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Unmatched Product Range Material Availability Manufacturing Capabilities Innovative Applications and Engineering Expertise
2019 EDITION
Technical Product Manual
Unmatched Product RangeAs the premier leader of steel pile systems and solutions, Nucor Skyline’s blend of products is unrivaled. From hot and cold rolled sheet piles to H-piles, pipe piles to geostructural products, only Nucor Skyline offers the product range to meet the design and construction demands of the Americas.
Material AvailabilityWith strategic stocking locations throughout the Americas, Nucor Skyline has established a material delivery network that is primed for immediate response. Our facilities offer barge, rail and truck transportation options for cost effectiveness and on-time delivery.
Manufacturing CapabilitiesNucor Skyline owns and operates pipe, sheet pile, geostructural and pile accessory facilities. Production is supplemented with full fabrication capabilities to provide a single source for all your foundation needs.
Innovative Applications and Engineering ExpertiseNucor Skyline has sales offices throughout the Americas staffed with experienced sales professionals to help meet your material needs. In addition, only Nucor Skyline offers exclusive engineering support in project design and construction.
Your True Project Partner
Conversion Table . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
NZ/PZ Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
AZ Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
SCZ/SKZ Cold Formed Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
SKL/SKS Cold Formed Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11
PS/AS Hot Rolled Steel Sheet Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15
Pipe-Z Combined Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
HZ®-M Steel Wall Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
Steel H-Pile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .51
Electric Resistance Welded (ERW) Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .53
Spiralweld Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
Rolled and Welded Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .57
Structural Sections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59
Pile Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63
Environ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67
Geostructural Solutions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .71
Threaded Bar & Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .73
Hollow Bar Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .82
Micropile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86
Multi-Strand Anchor Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89
Table of Contents
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Imperial to Metric Metric to Imperial
Dimensions 1 in = 2.5400 cm 1 cm = 0.3937 in
1 ft = 0.3048 m 1 m = 3.2808 ft
1 in2 = 6.4516 cm2 1 cm2 = 0.1550 in2
1 ft2 = 0.0929 m2 1 m2 = 10.7639 ft2
1 in3 = 16.3870 cm3 1 cm3 = 0.0610 in3
1 ft3 = 0.0283 m3 1 m3 = 35.3149 ft3
1 in2/ft. = 21.166 cm2/m 1 cm2/m = 0.0472 in2/ft
Mass, Force, Pressure 1 lb = 4.4497 N 1 N = 0.2247 lb
1 lb/in = 0.1752 N/mm 1 N/mm = 5.7082 lb/in
1 lb/ft = 14.5989 N/m 1 N/m = 0.0685 lb/ft
1 lb/in2 = 0.6897 N/cm2 1 N/cm2 = 1.4499 lb/in2
1 lb/ft2 = 47.8968 N/m2 1 N/m2 = 0.0209 lb/ft2
1 lb/in3 = 0.2715 N/cm3 1 N/cm3 = 3.6827 lb/in3
1 lb/ft3 = 157.1420 N/m3 1 N/m3 = 0.0064 lb/ft3
1 lb = 0.4536 kg 1 kg = 2.2046 lbs
1 lb/ft = 1.4882 kg/m 1 kg/m = 0.6720 lb/ft
1 lb/ft2 = 4.8824 kg/m2 1 kg/m2 = 0.2048 lb/ft2
1 kips = 4.4482 kN 1 kN = 0.2248 kips
1 US Ton = 0.9072Metric Tons
1 Metric Ton = 1.1023 US Tons
Moment of Inertia 1 in4 = 41.6228 cm4 1 cm4 = 0.0240 in4
1 in4/ft = 136.5582 cm4/m 1 cm4/m = 0.0073 in4/ft
Section Modulus 1 in3 = 16.3870 cm3 1 cm3 = 0.0610 in3
1 in3/ft = 53.7631 cm3/m 1 cm3/m = 0.0186 in3/ft
Moment 1 lb.ft = 1.3563 Nm 1 Nm = 0.7373 lb.ft
1 lb.in/ft = 0.3708 Nm/m 1 Nm/m = 2.6968 lb.in/ft
1 lb.ft/ft = 4.4497 Nm/m 1 Nm/m = 0.2247 lb.ft/ft
Conversion Table
Recycled Content
Hot Rolled: 100%
Cold Form: 80%
Recyclable: 100%
Nucor Skyline supplies a wide variety of sheet pile from leading manufacturers.
Hot Rolled and Cold Formed Sheet Pile
Hot rolled and cold formed are two primary methods of manufacturing sheet pile. While there are key differences
between these two methods, the most important distinction is the interlock. Since hot rolled sheet piles are
produced from steel at high temperatures, the interlock tends to be tighter than its cold formed counterpart.
Normally, looser interlocks are not recommended in extremely hard driving conditions or for walls requiring low
permeability.
Applications of Sheet Pile
Around the world, sheet piles are utilized for various applications. Z-pile, named after its shape, is commonly
used for cofferdams, levee strengthening, retaining structures, breakwaters, and bulkheads. In addition to
these traditional applications, steel sheet piles are also used for bridge abutments, environmental barrier walls,
underground parking garages, and depressed roads and railways. Sheet piles can also serve as permanent
structural members in all of the applications listed above.
Sheet pile designs are based on the bending properties, section modulus, and moment of inertia. Durability and
drivability of each section is also taken into consideration.
Flat sheet piles (straight web sheets) are used in the construction of cellular structures. Cellular cofferdams are
utilized to dewater large areas during the construction of locks and dams and are also employed as permanent
walls when loads are exceptionally high or there is little or no soil for embedment. Since the cells are gravity
structures, large embedment is generally not necessary. The tension is resisted by the interlock. Unlike Z-pile or
combination walls, interlock strength is the main design consideration for cellular cofferdams. The weight of the cell
and the resistance of the flat sheet interlocks provide the stability of the structure.
Steel Sheet Pile
Handling Holes
Handling holes are standard for all
sheet pile sections. They are located
in the centerline of each section.
Y = 6" (152.4 mm)
Ø = 21/2" – 25/8" (63.5 mm – 66.7 mm)
Z-Sections (NZ, PZ, AZ, SKZ/SCZ)
Straight Web Sections (PS, AS)
HZ-M Sections
Steel Sheet Pile
Columbus, OH
Calgary, AB
Nome, AK
Stee
l She
et P
ile
5Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
NZ/PZNZ/PZ Hot Rolled Steel Sheet Pile
SECTION
Width (w)
inmm
Height (h)
inmm
THICKNESSCross
Sectional Area
in2/ftcm2/m
WEIGHT SECTION MODULUS
Moment of Inertia
in4/ftcm4/m
COATING AREA
Flange(tf)
inmm
Web (tw)
inmm
Pile
lb/ftkg/m
Wall
lb/ft2
kg/m2
Elastic
in3/ftcm3/m
Plastic
in3/ftcm3/m
Both Sides
ft2/ft of singlem2/m
Wall Surface
ft2/ft2
m2/m2
PZ 22 22.0559
9.0229
0.3759.50
0.3759.50
6.47136.9
40.360.0
22.0107.4
18.1973
21.791171.4
84.3811500
4.481.37
1.221.22
PZ 27 18.0457
12.0305
0.3759.50
0.3759.50
7.94168.1
40.560.3
27.0131.8
30.21620
36.491961.9
184.2025200
4.481.37
1.491.49
PZ 35 22.6575
14.9378
0.60015.21
0.50012.67
10.29217.8
66.098.2
35.0170.9
48.52608
57.173073.5
361.2249300
5.371.64
1.421.42
PZ 40 19.7500
16.1409
0.60015.21
0.50012.67
11.77249.1
65.697.6
40.0195.3
60.73263
71.923866.7
490.8567000
5.371.64
1.641.64
h
W W
tw
tf
NZ
SECTION
Width (w)
inmm
Height(h)
inmm
THICKNESS
Cross Sectional
Area
in2/ftcm2/m
WEIGHT SECTION MODULUS
Moment of Inertia
in4/ftcm4/m
COATING AREA
Flange(tf)
inmm
Web(tw)
inmm
Pile
lb/ftkg/m
Wall
lb/ft2
kg/m2
Elastic
in3/ftcm3/m
Plastic
in3/ftcm3/m
Both Sides
ft2/ft of singlem2/m
Wall Surface
ft2/ft2
m2/m2
NZ 1430.31770
13.39340
0.3759.5
0.3759.5
6.40135.4
5581.26
21.77106.30
25.651379
30.501640
171.723447
6.101.86
1.201.20
NZ 1927.56
70016.14410
0.3759.5
0.3759.5
7.07149.6
5581.85
24.05117.40
35.081886
41.332222
283.138659
6.181.88
1.351.35
NZ 2027.56
70016.16
4110.394
10.00.394
10.07.34155.4
5785.37
24.82122.00
36.241948
42.802301
292.839984
6.181.88
1.351.35
NZ 2127.56
70016.20
4120.433
11.00.433
11.07.80165.2
6190.78
26.56129.70
38.692080
45.852465
313.442797
6.181.88
1.351.35
NZ 2627.56
70017.32440
0.50012.7
0.50012.7
9.08192.2
71105.66
30.99151.30
48.502608
57.013065
419.957340
6.491.98
1.411.41
NZ 2827.56
70017.38441
0.56014.2
0.56014.2
9.98211.2
78116.08
33.96165.82
52.622829
62.163342
457.462461
6.491.98
1.411.41
NZ 38 27.56700
19.69500
0.68917.5
0.50012.7
11.00232.9
86127.99
37.45182.83
70.843809
81.574386
697.395214
6.582.01
1.431.43
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NZ/PZNZ/PZ Hot Rolled Steel Sheet Pile
NZ PZ
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
ksi MPa ksi MPa
A 328 39 270 A 328 39 270
A 572 Grade 50 50 345 A 572 Grade 50 50 345
A 572 Grade 60 60 415 A 572 Grade 60 60 415
A 572 Grade 65 65 450 A 588 50 345
A 588 50 345 A 690 50 345
A 690 50 345
Highlighted fields represent the most commonly used and readily available steel grades.
NZ/PZ Corner and Junction Piles
Delivery Conditions & Tolerances
ASTM A 6
Mass ± 2.5%
Length + 5 in. – 0 in.
Maximum Rolled Lengths†
NZ/PZ 105.0 ft. 32.0 m
† Longer lengths may be possible upon request.
