications with Larssen U sheet piles Fax: +49-89-74 120 128 Rohrkombispundwand mit Larssen Z-Bohlen (AZ,info@steelwall.eu Hoesch) und LPB100 Email: Pipe piles / Larssen Z sheet piles (AZ, Hoesch) combined wall with LPB100

Wandstärke: Gewicht:

8 mm ~17,6 kg/m

Thickness: Weight:

8 mm (0.32") ~17.6 kg/m (11.8 lbs/ft)

PZC 18 Länge von Anker zu Anker 635 mm

Stand / Issue date: 29. Nov. 2013 · © Copyright by SteelWall ISH GmbH

~ 23 CF-Junction + SKZ 24

CF-Junction

L AKTUELL

CF90-2J (geschweißt/welded)

~ 68 mm Schlossprofil L8 ~ 2.68"

All figures are approximations and may vary. STEELWALL connectors are subject to technical modifications.

STEELWALL connectors are produced at DIN EN ISO 9001 certified production companies. STEELWALL connectors correspond to eurocode 10248/10249 as a rule.

Alle Zahlenangaben sind Zirka-Werte und können abweichen. Technische Änderungen sind vorbehalten.

STEELWALL-Profile werden in nach DIN EN ISO 9001 zertifizierten Produktionsstätten hergestellt. STEELWALLProfile entsprechen i.d.R. der EN 10248/10249 und der Bauregelliste A, Teil 1.

Tel.: +49-89-74 120 122

CF

Stand / Issue date: 20. Aug. 2013 · ©Fax: Copyright

by SteelWall ISH 128 GmbH +49-89-74 120 Cold rolled PZ-bone

Email: info@steelwall.eu

Anwendungen mit Larssen Z-Bohlen (AZ, Hoesch) | Applications with Larssen Z sheet piles (AZ, Hoesch)

~ 42 mm ~ 1.65"

SteelWall ISH GmbH Anwendungen PZ-Corner 50°-175° steelwall.eu Tassilostr.

21 PZ PZ LT Rohrkombispundwand mit Larssen Z-Bohlen (AZ, Hoesch) und LV22 82166 Gräfelfing / GermanyErstellen von Rohrspundwänden

Pipe piles / von Larssen piles combined wall with LV Erstellen Rohr-Z /sheet Larssen U-(AZ, oderHoesch) Z-Bohlen (AZ, Hoesch)-Kombi

PZ/PZC von Ecken und Abzweigungen ~ 110PZ-Corner mm 50°-175° +Erstellen ~12,7 mm ~½” ~ 4.33"

PZ-Corner 50°-175°

CF-Junction + KL3-8

~ 1.34” Eigenschaften Stahlgüte: Herstellungslänge: ~ 15,875 mm ~ 0.625” Wandstärke: ~ 36 mm ~Gewicht: 1.42" m

6 53

A kn re

uz

A kn re

ZP C äL 81 egn v

no

~ 68 mm ~ 2.68"

~ 76,7 mm ~ 3.02”

~ 65°

Profil gestreckt

11

~ 58,7 mm ~ 2.31”

~ 34 mm ~ 1.34”

Rohrkombispundwand mit Casteel SKZ 24 Bohlen und CF-Junction Pipe piles / Casteel SKZ 24 sheet piles combined wall with CF-Junction Schlossprofil LPB180

~31,75 mm ~1¼”

~ 34 mm m

Rohrkombispundwand mit Larssen U-Bohlen und LPB100 Pipe piles / Larssen U sheet piles combined wall with LPB100

PZ-Corner 50°-175° + PZ/PZC

S355 auf~38,1 Anfrage, Längentoleranz +/- 200 mm mm ~1½” ~ 65° 9,5 mm ~8,47 kg/m Länge von Anker PZC 18 zu Anker

635 mm

~44,45 mm ~1¾”

KL 3-8 Bohlen mit CF90-2J KL 3-8 sheet piles with CF90-2J Alle Zahlenangaben sind Zirka-Werte und können abweichen. Technische Änderun

STEELWALL-Profile werden in nach DIN EN ISO 9001 zertifizierten Produktionsstätte Profile entsprechen i.d.R. der EN 10248/10249 und der Bauregelliste A, Teil 1.

