Meever & Meever
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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