FC - MC -α
α α
α
4" 101.6 mm
4" 101.6 mm
Length of T andAngle Varies
Female or Male Corner T Pile
NZ Corner Piles PZ Corner Piles
Transitional Piles
90º135º
90º
C 14/E 20
Gr: S 355 GP
Wt: 9.68 lb/ft 14.4 kg/m
A: ~0.98” 25 mm
B: ~0.98” 25 mm
Omega 18
Gr: S 430 GPWt: 12.10 lb/ft
18.0 kg/m
A: ~2.76”~70 mm
B: ~1.18”~30 mm
E 22
Gr: S 355 GP
Wt: 6.87 lb/ft 10.2 kg/m
A: ~1.18”~30 mm
Delta 13
Gr: S 355 GP
Wt: 8.73 lb/ft 13.0 kg/m
A: ~0.59”~15 mm
B: ~0.79”~20 mm
A
B
A
B
AA A
A C
A
A
B
B D
B BB
SKP90
Gr: A 572 Gr. 50
Wt: 8.97 lb/ft 13.3 kg/m
A: 1.24”31.5 mm
B: 1.76”37.1 mm
SKAP
Gr: A 572 Gr. 50/60
Wt: 8.95 lb/ft 13.3 kg/m
A: 1.97” 50.0 mm
B: 0.69” 17.5 mm
C: 1.61” 40.9 mm
D: 0.02” 0.5 mm
SKP45
Gr: A 572 Gr. 50
Wt: 9.08 lb/ft 13.5 kg/m
A: 2.05”52.1 mm
B: 0.70”17.8 mm
SKPT
Gr: A 572 Gr. 50
Wt: 11.30 lb/ft 16.8 kg/m
A: 1.23”31.2 mm
B: 1.46”37.1 mm
Type 1 - αα: Angle varies
B: 3”–6” 76.2mm–152.4mm
Type 2 - αα: Angle varies
B: 3”–6” 76.2mm–152.4mm
T Pile
α: Angle varies
B: 3”–6” 76.2mm–152.4mm
BBBα α α
Interlock CombinationsAvailable Steel Grades
7Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
AZAZ Hot Rolled Steel Sheet Pile
SECTION
Width (w)
inmm
Height(h)
inmm
THICKNESS
Cross Sectional
Area
in2/ftcm2/m
WEIGHT SECTION MODULUS
Moment of Inertia
in4/ftcm4/m
COATING AREA
Flange(tf)
inmm
Web(tw)
inmm
Pile
lb/ftkg/m
Wall
lb/ft2
kg/m2
Elastic
in3/ftcm3/m
Plastic
in3/ftcm3/m
Both Sides
ft2/ft of single
m2/m
Wall Surface
ft2/ft2
m2/m2
AZ 12-770 30.31770
13.52344
0.3358.5
0.3358.5
5.67120.1
48.7872.6
19.3194.3
23.21245
27.51480
156.921430
6.071.85
1.201.20
AZ 13-770 30.31770
13.54344
0.3549.0
0.3549.0
5.94125.8
51.1476.1
20.2498.8
24.21300
28.81546
163.722360
6.071.85
1.201.20
◆ AZ 14-770 30.31770
13.56345
0.3759.5
0.3759.5
6.21131.5
53.4279.5
21.14103.2
25.21355
30.01611
170.623300
6.071.85
1.201.20
AZ 17-700 27.56700
16.52420
0.3358.5
0.3358.5
6.28133.0
49.1273.1
21.38104.4
32.21730
37.72027
265.336230
6.101.86
1.331.33
AZ 18-700 27.56700
16.54420
0.3549.0
0.3549.0
6.58139.2
51.4176.5
22.39109.3
33.51800
39.42116
276.837800
6.101.86
1.331.33
◆ AZ 19-700 27.56700
16.56421
0.3759.5
0.3759.5
6.88145.6
53.7680.0
23.35114.3
34.81870
41.02206
288.439380
6.101.86
1.331.33
AZ 20-700 27.56700
16.57421
0.39410.0
0.39410.0
7.18152.0
56.1183.5
24.43119.3
36.21945
42.72296
300.040960
6.101.86
1.331.33
AZ 18-800 31.5800
17.68449
0.3358.5
0.3358.5
6.07128.6
54.2680.7
20.67100.9
34.21840
39.72135
302.641320
6.822.08
1.301.30
AZ 20-800 31.5800
17.72450
0.3759.5
0.3759.5
6.66141.0
59.5088.6
22.67110.7
37.22000
43.32330
329.945050
6.822.08
1.301.30
AZ 22-800 31.5800
17.76451
0.41310.5
0.41310.5
7.25153.5
64.7796.4
24.68120.5
40.32165
47.02525
357.348790
6.822.08
1.301.30
AZ 23-800 31.50800
18.66474
0.45311.5
0.3549.0
7.12150.6
63.5694.6
24.22118.2
43.32330
49.92680
404.655260
6.942.11
1.321.32
AZ 25-800 31.50800
18.70475
0.49212.5
0.39410.0
7.71163.3
68.91102.6
26.26128.2
46.52500
53.82890
435.159410
6.942.11
1.321.32
AZ 27-800 31.50800
18.74476
0.53113.5
0.43311.0
8.31176.0
74.26110.5
28.29138.1
49.72670
57.63100
465.563570
6.942.11
1.321.32
AZ 24-700 27.56700
18.07459
0.44111.2
0.44111.2
8.23174.1
64.3095.7
28.00136.7
45.22430
53.52867
408.855820
6.331.93
1.381.38
◆ AZ 26-700 27.56700
18.11460
0.48012.2
0.48012.2
8.84187.2
69.12102.9
30.10146.9
48.42600
57.13070
437.359720
6.331.93
1.381.38
AZ 28-700 27.56700
18.15461
0.52013.2
0.52013.2
9.46200.2
73.93110.0
32.19157.2
51.32760
60.93273
465.963620
6.331.93
1.381.38
AZ 28-750 29.53750.0
20.04509.0
0.47212.00
0.39410.00
8.09171.2
67.73100.80
27.53134.40
52.32810
60.33245
523.971540
6.932.11
1.411.41
AZ 30-750 29.53750.0
20.08510.0
0.51213.00
0.43311.00
8.73184.7
73.08108.80
29.70145.00
55.93005
64.83485
561.576670
6.932.11
1.411.41
AZ 32-750 29.53750.0
20.12511.0
0.55114.00
0.47212.00
9.37198.3
78.44116.70
31.88155.60
59.53200
69.23720
599.081800
6.932.11
1.411.41
AZ 36-700N 27.56700
19.65499
0.59115.0
0.44111.2
10.20215.9
79.72118.6
34.71169.5
66.83590
76.44110
656.289610
6.732.05
1.471.47
◆ AZ 38-700N 27.56700
19.69500
0.63016.0
0.48012.2
10.87230.0
84.94126.4
36.98180.6
70.63795
81.14360
694.594840
6.732.05
1.471.47
AZ 40-700N 27.56700
19.72501
0.66917.0
0.52013.2
11.54244.2
90.16134.2
39.26191.7
74.33995
85.74605
732.9100080
6.732.05
1.471.47
AZ 42-700N 27.56700
19.65499
0.70918.0
0.55114.0
12.22258.7
95.51142.1
41.59203.1
78.24205
90.34855
768.4104930
6.752.06
1.471.47
AZ 44-700N 27.56700
19.69500
0.74819.0
0.59115.0
12.89272.8
100.74149.9
43.87214.2
81.94405
95.05105
806.6110150
6.752.06
1.471.47
AZ 46-700N 27.56700
19.72501
0.78720.0
0.63016.0
13.56287.0
105.97157.7
46.14225.3
85.74605
99.55350
844.9115370
6.752.06
1.471.47
AZ 46 22.83580
18.94481
0.70918.0
0.55114.0
13.76291.2
89.10132.6
46.82228.6
85.54595
98.55295
808.8110450
6.201.89
1.631.63
AZ 48 22.83580
18.98482
0.74819.0
0.59115.0
14.48306.5
93.81139.6
49.28240.6
89.34800
103.35553
847.0115670
6.201.89
1.631.63
AZ 50 22.83580
19.02483
0.78720.0
0.63016.0
15.22322.2
98.58146.7
51.80252.9
93.35015
108.25816
886.5121060
6.201.89
1.631.63
AZ 48-700 27.56700.0
19.80503.0
0.86622.00
0.59115.00
13.63288.4
106.49158.50
46.37226.40
88.44755
102.15490
876.2119650
6.702.04
1.461.46
AZ 50-700 27.56700.0
19.84504.0
0.90623.00
0.63016.00
14.30302.6
111.73166.30
48.65237.50
92.24955
106.75735
914.6124890
6.702.04
1.461.46
AZ 52-700 27.56700.0
19.88505.0
0.94524.00
0.66917.00
14.97317.0
116.97174.10
50.93248.70
95.95155
111.35985
953.0130140
6.702.04
1.461.46
◆ In stock.
8 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
AMERICAN CANADIAN EUROPEAN AMLoCor®**
ASTMYIELD STRENGTH
CSA G40 .21YIELD STRENGTH
EN 10248YIELD STRENGTH YIELD STRENGTH
ksi MPa ksi MPa ksi MPa ksi MPa
A 328 39 270 Grade 260 W 38 260 S 240 GP 35 240 Blue 320 46 320
A 572 Gr . 42 42 290 Grade 300 W 43 300 S 270 GP 39 270 Blue 355 51 355
A 572 Gr . 50 50 345 Grade 350 W 51 355 S 320 GP 46 320 Blue 390 57 390
A 572 Gr . 55 55 380 Grade 400 W 58 400 S 355 GP 51 355
A 572 Gr . 60 60 415 S 390 GP 57 390
A 572 Gr . 65 65 450 S 430 GP 62 430
A 690 50 345 S 460 AP 67 460
A 690* 57 390
Highlighted fields represent the most commonly used and readily available steel grades. *Not available for AZ48/50/52-700. ** Corrosion resistant steel, check for availability
Corner Piles
Delivery Conditions & Tolerances
ASTM A 6 EN 10248
Mass ± 2.5% ± 5%
Length + 5 in. – 0 in. ± 200 mm
Height ± 7 mm
Thickness ≤ 8.5 mm ± 0.5 mm
> 8.5 mm ± 6%
Single Pile Width ± 2%
Double Pile Width ± 3%
Straightness 0.2% of the length
Ends out of Square 2% of the width
Maximum Rolled Lengths†
AZ 101.7 ft. 31.0 m
E 22 59.1 ft. 18.0 m
C 14 59.1 ft. 18.0 m
Delta 13 55.8 ft. 17.0 m
Omega 18 52.0 ft. 16.0 m
† Longer lengths may be possible upon request.
C 14
Grade: S 355 GP
Weight: 9.68 lb/ft 14.4 kg/m
Omega 18
Grade: S 430 GP
Weight: 12.10 lb/ft 18.0 kg/m
E 22
Grade: S 355 GP
Weight: 6.87 lb/ft 10.2 kg/m
Delta 13
Grade: S 355 GP
Weight: 8.73 lb/ft 13.0 kg/m
AZAZ Hot Rolled Steel Sheet Pile
~0 .98"~25 mm
~0 .98"~25 mm
~2 .76"~70 mm
~1 .18"~30 mm
~1 .18"~30 mm
~0 .59"~15 mm
~0 .79"~20 mm
Delivery Forms
Single Pile Position A
Double Pile Form I Standard
Single Pile Position B
Double Pile Form II on Request
Transitional Piles
A
B D
C
SKAP
Gr: A 572 Gr. 50/60
Wt: 8.95 lb/ft 13.3 kg/m
A: 1.97” 50.0 mm
B: 0.69” 17.5 mm
C: 1.61” 40.9 mm
D: 0.02” 0.5 mm
Available Steel Grades
9Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
Width (w)
inmm
Height (h)
inmm
Thickness (t)
inmm
Cross Sectional
Area
in2/ftcm2/m
WEIGHT SECTION MODULUS
Moment of Inertia
in4/ftcm4/m
COATING AREA
Pile
lb/ftkg/m
Wall
lb/ft2
kg/m2
Elastic
in3/ftcm3/m
Plastic
in3/ftcm3/m
Both Sides
ft2/ftm2/m
Coating Area
ft2/ft2
m2/m2
SCZ 14 28.50723.9
10.00254.0
0.2506.4
4.1888.48
33.8150.31
14.2369.50
14.36772
16.32877.4
71.829808
6.101.86
1.281.28
SCZ 16 28.50723.9
10.00254.0
0.2767.0
4.6297.79
37.3755.61
15.7376.82
15.75847
17.97965.9
78.7310751
6.101.86
1.281.28
SCZ 17N 28.50723.9
10.00254.0
0.2957.5
4.95104.78
40.0359.58
16.8682.32
16.87907
19.211033
84.3511519
6.101.86
1.281.28
SCZ 18N 28.50723.9
10.00254.0
0.3178.1
5.31112.39
42.9463.91
18.0888.28
18.10973
20.611108
90.4812356
6.101.86
1.281.28
SCZ 21N 28.50723.9
10.00254.0
0.3759.5
6.29133.06
50.8475.66
21.41104.54
21.431152
24.401312
107.1314629
6.101.86
1.281.28
SKZ 20 28.50723.9
16.00406.4
0.3158.0
6.00127.00
48.2471.79
20.3199.17
31.691704
36.661970.97
253.5134618
7.602.32
1.601.60
SKZ 22 28.50723.9
16.00406.4
0.3358.5
6.30133.35
51.3076.34
21.60105.46
33.431797
38.942093.55
267.4036515
7.602.32
1.601.60
SKZ 23 28.50723.9
16.00406.4
0.3549.0
6.70141.82
54.2080.66
22.82111.42
35.611915
41.122210.75
284.9038905
7.602.32
1.601.60
SKZ 24 28.50723.9
16.00406.4
0.3759.5
7.10150.28
57.4385.47
24.18118.06
37.732028
43.522339.78
301.8041213
7.602.32
1.601.60
SKZ 25 28.50723.9
16.00406.4
0.39910.1
7.60160.87
61.1090.93
25.73125.61
40.142158
46.242486.02
321.1243851
7.602.32
1.601.60
SKZ 31 28.50723.9
18.00457.2
0.45011.4
9.07192.04
73.82109.85
31.08151.75
51.562772
60.513253.29
464.0563369
8.062.46
1.701.70
SKZ 33 28.50723.9
18.00457.2
0.47512.1
9.40198.97
77.64115.54
32.69159.61
54.892951
63.573417.68
494.0367462
8.062.46
1.701.70
SKZ 34 28.50723.9
18.00457.2
0.50012.7
9.89209.25
81.42121.17
34.28167.38
57.623098
66.863594.60
518.6270821
8.062.46
1.701.70
SKZ 36 28.50723.9
18.00457.2
0.53513.6
10.78228.10
86.81129.19
36.55178.46
60.713264
71.583848.17
546.4374619
8.062.46
1.701.70
SKZ 38 28.50723.9
18.00457.2
0.55014.0
11.07234.42
88.95132.37
37.45182.85
62.323350
73.523952.44
560.8576588
8.062.46
1.701.70
SCZ/SKZSCZ/SKZ Cold Formed Steel Sheet Pile
SC
Z 1
4
SC
Z 1
6
SC
Z 1
7N
SC
Z 1
8N
SC
Z 2
1N
SK
Z 2
0
SK
Z 2
2
SK
Z 2
3
SK
Z 2
4
SK
Z 2
5
SK
Z 3
1
SK
Z 3
3
SK
Z 3
4
SK
Z 3
6
SK
Z 3
8
SCZ 14 l l l l l l l l l l
SCZ 16 l l l l l l l l l l
SCZ 17N l l l l l l l l l l
SCZ 18N l l l l l l l l l l
SCZ 21N l l l l l l l l l l
SKZ 20 l l l l l l l l l l
SKZ 22 l l l l l l l l l l
SKZ 23 l l l l l l l l l l
SKZ 24 l l l l l l l l l l
SKZ 25 l l l l l l l l l l
SKZ 31 l l l l l
SKZ 33 l l l l l
SKZ 34 l l l l l
SKZ 36 l l l l l
SKZ 38 l l l l l
Interlock Compatibility
l Interlock compatible Interlock not compatible
10 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SCZ/SKZSCZ/SKZ Cold Formed Steel Sheet Pile
Delivery Conditions & Tolerances
Maximum Rolled Lengths†
SCZ/SKZ 90 ft. 27.4 m
† Longer lengths may be possible upon request.