Steelsheet wall connector LPB180 with the required angle in them.

We can even supply the pile sections

Anwendungen Schlossprofil LPB100 90° Eckverbindungen, T-Verbindungen

ApplicationsSteel wall connector LPB100 90°-corners, T-corners

Anwendungen Eigenschaften Erstellen von Rohrspundwänden Stahlgüten: S355, S430 Erstellen von Rohr/ LarssenLängentoleranz U- oder Z-Bohlen (AZ,mm Hoesch)-Kombiwänden Herstellungslänge: auf Anfrage, +/- 200

Applications ~ 30° Properties Steel grades: Constructing S355, S430pipe pile walls Constructing pipe pile /tolerance Larssen +/U or200 Z sheet pile (AZ, Hoesch) combined walls Length: as requested, Length mm (7.87”)

Wandstärke: 12 mm Gewicht: Eigenschaften~14,5 kg/m Maximale Zugkraftaufnahme: 1.609 kN/m = 30% stabiler als 10 mm starke LarssenStahlgüten: S355, S430 Schlossprofile!

Herstellungslänge: auf Anfrage, Längentoleranz +/- 200 mm

Thickness: 12 mm (0.47") ~ 30° Weight: ~14.5 kg/m (9.74 lbs/ft) Properties ~ 105° - ~ 165° Maximum tensile 30% stronger than 10 mm thick Larssen Steelstrength: grades:1,609 kN/m S355,=S430 connectors! Length: as requested, Length tolerance +/- 200 mm (7.87”)

Stand / Issue date: 20. Aug. 2013 · © Copyright by SteelWall ISH K ~ 115° - ~ 175°

mm

6r

53

nA

ek

uz

m

m

nA

rek

6 53

Schlossprofil LV22

PZ-2S

A

kn

re

uz

P CZ 81 gnäL ve no

A

kn

re

53

6r

ek

ZP C äL 81 egn v

no

mm

nA

uz

rek

nA

no 81 C v e ZP gn äL

Anwendungen Erstellen von Ecken und Abzweigungen mit Schwenkbereich ~65° m Erstellen von Rohr- / Larssen U- oder Z-Bohlen (AZ, Hoesch)-Kombiw PZ-Bone Länge von Anker PZC 18 zu Anker

635 mm

~ 50° - ~ 110°

Wandstärke: 12 mm Thickness: 12 mm (0.47") Eigenschaften All figures are approximations STEELWALL are subject to technical modifications.

Alle Gewicht: Zahlenangaben sind Zirka-Werte und können ~10,6 kg/mabweichen. Technische Änderungen sind vorbehalten.

Weight: and may vary. ~10.6 kg/mconnectors (7.1 lbs/ft) Stahlgüte: S355 STEELWALL connectors are produced at DIN EN ISO 9001 certified production companies. STEELWALL STEELWALL-Profile werden in nach DIN EN ISO 9001 zertifizierten Produktionsstätten hergestellt. STEELWALLMaximale (= 30% als 10 mm starke LarssenMaximum tensile strength: 1,609 kN/m (= 30% stronger than 10 mm thick Larssen Herstellungslänge: 12 m, Längentoleranz +/- 200 mm connectors correspond to eurocode 10248/10249 Profile entsprechenZugkraftaufnahme: i.d.R. der EN 10248/10249 1.609 und der kN/m Bauregelliste A, Teil stabiler 1. ~ 30° as a rule.

Schlossprofile!) connectors!)

KL 3-8 Abzweig mit date: CF-Junction Stand / Issue 26. Aug. 2013 · © Copyright by SteelWall ISH GmbHCasteel SKZ 24 Abzweig mit CF-Junction KL 3-8 sheet piles with CF-Junction Casteel SKZ 24 sheet piles with CF-Junction

15

Alle Zahlenangaben sind Zirka-Werte und können abweichen. Technische Änderungen sind vorbehalten.