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
ksi MPa ksi MPa
A 572 Grade 50 50 345 A 588 50 345
A 572 Grade 55 55 380 A 690 Grade 50 50 345
A 572 Grade 60 60 415 A 690 Grade 60 60 415
A 572 Grade 65 65 450
Highlighted fields represent the most commonly used and readily available steel grades.
Corner Piles
ASTM A6 EN 10249-2
Mass ± 2.5% ± 7%
Length + 5 in. – 0 in. ± 50 mm
Straightness
Bending (S) 0.25% of the length
Curving (C) 0.25% of the length
Twisting (V) 2% of the length
B2 Corner Pile B3 Corner Pile
5 .0” 127 mm
23 .5” 596.9 mm
23 .5” 596.9 mm
5 .0” 127 mm
A
C
B
SKLC 90
Gr: A 572 Gr. 60
Wt: 8.50 lb/ft 12.6 kg/m
A: 4.09” 103.9 mm
B: 1.10” 27.9 mm
C: 2.05” 52.1 mm
Available Steel Grades
11Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
Width (w)
inmm
Height (h)
inmm
Thickness (t)
inmm
Cross Sectional
Area
in2/ftcm2/m
WEIGHT SECTION MODULUS
Moment of Inertia
in4/ftcm4/m
COATING AREA
Pile
lb/ftkg/m
Wall
lb/ft2
kg/m2
Elastic
in3/ftcm3/m
Plastic
in3/ftcm3/m
Both Sides
ft2/ftm2/m
Coating Area
ft2/ft2
m2/m2
SKL 9 21.65550
3.5490
0.1574.0
2.5353.50
15.5223.10
8.6042.00
2.55137
3.28176.43
4.50615
4.231.29
1.171.17
SKL 10 21.65550
3.5490
0.1774.5
2.8359.90
17.4025.90
9.6347.00
2.88155
3.67197.23
5.09695
4.231.29
1.171.17
SKL 12 21.65550
3.5490
0.2175.5
3.4372.60
21.1031.40
11.6757.00
3.53190
4.42237.66
6.22850
4.231.29
1.171.17
SKS 11 27.56700
5.91150
0.1975.0
3.2969.60
25.6938.23
11.2655.00
6.34341
7.54405.36
18.672550
5.871.79
1.281.28
SKS 13 27.56700
5.91150
0.2175.5
3.6176.40
28.2242.00
12.2960.00
6.98375
8.44454.03
20.482810
5.871.79
1.281.28
SKS 14 27.56700
5.91150
0.2506.4
4.1788.20
32.5848.49
14.1969.27
8.05433
9.48509.87
23.783247
5.871.79
1.281.28
SKS 16 27.56700
5.91150
0.2767.0
4.5796.70
35.6153.00
15.5776.00
8.89478
10.40559.20
26.253585
5.871.79
1.281.28
SKL/SKSSKL/SKS Cold Formed Steel Sheet Pile
SKL 9 SKL 10 SKL 12 SKS 11 SKS 13 SKS 14 SKS 16
SKL 9 l l l l l l l
SKL 10 l l l l l l l
SKL 12 l l l l l l l
SKS 11 l l l l l l l
SKS 13 l l l l l l l
SKS 14 l l l l l l l
SKS 16 l l l l l l l
Interlock Compatibility
l Interlock compatible Interlock not compatible
12 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SKL/SKSSKL/SKS Cold Formed Steel Sheet Pile
Corner Piles
Standard Rolled Lengths†
SKL/SKS 70 ft. (21.3 m)
† Longer lengths may be possible upon request.
SKL 9-12: A = 10.8 in. 275.0 mm
SKS 11-16: A = 13.8 in. 350.0 mm
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
ksi MPa ksi MPa
A 572 Grade 50 50 345 A 588 50 345
A 572 Grade 55 55 380 A 690 50 345
A 572 Grade 60 60 415
A 572 Grade 65 65 450
Highlighted fields represent the most commonly used and readily available steel grades.
D1 Corner Piles D3 Corner Piles
Delivery Conditions & Tolerances
ASTM A6 EN 10249-2
Mass ± 2.5% ± 7%
Length + 5 in. – 0 in. ± 50 mm
Straightness
Bending (S) 0.25% of the length
Curving (C) 0.25% of the length
Twisting (V) 2% of the length
Available Steel Grades
13Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
Width* (w)
inmm
Web (tw)
inmm
Maximum Interlock Strength
k/inkN/m
Allowable Interlock
Rotation**(α)
Degrees
Cross Sectional
Area
in2/ftcm2/m
WEIGHTElastic Section Modulus
in3/sheetcm3/sheet
Moment of Inertia
in4/sheetcm4/sheet
COATING AREA
Pile
lb/ftkg/m
Wall
lb/ft2
kg/m2
Both Sides
ft2/ft of singlem2/m
Wall Surface
ft2/ft2 of wallm2/m2
AS 5009 .5
19.69500
0.3759.5
20.03500
4.5 7.71163.2
43.0164.0
26.22128
2.337
4.1170
3.771.15
1.151.15
AS 500 11 .0
19.69500
0.43311.0
22.84000
4.5 8.50180.0
47.4670.6
28.88141
3.049
4.5186
3.771.15
1.151.15
AS 500 12 .0
19.69500
0.47212.0
28.55000
4.5 8.94189.2
49.9374.3
30.52149
3.151
4.7196
3.771.15
1.151.15
AS 500 12 .5
19.69500
0.49212.5
31.45500
4.5 9.19194.5
51.2776.3
31.34153
3.151
4.8201
3.771.15
1.151.15
AS 500 12 .7
19.69500
0.50012.7
31.45500
4.5 9.28196.4
51.8177.1
31.54154
3.151
4.9204
3.771.15
1.151.15
AS 500 13 .0††
19.69500
0.51213.0
34.26000
4.5 9.51201.2
53.0979.0
32.36158
3.354
5.1213
3.771.15
1.151.15
* Use 503 mm for template construction and layout drawings. ** The mill guarantees 4.5 degrees of interlock rotation for piles < 20 meters in length. For piles > 20 meters in length, the guaranteed rotation is 4 degrees. †† Only available in steel grade S 430 GP (62 ksi).
Pre-bent piles are available to achieve a tighter radius in the cells and arcs .
PS/ASPS/AS Hot Rolled Steel Sheet Pile
SECTION
Width (w)
inmm
Web (tw)
inmm
Maximum Interlock Strength
k/inkN/m
Minimum Cell
Diameter†
ftm
Cross Sectional
Area
in2/ftcm2/m
WEIGHTElastic Section Modulus
in3/sheetcm3/sheet
Moment of Inertia
in4/sheetcm4/sheet
COATING AREA
Pile
lb/ftkg/m
Wall
lb/ft2
kg/m2
Both Sides
ft2/ft of singlem2/m
Wall Surface
ft2/ft2 of wallm2/m2
PS 27 .5 19.69500
0.410.2
203500
309.14
8.09171.2
45.167.1
27.5134.3
3.354
5.3221
3.651.11
1.111.11
PS 31 19.69500
0.512.7
203500
309.14
9.12193.0
50.975.7
31.0151.4
3.354
5.3221
3.651.11
1.111.11
† Minimum cell diameter cannot be guaranteed for piles over 65 feet (19.81 m) in length, or if piles are spliced. 58 piles are needed to make a 30 foot diameter cell.
14 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
PS/ASPS/AS Hot Rolled Steel Sheet Pile
PS AS
AMERICAN AMERICAN CANADIAN EUROPEAN
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
CSA G40 .21YIELD STRENGTH
EN 10248YIELD STRENGTH
ksi MPa ksi MPa ksi MPa ksi MPa
A 328 39 270 A 572 Grade 50 50 345 Grade 350 W 50 350 S 355 GP 51 355
A 572 Grade 50 50 345 A 572 Grade 55 55 380 Grade 400 W 58 400 S 390 GP 57 390
A 588 50 345 A 690 50 345 S 430 GP* 62 430
A 690 50 345
* Only available for AS 500-13.0 sheet.
Junction Piles
Delivery Conditions & Tolerances
ASTM A 6 EN 10248
Mass ± 2.5% ± 5%
Length + 5 in. – 0 in. ± 200 mm
Height ± 5 mm
Thickness ± 6%
Width ± 2%
Straightness 0.2% of the length
Ends out of Square 2% of the width
Maximum Rolled Lengths†
PS 90 ft. 27.4 m
AS 101.7 ft. 31.0 m
† Longer lengths may be possible upon request.
Y Pile
90° T Pile
120° Y Pile90°
30° - 45°
120°9 .84"
250 mm
9 .84"250 mm
9 .84"250 mm
9 .84"250 mm
10 .16"258 mm
5 .91"150 mm
Available Steel Grades
Combined Wall Systems
Combined wall systems are used when regular sheet piles are not strong enough to carry the required loads. The
two main components of a combined wall system are the king pile (HZ®-M or Pipe) and a pair of intermediary sheet
piles. The connector is the third component and is welded to or interlocked with the king pile and connects the king
pile to the sheet pile. The intermediary sheet piles transfer the soil and water pressures to the king piles, which carry
most of the load. The sheet piles are usually shorter, varying from 60% to 100% of the length of the king pile. The
king piles are often designed to carry substantial vertical loads in addition to the normal bending loads.
There are a wide variety of HZ®-M and Pipe solutions which give the designer a great deal of flexibility. Each type
of system, beam and pipe, has their own advantages. The HZ®-M system is fully interlocking and does not rely on
any welded connections. The HZ®-M system also has a shallower depth than the pipe system which reduces the
encroachment into waterways. The Pipe-Z system has a much greater range of strengths than the HZ®-M system
because of the very large pipes that can be manufactured for the system. It also usually has higher strength to
weight and stiffness to weight ratios than the HZ®-M system. Whichever system is chosen, the engineer can rest
assured that both systems have proven themselves on large infrastructure projects around the world.
Applications of Combined Wall Systems
Combined wall systems provide an ideal solution for applications such as: large capacity retaining walls with deep
excavations, breakwaters, deep cofferdams, and other structures that require retaining walls to resist large loads.
Combined W
all System
s
Miami, FL
Corpus Christi, TX
Everett, WA
Com
bine
d W
all
Sys
tem
s
17Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Pipe-ZPipe-Z Combined Wall Systems
Pipe-Z System
Pipe Piles as King Piles with NZ or AZ Sheet Piles
threading into E22 Connectors
Pipe-Z System
Combination Sample
Sheet Pile Section
PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING
Outside Diameter
inmm
Wall Thickness
inmm
Pipe Weight
lb/ftkg/m
System Width
inmm
System Inertia
in4/ftcm4/m
Section Modulus
in3/ftcm3/m
WEIGHT(Sheet Pile Length/Pipe Length) Cross
Sectional Area
in2/ftcm2/m
Both Sides of
Wall
ft2/ftm2/m
100%
lb/ft2
kg/m2
80%
lb/ft2
kg/m2
60%
lb/ft2
kg/m2
PAZ30/AZ14-770 AZ 14-770 30.00762.00
0.3127.9
99.02147.36
92.982362
52571696
35.01882
28.4138.7
25.3123.4
22.2108.2
8.35176.7
20.986.40
PAZ30/AZ18 AZ 18 30.00762.00
0.3759.5
118.76176.74
81.962082
71297257
47.52553
34.1166.6
30.8150.2
27.4133.9
10.02212.2
20.066.12
PAZ36/AZ14-770 AZ 14-770 36.00914.40
0.3759.5
142.81212.53
98.982514
912124510
50.72723
32.0156.2
29.1141.9
26.1127.5
9.40199.0
22.556.87
PAZ36/NZ19 NZ 19 36.00914.40
0.50012.7
189.75282.38
93.482374
1295176814
71.93867
40.3196.8
37.1181.2
33.9165.6
11.84250.7
22.716.92
PAZ42/AZ14-770 AZ 14-770 42.001066.80
0.43811.1
194.60289.61
104.982666
1510206230
71.93866
36.1176.2
33.3162.7
30.5149.2
10.60224.4
24.127.35
PAZ42/NZ19 NZ 19 42.001066.80
0.50012.7
221.82330.11
99.482527
1850252623
88.14736
41.7203.8
38.7189.2
35.7174.5
12.27259.6
24.287.40
PAZ42/AZ23-800 AZ 23-800 42.001066.80
0.62515.9
276.44411.39
107.352727
2181297846
103.95584
46.7228.0
43.5212.6
40.4197.2
13.72290.5
25.767.85
PAZ42/AZ38-700N AZ 38-700N 42.001066.80
0.75019.1
330.72492.18
99.482527
2879393193
137.17372
62.1303.2
57.7281.5
53.2259.8
18.25386.3
25.447.75
PAZ48/AZ14-770 AZ 14-770 48.001219.20
0.50012.7
253.89377.84
110.982819
2369323472
98.75306
40.5198.0
37.9185.2
35.3172.4
11.91252.2
25.697.83
PAZ48/NZ19 NZ 19 48.001219.20
0.62515.9
316.52471.05
105.482679
3117425697
129.96983
50.1244.8
47.3231.0
44.5217.2
14.73311.9
25.857.88
PAZ48/AZ23-800 AZ 23-800 48.001219.20
0.75019.1
378.83563.77
113.352879
3515479970
146.57874
55.1268.9
52.1254.3
49.1239.7
16.18342.5
27.338.33
PAZ48/AZ38-700N AZ 38-700N 48.001219.20
0.87522.2
440.80655.99
105.482679
4455608417
185.69981
71.1347.1
66.9326.7
62.7306.2
20.89442.2
27.018.23
PAZ54/AZ14-770 AZ 14-770 54.001371.60
0.56314.3
321.61478.62
116.982971
3549484705
131.57068
45.4221.7
42.9209.6
40.4197.5
13.34282.4
27.278.31
PAZ54/NZ19 NZ 19 54.001371.60
0.62515.9
356.61530.71
111.482832
4158567781
154.08279
51.8252.7
49.1239.7
46.4226.6
15.21321.9
27.428.36
PAZ54/AZ23-800 AZ 23-800 54.001371.60
0.75019.1
426.93635.36
119.353032
4686639866
173.59330
57.1279.0
54.3265.1
51.5251.2
16.79355.4
28.918.81
PAZ54/AZ38-700N AZ 38-700N 54.001371.60
0.87522.2
496.92739.51
111.482832
5891804396
218.211730
73.3357.9
69.3338.6
65.4319.2
21.54456.0
28.588.71
Size Range: The combinations above are just a sample of the thousands of possibilities that are available with the Pipe-Z System. System Width: For a given strength or stiffness requirement, using larger diameter pipes and wider sheet piles (new 800 mm sections) will maximize the efficiency of the wall. A larger system width reduces the number of connectors to weld, piles to drive, and tierods to install. Contact your local Nucor Skyline representative to check on pricing and availability of your system.
System Width
18 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Pipe-ZPipe-Z Combined Wall Systems
Pipe-Z System
Pipe-Z System
Combination Sample
Sheet Pile Section
PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING
Outside Diameter
inmm
Wall Thickness
inmm
Pipe Weight
lb/ftkg/m
System Width
inmm
System Inertia
in4/ftcm4/m
Section Modulus
in3/ftcm3/m
WEIGHT(Sheet Pile Length/Pipe Length) Cross
Sectional Area
in2/ftcm2/m
Both Sides of
Wall
ft2/ftm2/m
100%
lb/ft2
kg/m2
80%
lb/ft2
kg/m2
60%
lb/ft2
kg/m2
PAZ60/AZ14-770 AZ 14-770 60.001524.00
0.62515.9
396.70590.37
122.983124
5098696115
169.99136
50.5246.7
48.2235.1
45.8223.6
14.85314.2
28.848.79
PAZ60/NZ19 NZ 19 60.001524.00
0.75019.1
475.04706.95
117.482984
6391872780
213.011454
61.2298.9
58.7286.5
56.1274.1
17.99380.7
28.998.84
PAZ60/AZ23-700 AZ 23-800 60.001524.00
0.87522.2
553.04823.03
125.353184
7004956387
233.512551
66.5324.6
63.8311.4
61.1298.1
19.53413.5
30.489.29
PAZ60/AZ38-700N AZ 38-700N 60.001524.00
1.00025.4
630.71938.62
117.482984
85671169817
285.615352
83.2406.4
79.5388.0
75.7369.6
24.46517.7
30.159.19
PAZ66/AZ14-770 AZ 14-770 66.001676.40
0.68817.5
480.35714.86
128.983276
7084967362
214.711541
56.0273.2
53.7262.2
51.4251.2
16.44348.0
30.419.27
PAZ66/NZ19 NZ 19 66.001676.40
0.75019.1
523.14778.54
123.483136
80791103222
244.813162
62.9307.2
60.5295.4
58.1283.6
18.49391.3
30.569.32
PAZ66/AZ23-800 AZ 23-800 66.001676.40
0.87522.2
609.16906.56
131.353336
88661210754
268.714445
68.6334.8
66.0322.2
63.4309.5
20.15426.5
32.059.77
PAZ66/AZ38-700N AZ 38-700N 66.001676.40
1.00025.4
694.851034.08
123.483136
107931473880
327.117584
85.4417.1
81.8399.6
78.3382.1
25.10531.3
31.729.67
PAZ72/AZ14-770 AZ 14-770 72.001828.80
0.75019.1
571.25850.13
134.983428
95481303904
265.214260
61.5300.5
59.4290.0
57.2279.5
18.09382.8
31.989.75
PAZ72/NZ19 NZ 19 72.001828.80
0.81320.7
618.68920.73
129.483289
107961474260
299.916123
68.9336.2
66.6324.9
64.2313.7
20.23428.2
32.139.79
PAZ72/AZ23-800 AZ 23-800 72.001828.80
0.87522.2
665.29990.08
137.353489
109891500565
305.216411
70.5344.1
68.0332.0
65.5320.0
20.71438.3
33.6210.25
PAZ72/AZ38-700N AZ 38-700N 72.001828.80
1.00025.4
758.991129.53
129.483289
133241819541
370.119899
87.4426.8
84.0410.1
80.6393.4
25.68543.6
33.2910.15
PAZ78/AZ23-800 AZ 23-800 78.001981.20
0.87522.2
721.411073.60
143.353641
133751826459
343.018438
72.2352.6
69.9341.1
67.5329.5
21.22449.2
35.1910.73
PAZ78/AZ38-700N AZ 38-700N 78.001981.20
1.00025.4
823.131224.98
135.483441
161652207429
414.522284
89.2435.6
86.0419.7
82.7403.7
26.22554.9
34.8610.63
PAZ84/AZ23-800 AZ 23-800 84.002133.60
0.87522.2
777.531157.12
149.353794
160302188975
381.720520
73.8360.5
71.6349.4
69.3338.3
21.69459.2
36.7611.20
PAZ84/AZ38-700N AZ 38-700N 84.002133.60
1.00025.4
887.271320.44
141.483594
193192638067
460.024729
90.9443.7
87.8428.4
84.6413.2
26.70565.2
36.4311.11
Size Range: The combinations above are just a sample of the thousands of possibilities that are available with the Pipe-Z System. System Width: For a given strength or stiffness requirement, using larger diameter pipes and wider sheet piles (new 800 mm sections) will maximize the efficiency of the wall. A larger system width reduces the number of connectors to weld, piles to drive, and tierods to install. Contact your local Nucor Skyline representative to check on pricing and availability of your system.
19Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Pipe-ZPipe-Z Combined Wall Systems
Available Steel Grades
ASTM
Yield Strength PIPE SHEET PILE CONNECTORS
ksi MPa SpiralweldRolled & Welded
AZ E22
A 139 Grade A 30 205 ✔ ✔
A 139 Grade B 35 240 ✔ ✔
A 139 Grade C 42 290 ✔ ✔
A 139 Grade D 46 315 ✔ ✔
A 139 Grade E 52 360 ✔ ✔
A 252 Grade 1 30 205 ✔ ✔
A 252 Grade 2 35 240 ✔ ✔
A 252 Grade 3 45 310 ✔ ✔
A 252 Grade 3 (Mod) 50 345 ✔* ✔
A 252 Grade 3 (Mod) 60 415 ✔ ✔
A 328 39 270 ✔
A 36 36 250 ✔
A 516 Grade 55 30 205 ✔
A 516 Grade 60 32 220 ✔
A 516 Grade 65 35 240 ✔
A 516 Grade 70 38 260 ✔
A 572 Grade 42 42 290 ✔ ✔
A 572 Grade 50 50 345 ✔ ✔
A 572 Grade 55 55 380 ✔ ✔
A 572 Grade 60 60 415 ✔ ✔
A 572 Grade 65 65 450 ✔ ✔
A 588 50 345 ✔ ✔
A 690 50 345 ✔ ✔ ✔
A 690 (Mod) 57 390 ✔ **
A 709 50 345 ✔
A 1011/1018 50 345 ✔
Abrasion Resistant Brinell Hardness – 190 ✔
EN 10248
S 240 GP 35 240 ✔
S 270 GP 39 270 ✔
S 320 GP 46 315 ✔
S 355 GP 51 355 ✔ ✔
S 390 GP 57 390 ✔
S 430 GP 62 430 ✔
S 460 AP 67 460 ✔
CSA G40 .21
Grade 260 W 38 260 ✔
Grade 300 W 43 297 ✔
Grade 350 W 51 355 ✔
Grade 400 W 58 400 ✔
Highlighted fields represent the most commonly used and readily available steel grades. Additional grades available upon request. Please call with any questions or special requests.
*Availability is dependent on pipe diameter and thickness. **Not available for AZ 36-700N and larger.
20 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Pipe-ZPipe-Z Combined Wall Systems
Length (ft) Length (m)
Spiralweld 130 ft. 39.6 m
Rolled & Welded 120 ft. 36.6 m
E22 59 ft. 18.0 m
AZ 102 ft. 31.0 m
NZ 90 ft. 27.4 m
† All sections are readily spliced for longer lengths.
Delivery Conditions & Tolerances
Maximum Rolled Lengths†
ASTM
PIPE
Spiralweld Rolled & Welded
ASTM ASTM
Outside Diameter ± 1% ± 1%
Weight/Thickness - 5% Per Specification
Length ± 1 in. ± 1 in.