STEELWALL-Profile werden in nach DIN EN ISO 9001 zertifizierten Produktionsstätten hergestellt. STEELWALLProfile entsprechen i.d.R. der EN 10248/10249 und der Bauregelliste A, Teil 1.

Stand / Issue date: 27. Aug. 2013 · © Copyright by SteelWall ISH GmbH

Stahldicke:

SKZ 24 Bohlen mit CF90-2J steelwall.eu Gewicht: SKZ 24 sheet piles with CF90-2J

8 mm ~8 kg/m

All figures are approximations and may vary. STEELWALL connectors are subject to technical modifications.

STEELWALL connectors are produced at DIN EN ISO 9001 certified production companies. STEELWALL connectors correspond to eurocode 10248/10249 as a rule.

steelwall.eu Alle Zahlenangaben sind Zirka-Werte und können abweichen. Technische Änderunge

Anchoring Meever & Meever offers several solutions for anchoring retaining walls. The right solution depends on the project. Factors to consider here are the length and depth of the sheet pile wall, the soil situation, and whether the sheet pile wall is a temporary or permanent.

Self drilling anchors This is a hollow, thick-walled, central drilling rod with a drill bit at the top. The hollow rod and the drill bit allow flushing or simultaneous drilling and grouting. The system is modular, meaning that the most appropriate configuration can be put together to suit on-site circumstances and the forces that apply. Because of the coarse external trapezium shape tread the rod can be shortened or extended if necessary, to create the desired length. The trapezium shape tread also ensures optimum adhesion between the cement grout and the self drilling anchor. All parts of the system can be supplied with or without surface treatment.

GTB bar anchors These anchors are high-quality massive steel bars, which feature a coarse, rolled tread on the outside to ensure optimum adhesion between the cement grout. Installing the GTB bar anchor is done by first installing a casing (mirco pile) in the ground. After the casing is brought in position the massive bar finds its place in the casing. While pulling back the casing grout cement is added to create a strong and solid anchor.

Screw injection piles The base of the pipe pile is a drill head which is driven into the soil by the drill motor until the required depth had been reached. Grout mortar is injected at the bottom through the drill head while drilling. This grout mortar mixes with the soil, resulting in a pile base with a minimum diameter equal to the screw blade. A major advantage of this pile system is that there is no soil stress relief and that surrounding structures do not encounter vibrations.

Folding anchors Folding anchors are quick and easy to install. The anchor is first driven into the ground, at any angle required, using a vibro hammer. It is then tilted using a removable pull rod. When it is in this position the folding anchor can immediately be subjected to a load. Our folding anchors are CE-certified.

Steel grades: EN10210-1: S355GP, S460GP,GM600 Production: ISO 9001 certified: in accordance with DIN488, EN10210 or ASTM A-615.

16

MEEVER Meever & USA Meever

Services

Interlock sealing For water-bearing formations like cofferdam constructions using sheet piling, it is very important that the sheet piles are waterproof. We have several effective solutions for waterproof interlock sealing.

Pile Lock Pile Lock is the best option when the sealing needs to be completely waterproof. This product expands up to 10 times its original volume when it comes into contact with water, enabling a waterproof solution.

SwellSeal Where soil is contaminated, an interlock seal based on polyurethane (PU) will often be the best solution.

SwellSeal expands up to 200% of its original volume when it comes into contact with water. Intra SwellSeal can be applied to the sheet piling interlock structure on site.

Pertex bituminous filling This interlock sealing is easy and cost efficient to apply. In temporary construction or constructions where only ground water needs to be retained this sealing is sufficient most times.

Surface treatment Coating If required we can supply our product with coatings. Applied on the jobsite or in the factory, they serve as a protection against corrosion or for aesthetic reasons. The coating systems include the necessary certificates and standards.

Galvanizing We can also deliver hot dipped galvanized products. This is only possible up to certain lengths.

Product modification On request we can modify all product according to your specific requirements.

• Weld on interlocks • Add slinging / handling holes • Cut in lengths • Corner solutions • Multiple sheet piles • Loose / welded / punched

Project design & engineering Our certified project engineers can draw building plans or calculate and construct complete projects. We can help you with finding the best and most price efficient solution. Our experience has learned made us a reliable partner. We have seen that the best results are accomplished when working together with the contractor on a project starting from the tender phase until the end.