ASTM
SHEET PILE
AZ
ASTM EN10248
Mass ± 2.5% ± 5%
Length + 5 in. ± 200 mm
Height ± 7 mm
Thickness≤ 8.5 mm > 8.5 mm
Width ± 2%
Double Pile Width ± 3%
Interlock Opening
Straightness 0.2% of the length
Ends out of Square 2% of the width
Twisting
21Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
HZ®-MHZ®-M Steel Wall Systems
> Fully Interlocking System
> Hundreds of Combinations
> Backside Connectors for Extra Strength
22 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
HZ®-MHZ®-M Steel Wall Systems
SECTION
DIMENSIONS
Suitable Connector
h
inmm
h1
inmm
w
inmm
tmax
inmm
t
inmm
s
inmm
r
inmm
HZ 680M LT 24.87631.8
23.62599.9
18.11460
1.1429.00
0.6716.9
0.5514.0
0.7920
RZDU 16 RH 16
HZ 880M A 32.73831.3
31.63803.4
18.03458
1.1428.96
0.7418.8
0.5113.0
0.7920
RZDU 16 RH 16
HZ 880M B 32.73831.3
31.79807.4
18.11460
1.1428.96
0.8220.8
0.5915.0
0.7920
RZDU 16 RH 16
HZ 880M C 32.73831.3
31.95811.4
18.11460
1.1428.96
0.9022.9
0.5915.0
0.7920
RZDU 16 RH 16
HZ 1080M A 42.331075.3
41.241047.4
17.87454
1.1428.96
0.7719.6
0.6316.0
1.3835
RZDU 16 RH 16
HZ 1080M B 42.331075.3
41.471053.4
17.87454
1.1428.96
0.8922.6
0.6316.0
1.3835
RZDU 16 RH 16
HZ 1080M C 42.331075.3
41.711059.4
17.95456
1.1428.96
1.0125.7
0.7118.0
1.3835
RZDU 16 RH 16
HZ 1080M D 42.331075.3
42.021067.4
17.99457
1.2130.73
1.1729.7
0.7519.0
1.3835
RZDU 16 RH 16
HZ 1180M A 42.341075.4
- 18.03458
1.3634.54
1.2231.0
0.7920.0
1.3835
RZDU 16 RH 16
HZ 1180M B 42.501079.4
- 18.03458
1.4436.58
1.3033.0
0.7920.0
1.3835
RZDU 16 RH 16
HZ 1180M C 42.651083.4
- 18.07459
1.5238.60
1.3835.1
0.8321.0
1.3835
RZDU 18 RH 20
HZ 1180M D 42.811087.4
- 18.11460
1.6040.64
1.4637.1
0.8722.0
1.3835
RZDU 18 RH 20
HZ®-M - King Pile
23Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
HZ®-MHZ®-M Steel Wall Systems
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensions
Sectional Area
in2
cm2
Mass
lb/ftkg/m
Moment of Inertia Elastic Section Modulus
v1
inmm
v2
inmm
v3
inmm
v4
inmm
u
inmm
y-y
in4
cm4
z-z
in4
cm4
y-y*
in3
cm3
y-y**
in3
cm3
z-z
in3
cm3
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 11.81299.9
- 12.44315.9
- 9.06230.0
40.44260.9
137 .63204.8
4330.3180430
926.938620
366 .96015
- 102.51680
1.520.462
8.452.573
HZ 880M A 15.82401.7
- 16.36415.7
- 9.02229.0
45.82295.6
155 .92232 .0
8571.4356770
960.839990
541 .98880
- 106.51745
1.510.459
9.732.966
HZ 880M B 15.89403.7
- 16.36415.7
- 9.06230.0
50.87328.2
173 .13257 .6
9435.8392750
1027.542770
593 .89730
- 113.51860
1.510.461
9.742.967
HZ 880M C 15.97405.7
- 16.36415.7
- 9.06230.0
53.11342.7
180 .76269 .0
10012.7416760
1065.544350
627 .010275
- 117.81930
1.510.461
9.742.967
HZ 1080M A 20.62523.7
- 21.17537.7
- 8.94227.0
58.00374.2
197 .39293 .8
16943.9705260
944.939330
821 .713465
- 105.91735
1.490.455
11.143.396
HZ 1080M B 20.74526.7
- 21.17537.7
- 8.94227.0
61.63397.6
209 .72312 .1
18512.5770550
1016.542310
892 .814630
- 113.81865
1.490.455
11.143.396
HZ 1080M C 20.85529.7
- 21.17537.7
- 8.98228.0
68.14439.6
231 .88345 .1
20396.5848970
1080.244960
977 .916025
- 120.21970
1.500.457
11.153.397
HZ 1080M D 21.01533.7
- 21.17537.7
- 9.00228.5
73.41473.6
249 .82371 .8
22231.8925360
1127.746940
1058 .217340
- 125.42055
1.500.457
11.153.397
HZ 1180M A 21.17537.7
- 21.17537.7
- 9.02229.0
77.63500.8
264 .18393 .1
23617.8983050
1152.047950
1115 .818285
- 127.82095
1.500.457
11.153.397
HZ 1180M B 21.25539.7
- 21.25539.7
- 9.02229.0
80.46519.1
273 .83407 .5
24893.71036160
1228.951150
1171 .719200
- 136.42235
1.500.457
11.183.407
HZ 1180M C 21.33541.7
- 21.33541.7
- 9.04229.5
84.98548.3
289 .21430 .4
26434.91100310
1314.954730
1239 .420310
- 145.52385
1.510.459
11.213.416
HZ 1180M D 21.41543.7
- 21.41543.7
- 9.06230.0
89.51577.5
304 .63453 .3
27991.51165100
1401.958350
1307 .721430
- 154.72535
1.530.460
11.243.425
* Referring outside of HZ®-M-flange. ** Referring outside of connector.
Solution 100
24 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
HZ®-MHZ®-M Steel Wall Systems
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensions
Sectional Area
in2
cm2
Mass
lb/ftkg/m
Moment of Inertia Elastic Section Modulus
v1
inmm
v2
inmm
v3
inmm
v4
inmm
u
inmm
y-y
in4
cm4
z-z
in4
cm4
y-y*
in3
cm3
y-y**
in3
cm3
z-z
in3
cm3
Water-side
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 11.96303.7
11.66296.2
12.59319.7
12.29312.1
9.06230.0
39.96257.8
136 .01202 .4
4256.9177370
894.737280
356 .25840
- 98.81620
1.570.478
8.452.573
HZ 880M A 15.99406.2
15.64397.2
16.54420.1
16.19411.2
9.02229.0
45.32292.4
154 .24229 .5
8441.2351350
928.338640
527 .98650
- 102.81685
1.570.478
9.732.966
HZ 880M B 16.07408.1
15.72399.3
16.54420.0
16.19411.2
9.06230.0
50.33324.7
171 .30254 .9
9293.1386810
991.841280
578 .59480
- 109.51795
1.580.481
9.742.967
HZ 880M C 16.14409.9
15.81401.5
16.53419.9
16.20411.4
9.06230.0
52.58339.2
178 .93266 .3
9870.2410830
1030.042870
611 .810025
- 113.81865
1.580.481
9.742.967
HZ 1080M A 20.79528.2
20.44519.2
21.34542.1
20.99533.2
8.94227.0
57.52371.1
195 .75291 .3
16729.6696340
913.738030
804 .613185
- 102.21675
1.550.473
11.143.396
HZ 1080M B 20.92531.4
20.55522.0
21.35542.3
20.98533.0
8.94227.0
61.09394.1
207 .89309 .4
18273.4760600
981.940870
873 .614315
- 109.81800
1.560.475
11.143.396
HZ 1080M C 21.02533.9
20.69525.5
21.33541.9
21.00533.4
8.98228.0
67.60436.1
230 .05342 .4
20157.5839020
1045.143500
959 .015715
- 116.61910
1.560.475
11.153.397
HZ 1080M D 21.17537.6
20.86529.8
21.32541.6
21.01533.7
9.00228.5
72.87470.1
247 .99369 .0
21993.0915420
1038.945480
1038 .917025
- 121.41990
1.560.475
11.153.397
HZ 1180M A 21.32541.4
21.02534.0
21.32541.6
21.02534.0
9.02229.0
77.09497.3
262 .34390 .4
23377.3973040
1116.446470
1096 .617970
- 123.92030
1.570.477
11.153.397
HZ 1180M B 21.44544.5
21.06534.9
21.44544.5
21.06534.9
9.02229.0
79.75514.5
271 .39403 .9
24572.31022780
1181.549180
1146 .318785
- 131.22150
1.580.481
11.183.407
HZ 1180M C 21.51546.3
21.15537.1
21.51546.3
21.15537.1
9.04229.5
84.26543.6
286 .77426 .8
26111.31086840
1267.352750
1214 .119895
- 140.42300
1.580.481
11.213.416
HZ 1180M D 21.67550.4
21.14537.0
21.67550.4
21.14537.0
9.06230.0
88.42570.5
300 .92447 .8
27494.21144400
1329.855350
1269 .020795
- 146.82405
1.600.487
11.243.419
* Referring outside of HZ®-M-flange. ** Referring outside of connector.
Solution 102
25Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
HZ®-MHZ®-M Steel Wall Systems
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensions
Sectional Area
in2
cm2
Mass
lb/ftkg/m
Moment of Inertia Elastic Section Modulus
v1
inmm
v2
inmm
v3
inmm
v4
inmm
u
inmm
y-y
in4
cm4
z-z
in4
cm4
y-y*
in3
cm3
y-y**
in3
cm3
z-z
in3
cm3
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 11.81299.9
- 12.44315.9
- 9.06230.0
39.48254.7
134 .33199 .9
4185.1174380
862.335930
354 .75815
- 95.21560
1.570.478
8.512.59
HZ 880M A 15.82401.7
- 16.36415.7
- 9.02229.0
44.83289.2
152 .57227 .0
8313.6346040
895.937290
525 .78615
- 99.51630
1.570.478
9.792.984
HZ 880M B 15.89403.7
- 16.36415.7
- 9.06230.0
49.80321.3
169 .47252 .2
9153.8381010
956.239800
576 .19440
- 105.61730
1.580.481
9.802.987
HZ 880M C 15.97405.7
- 16.39415.7
- 9.06230.0
52.04335.7
177 .01263 .6
9730.8405030
994.241380
609 .39985
- 109.81800
1.580.480
9.802.987
HZ 1080M A 20.62523.7
- 21.17537.7
- 8.94227.0
57.04368.0
194 .10288 .9
16518.6687560
882.436730
801 .213130
- 98.91620
1.550.473
11.203.414
HZ 1080M B 20.74526.7
- 21.17537.7
- 8.94227.0
60.55390.6
206 .06306 .7
18038.5750820
947.339430
869 .914255
- 105.91735
1.560.475
11.203.415
HZ 1080M C 20.85529.7
- 21.17537.7
- 8.98228.0
67.06432.7
228 .22339 .6
19922.3829230
1010.342050
955 .315655
- 112.61845
1.560.476
11.213.417
HZ 1080M D 21.01533.7
- 21.17537.7
- 9.00228.5
72.33466.7
246 .16366 .3
21757.8905630
1057.644020
1035 .616970
- 117.51925
1.560.477
11.213.417
HZ 1180M A 21.17537.7
- 21.17537.7
- 9.02229.0
76.54493.8
260 .49387 .7
23139.9963160
1080.944990
1093 .217915
- 119.91965
1.570.477
11.213.418
HZ 1180M B 21.25539.7
- 21.25539.7
- 9.02229.0
79.03509.8
268 .94400 .2
24256.41009630
1134.547220
1141 .518705
- 125.72060
1.580.481
11.253.430
HZ 1180M C 21.33541.7
- 21.33541.7
- 9.04229.5
83.55539.0
284 .32423 .1
25793.01073590
1220.050780
1209 .519820
- 134.92210
1.580.482
11.283.439
HZ 1180M D 21.41543.7
- 21.41543.7
- 9.06230.0
87.33563.4
297 .20442 .3
27009.11124210
1257.752350
1261 .720675
- 138.82275
1.600.487
11.293.440
* Referring outside of HZ®-M-flange. ** Referring outside of connector.
Solution 104
26 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
HZ®-MHZ®-M Steel Wall Systems
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensions
Sectional Area
in2
cm2
Mass
lb/ftkg/m
Moment of Inertia Elastic Section Modulus
v1
inmm
v2
inmm
v3
inmm
v4
inmm
u1
inmm
u2
inmm
y-y
in4
cm4
z-z
in4
cm4
y-y*
in3
cm3
y-y**
in3
cm3
z-z
in3
cm3
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 10.30261.7
13.31338.1
11.74298.1
- 9.05229.8
11.14282.9
46.33298.9
157 .72234 .7
5052.2210510
1470.561270
379 .76225
430.77060
132.12165
2.040.621
8.622.623
HZ 880M A 14.02356.2
17.61447.2
15.37390.5
- 9.01228.9
11.14282.9
51.70333.5
175 .93261 .8
9868.7410770
1504.962640
560 .59185
642.010520
135.22215
2.040.621
9.903.017
HZ 880M B 14.27362.5
17.51444.9
15.55394.9
- 9.05229.9
11.18283.9
56.71365.8
192 .98287 .2
10738.2446960
1573.265480
613 .010045
690.811320
140.72305
2.050.624
9.913.019
HZ 880M C 14.41366.1
17.53445.3
15.61396.4
- 9.05229.9
11.18283.9
58.95380.3
200 .61298 .5
11320.8471210
1611.167060
645 .310580
725.311885
144.02360
2.050.624
9.903.019
HZ 1080M A 18.72475.6
22.51571.8
20.07509.9
- 8.93226.9
11.06280.9
63.89412.2
217 .43323 .6
19207.5799480
1480.761630
853 .113980
956.915680
133.92195
2.020.617
11.313.447
HZ 1080M B 18.96481.5
22.51571.9
20.19512.9
- 8.93226.9
11.06280.9
67.46435.2
229 .58341 .6
20767.9864430
1548.964470
922 .415115
1028.616855
140.12295
2.030.618
11.313.447
HZ 1080M C 19.23488.5
22.48570.9
20.35516.8
- 8.97227.9
11.10281.9
73.97477.2
251 .74374 .6
22670.7943630
1616.967300
1008 .716530
1114.318260
145.32390
2.030.619
11.323.449
HZ 1080M D 19.50495.3
22.53572.1
20.46519.6
- 8.99228.4
11.12282.4
79.24511.2
269 .67401 .3
24519.01020560
1666.969380
1088 .717840
1198.819645
149.82455
2.030.620
11.323.449
HZ 1180M A 19.73501.2
22.61574.2
20.53521.5
- 9.01228.9
11.14282.9
83.46538.4
284 .02422 .7
25912.41078560
1693.070470
1146 .318785
1262.020680
151.92490
2.040.621
11.323.449
HZ 1180M B 19.90505.5
22.60573.9
20.62523.8
- 9.01228.9
11.14282.9
86.12555.6
293 .07436 .1
27124.21129000
1758.173180
1200 .319670
1315.421555
157.72585
2.040.622
11.333.454
HZ 1180M C 19.90505.5
22.75577.9
20.66524.8
- 9.03229.4
11.16283.4
91.33589.2
310 .81462 .5
28917.91203660
1897.578980
1271 .120830
1399.622935
170.02785
2.080.635
11.363.463
HZ 1180M D 20.13511.2
22.68576.2
20.81528.5
- 9.05229.9
11.18283.9
95.49616.1
324 .96483 .6
30333.21262570
1962.681690
1337 .321915
1457.923890
175.42875
2.100.641
11.383.468
* Referring outside of HZ®-M-flange. ** Referring outside of connector.
Solution 12
Delivery Form
D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28', 100 mm/m) over the whole pile length + 19.68" (500 mm) continuous weld at top and toe
R = continuous weld, a = 0.236" (6 mm), length 19.68" (500 mm) at top and toe only
27Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
HZ®-MHZ®-M Steel Wall Systems
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensions
Sectional Area
in2
cm2
Mass
lb/ftkg/m
Moment of Inertia Elastic Section Modulus
v1
inmm
v2
inmm
v3
inmm
v4
inmm
u1
inmm
u2
inmm
y-y
in4
cm4
z-z
in4
cm4
y-y*
in3
cm3
y-y**
in3
cm3
z-z
in3
cm3
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 11.79299.5
11.83300.4
13.22335.8
13.26336.9
9.05229.8
11.14282.9
52.08336.0
177 .27263 .8
5980.6249190
1983.482640
506 .08295
451.47400
178.12920
2.040.621
9.372.853
HZ 880M A 15.79401.1
15.84402.4
17.14435.4
17.20436.8
9.01228.9
11.14282.9
57.44370.6
195 .49290 .9
11485.9478080
2013.583810
725 .011880
667.910945
180.92965
2.040.621
10.673.253
HZ 880M B 15.87403.1
15.92404.3
17.14435.4
17.19436.8
9.05229.9
11.18283.9
62.41402.6
212 .38316 .1
12326.0513050
2083.286710
774 .412690
716.711745
186.43055
2.050.624
10.683.256
HZ 880M C 15.95405.1
16.00406.3
17.14435.5
17.19436.7
9.05229.9
11.18283.9
64.65417.1
220 .02327 .4
12903.21537070
2121.388290
806 .713220
750.612300
189.83110
2.050.624
10.683.255
HZ 1080M A 20.59522.9
20.65524.5
21.94557.3
22.00558.9
8.93226.9
11.06280.9
69.65449.3
237 .02352 .7
21900.5911570
1981.682480
1060 .617380
995.316310
179.12935
2.020.617
12.083.683
HZ 1080M B 20.71526.0
20.77527.4
21.94557.3
22.00558.9
8.93226.9
11.06280.9
73.16472.0
248 .98370 .5
23420.1974820
2046.485180
1128 .018485
1064.617445
185.23035
2.030.618
12.093.684
HZ 1080M C 20.83529.0
20.88530.4
21.94557.3
22.00558.9
8.97227.9
11.10281.9
79.67514.0
271 .14403 .5
25304.31053250
2118.588180
1211 .919860
1150.318850
191.03130
2.030.619
12.093.685
HZ 1080M D 20.99533.1
21.04534.3
21.94557.3
22.00558.9
8.99228.4
11.12282.4
84.94548.0
289 .07430 .2
27139.61129640
2170.790350
1290 .021140
1233.620215
195.33200
2.030.620
12.093.686
HZ 1180M A 21.15537.1
21.19538.3
21.95557.4
22.00558.9
9.01228.9
11.14282.9
89.15575.2
303 .41451 .5
28521.81187170
2198.591510
1345 .922055
1296.821250
197.43235
2.040.621
12.103.687
HZ 1180M B 21.22539.1
21.27540.3
21.95557.4
22.00558.9
9.01228.9
11.14282.8
91.64591.2
311 .86464 .1
29638.21233640
2252.193740
1393 .522835
1347.422080
202.33315
2.040.622
12.103.688
HZ 1180M C 21.49545.9
21.16537.5
22.25565.2
21.92556.8
9.03229.4
11.16283.4
98.44635.1
334 .99498 .5
32120.91336980
2538.7105670
1494 .524490
1443.523655
227.63730
2.080.635
12.213.722
HZ 1180M D 21.57547.8
21.25539.6
22.25565.1
21.93556.9
9.05229.9
11.18283.9
102.22659.5
347 .87517 .7
33337.11387600
2582.2107480
1546 .025335
1498.424555
231.03785
2.100.641
12.233.728
* Referring outside of HZ®-M-flange. ** Referring outside of connector.
Solution 14
Delivery Form
D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28’, 100 mm/m) over the whole pile length + 19.68" (500 mm) continuous weld at top and toe
R = continuous weld, a = 0.236" (6 mm), length 19.68" (500 mm) at top and toe only
28 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Solution 24
Delivery Form
Form a Form b
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensions
Sectional Area
in2
cm2
Mass
lb/ftkg/m
Moment of Inertia Elastic Section Modulus
v1
inmm
v2
inmm
v3
inmm
v4
inmm
u1
inmm
u2
inmm
y-y
in4
cm4
z-z
in4
cm4
y-y*
in3
cm3
y-y**
in3
cm3
z-z
in3
cm3
Water-side
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 10.98279
12.63320.9
12.41315.3
14.07357.4
18.38466.8
20.47519.9
91.56590.7
311 .61463 .7
10102.6420940
10849.4452060
800 .313120
718.611780
530.48695
3.751.144
10.393.163
HZ 880M A 14.83376.7
16.80426.7
16.19411.2
18.16461.2
18.30464.8
20.43518.9
102.27659.8
348 .05518 .0
19700.5820000
11783.3490460
1172 .919220
1085.017780
576.79450
3.751.144
11.683.559
HZ 880M B 15.00380.9
16.79426.5
16.27413.4
18.07458.9
18.38466.9
20.51520.9
112.20723.9
381 .85568 .3
21389.7890310
12853.1534990
1273 .920875
1183.919400
626.710270
3.771.150
11.703.565
HZ 880M C 15.11383.8
16.83427.6
16.31414.3
18.03458.1
18.38466.9
20.51520.9
116.69752.8
397 .12591 .0
22547.0938480
13319.7554410
1339 .521950
1250.420490
649.610645
3.771.150
11.693.565
HZ 1080M A 19.58497.4
21.65550.0
20.94531.8
23.01584.4
18.14460.9
20.27514.9
126.68817.3
431 .12641 .6
38283.11593470
13659.9568570
1767 .928970
1663.827265
674.011045
3.731.136
13.073.985
HZ 1080M B 19.75501.8
21.72551.6
20.99533.2
22.95583.1
18.14460.9
20.27514.9
133.71862.6
455 .04677 .2
41329.71720280
14385.9598790
1903 .031185
1800.529505
709.711630
3.731.138
13.083.987
HZ 1080M C 19.96507.0
21.75552.4
21.08535.4
22.87580.8
18.22462.9
20.35516.9
146.73946.7
499 .36743 .1
45109.31877600
15733.3654870
2074 .233990
1972.632325
773.212670
3.741.141
13.093.990
HZ 1080M D 20.18512.5
21.85554.9
21.14536.9
22.81579.3
18.26463.9
20.39517.9
157.271014.7
535 .23796 .5
48787.82030710
16792.3698950
2233 .236595
2139.235055
823.513495
3.751.142
13.103.991
HZ 1180M A 20.38517.6
21.96557.8
21.18538.0
22.77578.2
18.30464.9
20.43518.9
165.701069.0
563 .90839 .2
51557.92146010
17628.8733770
2347 .638470
2264.937115
862.914140
3.751.144
13.103.993
HZ 1180M B 20.48520.2
22.02559.2
21.20538.6
22.74577.7
18.30464.9
20.43518.9
170.661101.0
580 .80864 .3
53793.92239080
18164.3756060
2443 .440040
2365.338760
889.114570
3.761.147
13.134.002
HZ 1180M C 20.53521.4
22.12562.0
21.29540.7
22.88581.3
18.38466.9
20.51520.9
181.981174.1
619 .31921 .6
57800.82405860
19543.1813450
2612 .442810
2525.841390
952.915615
3.821.164
13.174.015
HZ 1180M D 20.64524.2
22.17563.2
21.32541.5
22.85580.5
18.42467.9
20.55521.9
189.551222.9
645 .07960 .0
60237.42507280
20355.4847260
2716 .844520
2635.943195
990.716235
3.861.176
13.204.025
* Referring outside of HZ®-M-flange. ** Referring outside of connector.
HZ®-MHZ®-M Steel Wall Systems
D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28’, 100 mm/m) over the whole pile length + 19.68" (500 mm) continuous weld at top and toe
R = continuous weld, a = 0.236" (6 mm), length 19.68" (500 mm) at top and toe only
29Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Solution 26
Delivery Form
Form a Form b
SECTION
PROPERTIES PER SOLUTION
Coating AreaDimensions
Sectional Area
in2
cm2
Mass
lb/ftkg/m
Moment of Inertia Elastic Section Modulus
v1
inmm
v2
inmm
v3
inmm
v4
inmm
u1
inmm
u2
inmm
y-y
in4
cm4
z-z
in4
cm4
y-y*
in3
cm3
y-y**
in3
cm3
z-z
in3
cm3
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 11.80299.7
11.82300.2
13.23336.0
13.25336.6
18.38466.8
20.47519.9
97.81631.0
332 .84495 .3
11061.1460880
13022.4542600
936 .715355
835.113690
636.510435
3.751.144
11.093.376
HZ 880M A 15.81401.4
15.82402.0
17.16435.8
17.19436.5
18.31464.9
20.43518.9
108.51700.1
369 .28549 .6
21379.6889890
13940.3580240
1351 .122135
1244.020385
682.611180
3.751.144
12.393.776
HZ 880M B 15.88403.4
15.91404.0
17.16435.8
17.18436.5
18.38466.9
20.50520.9
118.44764.1
403 .08599 .9
23059.9959830
15028.4625530
1449 .623755
1341.921990
732.912010
3.771.150
12.413.782
HZ 880M C 15.96405.4
15.98406.0
17.16435.9
17.18436.5
18.38466.9
20.50520.9
122.93793.1
418 .35622 .6
24213.81007860
15494.9644950
1514 .924825
1409.023090
755.812380
3.771.150
12.413.782
HZ 1080M A 20.60523.3
20.63524.1
21.96557.7
21.99558.5
18.14460.9
20.27514.9
132.92857.6
452 .36673 .2
41095.01710510
15780.3656830
1991 .532635
1868.930625
778.412755
3.731.136
13.794.202
HZ 1080M B 20.72526.3
20.75527.1
21.96557.7
21.99558.5
18.14460.9
20.27514.9
139.95902.9
476 .27708 .8
44134.61837030
16506.6687060
2127 .034855
2007.132890
814.413345
3.731.138
13.794.204
HZ 1080M C 20.84529.4
20.87530.1
21.96557.8
21.99558.5
18.22462.9
20.35516.9
152.97986.9
520 .59774 .7
47902.71993870
17872.2743900
2295 .437615
2178.635700
878.414395
3.741.141
13.804.208
HZ 1080M D 21.00533.4
21.02534.0
21.96557.8
21.99558.5
18.26463.9
20.39517.9
163.511054.9
556 .46828 .1
51573.52146660
18940.1788350
2452 .940195
2345.838440
929.115225
3.751.142
13.814.209
HZ 1180M A 21.16537.4
21.18538.0
21.96557.8
21.99558.4
18.30464.9
20.43518.9
171.941109.3
585 .13870 .8
54338.12261730
19785.8823550
2565 .442040
2471.540500
968.815875
3.751.144
13.814.210
HZ 1180M B 21.24539.4
21.26540.0
21.96557.8
21.99558.4
18.30464.9
20.43518.8
176.901141.3
602 .03895 .9
56570.92354670
20321.3845840
2661 .043605
2573.142165
995.016305
3.761.147
13.824.213
HZ 1180M C 21.41543.9
21.24539.5
22.17563.2
22.00558.8
18.38466.9
20.51520.9
189.811224.5
645 .94961 .3
61256.82549710
22283.7927520
2860 .846880
2762.945275
1086.517805
3.821.164
13.954.251
HZ 1180M D 21.49545.8
21.32541.6
22.17563.1
22.00558.9
18.42467.9
20.55521.9
197.371273.4
671 .70999 .6
63689.12650950
23107.5961810
2963 .948570
2873.047080
1124.718430
3.861.176
13.994.264
* Referring outside of HZ®-M-flange. ** Referring outside of connector.