• Drawings and calculations • Design building plans • Developing alternative constructions • Cost efficient engineering

17

Information center

Steelgrades ASTM

YIELD

STRENGTH

EN 10248

YIELD

STRENGTH

(ksi)

(Mpa)

(ksi)

(Mpa)

A328

39

270

S 240 GP

35

240

A 572 Grade 42

42

290

S 270 GP

39

270

A 572 Grade 50

50

345

S 320 GP

46

315

A 572 Grade 55

55

380

S 355 GP

51

355

A 572 Grade 60

60

415

S 390 GP

57

390

A 572 Grade 65

65

450

S 430 GP

62

430

A 690

50

345

A 690

57

390

Conversion tables Imperial to Metric

Dimensions

Metric to Imperial

1 in

=

2,54

cm

1 cm

=

0,394

in

1 ft

=

0,305

m

1m

=

3,281

ft

1 in²

=

6,452

cm²

1 cm²

=

0,155

in²

1 ft²

=

0,093

m²

1 m²

=

10,764

ft²

1 in³

=

16,387

cm³

1 cm³

=

0,061

in³

1 ft³

=

0,028

m³

1 m³

=

35,315

ft³

1 in²/ft

=

21,166

cm²/m

1 cm²/m

=

0,047

in²/ft

Imperial to Metric

Mass, Force, Pressure

Metric to Imperial

1 lb

=

0,454

kg

1 kg

=

2,205

lb

1 lb/ft

=

1,488

kg/m

1 kg/m

=

0,672

lb/ft

1 lb/ft²

=

4,882

kg/m²

1 kg/m²

=

0,205

lb/ft²

1 US Ton

=

0,907

Metric Tons

1 Metric Ton

=

1,102

US Ton

1 lb

=

4,450

N

1N

=

0,225

lb

1 lb/in

=

0,175

N/mm

1 N/mm

=

5,708

lb/in

1 lb/ft

=

14,599

N/m

1 N/m

=

0,069

lb/ft

1 lb/in²

=

0,690

N/cm²

1 N/cm²

=

1,450

lb/in²

1 lb/ft²

=

47,897

N/m²

1 N/m²

=

0,021

lb/ft²

1 lb/in³

=

0,272

N/cm³

1 N/cm³

=

3,683

lb/in³

1 lb/ft³

=

157,142

N/m³

1 N/m³

=

0,006

lb/ft³

Imperial to Metric Moment of Inertia

Section Modules

Moment

Metric to Imperial

1 in4

=

41,623

cm4

1 cm4

=

0,024

in4

4

1 in /ft

=

136,558

cm /m

cm /m

=

0,007

in4/ft

1 in³

=

16,387

cm³

1 cm³

=

0,061

in³

1 in³/ft

=

53,763

cm³/m

1 cm³/m

=

0,019

in³/ft

1 lb.ft

=

1,356

Nm

1 Nm

=

0,737

lb.ft

1 lb.in/ft

=

0,371

Nm/m

1 Nm/m

=

2,697

lb.in/ft

1 lb.ft/ft

=

4,450

Nm/m

1 Nm/m

=

0,225

lb.ft/ft

4

4

** on our website you can find imperial and metric data sheets

WARNING: All calculations and plans are furnished for illustrative/estimating purposes only and may not be relied upon for any other purpose. Calculations and plans are furnished with no warranty whatsoever and none of Meever, its subsidiaries, its parents, its affiliates or any of their respective officers, directors, employees or agents assume any responsibility for the accuracy thereof. Only calculations and plans prepared by a qualified professional engineer should be used in connection with the bidding/design/construction of a project.

All dimensions given are nominal. Actual flange and web thicknesses vary due to mill rolling practices; however, permitted variations for such dimensions are not addressed.

18

MEEVER USA

Meever & Meever

Meever & Meever • Gorinchemsestraat 37 • 4231 BE Meerkerk • The Netherlands T +31 (0) 183 358 383 • info@meever.NL • WWW.meever.NL