HZ®-MHZ®-M Steel Wall Systems
D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28’, 100 mm/m) over the whole pile length + 19.68" (500 mm) continuous weld at top and toe
R = continuous weld, a = 0.236" (6 mm), length 19.68" (500 mm) at top and toe only
30 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
Dimensions
PROPERTIES PER SOLUTION
Sectional Area (per double)
in2
cm2
Mass
lb/ftkg/m
Moment of Inertia
Elastic Section Modulus
Radius of Gyration
Coating Area
w
inmm
h
inmm
t
inmm
s
inmm
y-y
in4
cm4
y-y
in3
cm3
y-y
incm
ft2/ftm2/m
AZ 14-770 30.31770
13.56344.5
0.3759.5
0.3759.5
31.40202.6
106 .84159 .0
862.235890
127 .22085
5.2413.31
6.101.85
AZ 19-700 27.56700
16.56420.5
0.3759.5
0.3759.5
31.59203.8
107 .52160 .0
1324.555130
159 .82620
6.4716.44
6.101.86
AZ 26-700 27.56700
18.11460.0
0.48012.2
0.48012.2
40.63262.1
138 .24205 .7
2008.783610
221 .83635
7.0317.86
6.331.93
AZ - Intermediary Piles
HZ®-MHZ®-M Steel Wall Systems
31Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
Dimensions
Suitable King Pile
Sectional Area
in2
cm2
Mass
lb/ftkg/m
Moment of Inertia
Elastic Section Modulus
Coated Area
h
inmm
b
inmm
a
inmm
ay
inmm
y-y
in4
cm4
z-z
in4
cm4
y-y
in3
cm3
z-z
in3
cm3
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
RZD 16 2.4361.8
3.1980.5
- 1.2431.5
HZ 880M / 1080M / 1180M A-B 3.2120.7
10 .8916 .2
1.457
2.394
1 .118
1.322
0.390.12
0.200.06
RZU 16 2.4361.8
3.1980.5
- 1.5138.3
HZ 880M / 1080M / 1180M A-B 3.1620.4
10 .8216 .1
1.668
2.394
1 .118
1.322
0.260.08
0.330.10
RH 16 2.4361.8
2.6968.2
0.4812.2
1.2832.5
HZ 880M / 1080M / 1180M A-B 3.1220.1
10 .7516 .0
2.083
1.354
1 .525
1.016
0.330.10
0.300.09
RZD 18 2.6567.3
3.3585.0
- 1.4135.9
HZ 1180M C-D 3.5723.0
12 .1618 .1
1.978
2.6110
1 .322
1.525
0.390.12
0.230.07
RZU 18 2.6567.3
3.3585.0
- 1.6642.1
HZ 1180M C-D 3.5022.6
12 .0317 .9
2.292
2.6110
1 .322
1.525
0.300.09
0.330.10
RH 20 2.6567.3
3.1279.2
0.5614.2
1.4436.5
HZ 1180M C-D 3.9125.2
13 .4420 .0
2.9122
2.188
2 .033
1.322
0.360.11
0.330.10
Without other specifications, all the connectors are offered in Grade S 430 GP.
Connectors
HZ®-MHZ®-M Steel Wall Systems
32 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 14-770 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 11.45242.4
871.7119038
65 .53521 .5
74.33994.6
31.38153.21
35.17171.71
38.95190.17
8.092.466
14.664.468
HZ 880M A 12.25265.4
1581.7215994
89 .84827 .9
102.95532.2
34.10166.49
37.89184.99
41.68203.50
8.092.466
15.954.862
HZ 880M B 12.97281.0
1708.2233269
97 .65247 .3
109.85903.2
36.58178.60
40.37197.10
44.15215.56
8.102.469
15.964.865
HZ 880M C 13.30288.2
1794.0244985
102 .35500 .0
114.96177.4
37.70184.07
41.49202.57
45.28221.08
8.102.469
15.964.865
HZ 1080M A 14.07304.9
2963.8404731
131 .77080 .6
147.77940.8
40.30196.76
44.09215.27
47.89233.82
8.082.463
17.365.291
HZ 1080M B 14.60316.3
3194.3436208
141 .97629 .0
158.28505.3
42.09205.50
45.89224.05
49.68242.56
8.082.463
17.365.291
HZ 1080M C 15.55336.9
3471.9474116
154 .58306 .4
170.79177.4
45.32221.27
49.11239.77
52.91258.33
8.082.463
17.375.294
HZ 1080M D 16.32353.6
3742.8511110
166 .28935 .4
182.99833.3
47.94234.06
51.73252.57
55.52271.07
8.092.466
17.375.294
HZ 1180M A 16.93366.8
3946.4538913
174 .69387 .0
192.210333.3
50.03244.27
53.82262.77
57.61281.28
8.092.466
17.375.294
HZ 1180M B 17.32375.3
4125.0563303
182 .69817 .1
200.010752.6
51.37250.81
55.16269.31
58.95287.82
8.092.466
17.395.300
HZ 1180M C 18.08391.7
4387.2599108
192 .910370 .9
212.311413.9
53.82262.77
57.67281.57
61.53300.41
8.142.481
17.425.310
HZ 1180M D 18.68404.7
4593.6627294
202 .510887 .0
220.811870.9
55.87272.78
59.73291.63
63.59310.47
8.162.487
17.435.313
* Referring outside of HZ®-M-flange (v2), ** Referring outside of connector (v
3), *** Length of connectors = Length of AZ.
Combination HZ…M-12 / AZ 14-770
HZ®-MHZ®-M Steel Wall Systems
81.38 in.2067.1 mm
33Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 14-770 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 12.29260.1
1008.5137720
85 .34586 .0
76.14091.4
33.02161.22
37.43182.75
41.84204.28
8.092.466
15.414.697
HZ 880M A 13.09283.6
1820.1248550
114 .96177 .4
105.85688.1
35.73174.45
40.15196.03
44.56217.56
8.092.466
16.725.096
HZ 880M B 13.81299.2
1942.0265196
122 .06559 .1
112.96069.9
38.19186.46
42.60208.00
47.01229.52
8.102.469
16.735.099
HZ 880M C 14.14306.4
2026.9276790
126 .86817 .2
117.96338.7
39.31191.93
43.72213.46
48.13234.99
8.102.469
16.735.099
HZ 1080M A 14.92323.3
3361.5459040
162 .88752 .6
152.88215.0
41.94204.77
46.36226.35
50.78247.93
8.082.463
18.145.529
HZ 1080M B 15.44334.5
3586.0489698
172 .79284 .9
162.98758.0
43.70213.36
48.13234.99
52.55256.57
8.082.463
18.145.529
HZ 1080M C 16.39355.1
3860.5527183
184 .99940 .8
175.59435.4
46.93229.13
51.35250.71
55.77272.29
8.082.463
18.145.529
HZ 1080M D 17.16371.8
4129.2563876
196 .310553 .7
187.710091.3
49.55241.92
53.97263.50
58.39285.08
8.092.466
18.155.532
HZ 1180M A 17.77385.0
4331.0591434
204 .310983 .8
196.910586.0
51.64252.13
56.06273.71
60.47295.24
8.092.466
18.155.532
HZ 1180M B 18.13392.8
4495.5613897
211 .311360 .1
204.410989.2
52.88258.18
57.30279.76
61.72301.34
8.092.466
18.155.532
HZ 1180M C 19.13414.5
4859.1663550
226 .112155 .8
218.411741.9
55.81272.49
60.45295.14
65.09317.80
8.142.481
18.275.569
HZ 1180M D 19.68426.4
5035.9687693
233 .512553 .7
226.412172.0
57.68281.62
62.32304.27
66.96326.93
8.162.487
18.295.575
* Referring outside of HZ®-M-flange (highest value of v1; v
2), ** Referring outside of connector (highest value of v
3; v
4), *** Length of connectors = Length of AZ.
Combination HZ…M-14 / AZ 14-770
HZ®-MHZ®-M Steel Wall Systems
81.38 in.2067.1 mm
34 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 14-770 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 14.73311.8
1315.0179575
104 .15596 .8
93.55026.9
43.98214.73
47.06229.77
50.14244.80
9.802.987
16.435.008
HZ 880M A 16.04347.5
2467.6336971
146 .87892 .4
135.97306.4
48.42236.41
51.51251.49
54.59266.53
9.812.990
17.735.404
HZ 880M B 17.21372.9
2666.1364078
158 .88537 .6
147.67935.4
52.39255.79
55.47270.83
58.55285.86
9.832.996
17.755.410
HZ 880M C 17.74384.4
2804.8383018
166 .68956 .9
155.58360.2
54.22264.72
57.30279.76
60.38294.80
9.832.996
17.755.410
HZ 1080M A 19.03412.3
4712.4643517
217 .611698 .9
204.811010.7
58.57285.96
61.67301.10
64.76316.19
9.782.981
19.135.831
HZ 1080M B 19.88430.7
5079.2693606
233 .912575 .2
221.211892.4
61.45300.02
64.55315.16
67.64330.25
9.792.984
19.145.834
HZ 1080M C 21.41463.9
5525.4754539
254 .113661 .2
241.612989.2
66.68325.56
69.77340.65
72.86355.73
9.802.987
19.155.837
HZ 1080M D 22.66491.0
5962.8814269
273 .014677 .3
261.414053.7
70.94346.36
74.02361.40
77.11376.48
9.802.987
19.155.837
HZ 1180M A 23.65512.4
6290.6859033
286 .415397 .8
276.314854.7
74.32362.86
77.41377.95
80.49392.98
9.812.990
19.155.837
HZ 1180M B 24.25525.4
6558.9895672
297 .916016 .0
288.415505.3
76.35372.77
79.43387.81
82.52402.90
9.822.993
19.185.846
HZ 1180M C 25.57554.0
7028.7959827
317 .717080 .5
307.116510.6
80.73394.16
83.87409.49
87.00424.77
9.873.008
19.235.861
HZ 1180M D 26.45573.1
7314.9998910
329 .917736 .4
320.117209.6
83.75408.90
86.89424.23
90.02439.51
9.913.021
19.265.870
* Referring outside of HZ®-M-flange (highest value of v1; v
2), ** Referring outside of connector (highest value of v
3; v
4), *** Length of connectors = Length of AZ.
Combination HZ…M-24 / AZ 14-770
HZ®-MHZ®-M Steel Wall Systems
99.92 in.2538.0 mm
35Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 14-770 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 15.48327.7
1430.0195279
121 .06505 .4
107.95801.1
45.50222.15
49.09239.68
52.68257.20
9.802.987
17.135.221
HZ 880M A 16.79363.8
2669.1364487
168 .69064 .5
155.38349.4
49.95243.88
53.54261.40
57.14278.98
9.812.990
18.445.621
HZ 880M B 17.95388.9
2866.2391403
180 .29688 .1
166.78962.3
53.92263.26
57.51280.79
61.10298.31
9.832.996
18.465.627
HZ 880M C 18.49400.6
3004.5410289
188 .010107 .5
174.89397.8
55.75272.19
59.34289.72
62.93307.25
9.832.996
18.465.627
HZ 1080M A 19.78428.6
5050.9689741
244 .813161 .2
229.712349.4
60.11293.48
63.71311.06
67.32328.68
9.782.981
19.846.047
HZ 1080M B 20.63447.0
5416.8739708
261 .114037 .5
246.413247.2
62.99307.54
66.59325.12
70.20342.74
9.792.984
19.856.050
HZ 1080M C 22.16480.1
5861.1800381
280 .915102 .1
266.514327.9
68.21333.03
71.81350.61
75.41368.18
9.802.987
19.866.053
HZ 1080M D 23.41507.2
6297.4859962
299 .616107 .4
286.415397.8
72.47353.83
76.06371.36
79.66388.93
9.802.987
19.866.053
HZ 1180M A 24.40528.7
6624.2904589
312 .816817 .1
301.316198.8
75.85370.33
79.45387.91
83.04405.43
9.812.990
19.876.056
HZ 1180M B 25.00541.7
6892.1941173
324 .217430 .0
313.516854.7
77.88380.24
81.47397.77
85.07415.35
9.822.993
19.886.059
HZ 1180M C 26.50574.2
7442.71016362
347 .518682 .7
335.618042.9
82.64403.48
86.42421.94
90.19440.34
9.873.008
20.006.096
HZ 1180M D 27.39593.5
7728.11055335
359 .619333 .2
348.618741.8
85.66418.23
89.44436.68
93.21455.09
9.913.021
20.046.108
* Referring outside of HZ®-M-flange (highest value of v1; v
2), ** Referring outside of connector (highest value of v
3; v
4), *** Length of connectors = Length of AZ.
Combination HZ…M-26 / AZ 14-770
HZ®-MHZ®-M Steel Wall Systems
99.92 in.2538.0 mm
36 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 19-700 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 12.31260.6
1007.9137638
75 .74069 .9
85.84612.9
33.72164.63
37.80184.55
41.88204.47
8.122.475
14.694.478
HZ 880M A 13.17285.4
1769.6241653
100 .55403 .2
115.16188.1
36.64178.89
40.72198.81
44.81218.78
8.132.478
15.994.874
HZ 880M B 13.94302.0
1905.1260157
108 .85849 .4
122.66591.4
39.29191.83
43.37211.75
47.45231.67
8.142.481
15.994.874
HZ 880M C 14.30309.8
1997.1272720
113 .96123 .6
128.06881.7
40.50197.74
44.58217.66
48.66237.58
8.132.478
15.994.874
HZ 1080M A 15.13327.8
3252.7444183
144 .57768 .8
162.08709.6
43.29211.36
47.38231.33
51.48251.35
8.112.472
17.405.304
HZ 1080M B 15.69340.0
3500.0477954
155 .58360 .2
173.49322.5
45.21220.73
49.31240.75
53.40260.72
8.122.475
17.405.304
HZ 1080M C 16.71362.1
3797.5518580
169 .09086 .0
186.710037.6
48.67237.63
52.76257.60
56.85277.56
8.122.475
17.405.304
HZ 1080M D 17.53379.8
4087.8558223
181 .49752 .6
199.910747.2
51.49251.39
55.57271.25
59.66291.28
8.122.475
17.415.307
HZ 1180M A 18.19394.1
4306.1588033
190 .510241 .9
209.711274.1
53.73262.33
57.81282.25
61.90302.22
8.122.475
17.415.307
HZ 1180M B 18.61403.2
4497.6614184
199 .010698 .9
218.111725.7
55.16269.31
59.24289.23
63.33309.20
8.132.478
17.425.310
HZ 1180M C 19.42420.8
4778.7652571
210 .111295 .6
231.312435.4
57.78282.11
61.94302.42
66.10322.73
8.172.490
17.455.319
HZ 1180M D 20.07434.9
4999.8682764
220 .411849 .4
240.312919.3
59.99292.90
64.14313.16
68.30333.47
8.192.496
17.475.325
* Referring outside of HZ®-M-flange (v2), ** Referring outside of connector (v
3), *** Length of connectors = Length of AZ.
Combination HZ…M-12 / AZ 19-700
HZ®-MHZ®-M Steel Wall Systems
75.87 in.1927.1 mm
37Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 19-700 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 13.21279.6
1154.7157685
97 .75252 .7
87.04677.4
35.47173.18
40.22196.37
44.97219.56
8.122.475
15.454.709
HZ 880M A 14.07304.9
2025.2276558
127 .96876 .3
117.76327.9
38.39187.44
43.14210.63
47.90233.87
8.132.478
16.765.108
HZ 880M B 14.84321.5
2155.8294392
135 .47279 .5
125.46741.9
41.02200.28
45.77223.47
50.52246.66
8.142.481
16.775.111
HZ 880M C 15.20329.3
2247.0306846
140 .47548 .3
130.77026.8
42.22206.13
46.97229.33
51.72252.52
8.132.478
16.775.111
HZ 1080M A 16.04347.5
3679.4502452
178 .29580 .6
167.28989.2
45.05219.95
49.81243.19
54.58266.48
8.112.472
18.175.538
HZ 1080M B 16.59359.5
3920.1535322
188 .810150 .5
178.29580.6
46.94229.18
51.71252.47
56.47275.71
8.122.475
18.185.541
HZ 1080M C 17.61381.6
4214.2575484
201 .810849 .4
191.610301.0
50.40246.07
55.16269.31
59.92292.55
8.122.475
18.185.541
HZ 1080M D 18.43399.3
4502.4614840
214 .011505 .3
204.711005.3
53.21259.79
57.97283.03
62.73306.27
8.122.475
18.185.541
HZ 1180M A 19.09413.6
4718.6644364
222 .611967 .7
214.611537.6
55.45270.73
60.21293.97
64.96317.16
8.122.475
18.185.541
HZ 1180M B 19.48422.1
4895.1668466
230 .112370 .9
222.511962.3
56.78277.22
61.54300.46
66.30323.70
8.132.478
18.195.544
HZ 1180M C 20.55445.3
5284.8721683
245 .913220 .3
237.512768.7
59.92292.55
64.92316.97
69.92341.38
8.172.490
18.305.578
HZ 1180M D 21.13457.8
5474.2747547
253 .813645 .1
246.113231.1
61.92302.32
66.92326.73
71.92351.14
8.192.496
18.325.584
* Referring outside of HZ®-M-flange (highest value of v1; v
2), ** Referring outside of connector (highest value of v
3; v
4), *** Length of connectors = Length of AZ.
Combination HZ…M-14 / AZ 19-700
HZ®-MHZ®-M Steel Wall Systems
75.87 in.1927.1 mm
38 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 19-700 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 15.61330.4
1450.2198038
114 .86172 .0
103.05537.6
46.59227.47
49.86243.44
53.14259.45
9.842.999
16.475.020
HZ 880M A 17.00368.3
2670.3364651
158 .98543 .0
147.07903.2
51.29250.42
54.57266.43
57.86282.50
9.842.999
17.775.416
HZ 880M B 18.23395.0
2880.0393288
171 .59220 .4
159.48569.8
55.49270.92
58.77286.94
62.04302.90
9.863.005
17.795.422
HZ 880M C 18.80407.3
3026.7413321
179 .89666 .6
167.99026.8
57.43280.40
60.70296.36
63.98312.38
9.863.005
17.785.419
HZ 1080M A 20.17437.0
5047.1689223
233 .112532 .2
219.411795.6
62.05302.95
65.34319.02
68.63335.08
9.822.993
19.165.840
HZ 1080M B 21.06456.3
5435.4742248
250 .313456 .9
236.812731.1
65.10317.84
68.39333.91
71.68349.97
9.822.993
19.175.843
HZ 1080M C 22.68491.4
5907.1806663
271 .614602 .1
258.413892.4
70.63344.84
73.91360.86
77.20376.92
9.832.996
19.185.846
HZ 1080M D 24.01520.2
6369.8869848
291 .615677 .3
279.315016.0
75.13366.81
78.41382.83
81.69398.84
9.842.999
19.185.846
HZ 1180M A 25.06543.0
6716.2917152
305 .816440 .8
295.015860.1
78.71384.29
81.99400.31
85.27416.32
9.842.999
19.195.849
HZ 1180M B 25.69556.6
7000.2955935
318 .017096 .7
307.816548.3
80.85394.74
84.13410.76
87.41426.77
9.853.002
19.225.858
HZ 1180M C 27.08586.7
7496.61023722
338 .818214 .9
327.517607.4
85.48417.35
88.82433.65
92.15449.91
9.913.021
19.265.870
HZ 1180M D 28.01606.9
7799.11065031
351 .718908 .5
341.318349.3
88.67432.92
92.01449.23
95.34465.49
9.953.033
19.295.880
* Referring outside of HZ®-M-flange (highest value of v1; v
2), ** Referring outside of connector (highest value of v
3; v
4), *** Length of connectors = Length of AZ.
Combination HZ…M-24 / AZ 19-700
HZ®-MHZ®-M Steel Wall Systems
94.41 in.2398.0 mm
39Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 19-700 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 16.41347.3
1571.9214657
133 .07150 .5
118.66376.3
48.20235.33
52.02253.98
55.83272.58
9.842.999
17.175.233
HZ 880M A 17.79376.6
2883.5393766
182 .29795 .6
167.89021.4
52.91258.33
56.73276.98
60.55295.63
9.842.999
18.485.633
HZ 880M B 19.02402.6
3091.7422197
194 .410451 .5
180.09677.4
57.11278.83
60.92297.44
64.74316.09
9.863.005
18.505.639
HZ 880M C 19.59414.7
3238.1442189
202 .610892 .4
188.410129.0
59.04288.26
62.86306.91
66.67325.51
9.863.005
18.505.639
HZ 1080M A 20.96443.7
5405.5738165
262 .014085 .9
245.813215.0
63.67310.86
67.51329.61
71.34348.31
9.822.993
19.886.059
HZ 1080M B 21.86462.7
5792.8791054
279 .215010 .7
263.514166.6
66.72325.75
70.55344.45
74.39363.20
9.822.993
19.886.059
HZ 1080M C 23.48497.0
6262.5855196
300 .116134 .3
284.915317.1
72.25352.75
76.07371.40
79.90390.10
9.832.996
19.896.062
HZ 1080M D 24.80524.9
6723.8918190
319 .817193 .4
305.816440.8
76.75374.72
80.57393.37
84.39412.03
9.842.999
19.906.066
HZ 1180M A 25.85547.2
7069.3965371
333 .817946 .1
321.517284.8
80.32392.15
84.14410.81
87.96429.46
9.842.999
19.906.066
HZ 1180M B 26.48560.5
7352.91004099
345 .918596 .7
334.417978.4
82.47402.65
86.29421.30
90.11439.95
9.853.002
19.916.069
HZ 1180M C 28.07594.1
7934.81083562
370 .519919 .2
357.919241.8
87.51427.26
91.52446.84
95.53466.42
9.913.021
20.046.108
HZ 1180M D 29.01614.0
8236.31124734
383 .320607 .4
371.519973.0
90.70442.83
94.70462.36
98.71481.94
9.953.033
20.086.120
* Referring outside of HZ®-M-flange (highest value of v1; v
2), ** Referring outside of connector (highest value of v
3; v
4), *** Length of connectors = Length of AZ.
Combination HZ…M-26 / AZ 19-700
HZ®-MHZ®-M Steel Wall Systems
94.41 in.2398.0 mm
40 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 26-700 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 13.73290.7
1116.0152 390
83 .84 505
95.05 110
36.63179
41.68204
46.73228
8.372.551
14.944.553
HZ 880M A 14.59308.9
1877.8256 420
106 .75 735
122.16 565
39.55193
44.61218
49.67243
8.372.551
16.234.948
HZ 880M B 15.37325.4
2013.1274 900
114 .96 180
129.56 960
42.21206
47.26231
52.31255
8.382.554
16.244.949
HZ 880M C 15.72332.9
2105.1287 470
120 .16 455
134.97 250
43.41212
48.46237
53.51261
8.382.554
16.244.949
HZ 1080M A 16.56350.5
3361.2458 990
149 .38 025
167.49 000
46.21226
51.28250
56.35275
8.362.547
17.645.378
HZ 1080M B 17.12362.4
3608.3492 740
160 .28 615
178.79 610
48.13235
53.20260
58.27285
8.362.548
17.645.378
HZ 1080M C 18.13383.9
3905.7533 350
173 .89 345
192.010 320
51.59252
56.65277
61.72301
8.362.549
17.655.379
HZ 1080M D 18.96401.3
4196.1573 000
186 .310 015
205.211 030
54.40266
59.46290
64.52315
8.372.550
17.655.380
HZ 1180M A 19.62415.2
4414.2602 790
195 .310 500
215.011 560
56.64277
61.70301
66.76326
8.372.551
17.655.381
HZ 1180M B 20.04424.1
4605.8628 950
203 .910 960
223.412 010
58.07284
63.13308
68.19333
8.372.552
17.675.385
HZ 1180M C 20.85441.3
4886.8667 320
214 .811 550
236.512 715
60.70296
65.83321
70.95346
8.422.565
17.705.394
HZ 1180M D 21.50455.0
5107.8697 500
225 .212 105
245.413 195
62.90307
68.03332
73.15357
8.442.571
17.715.399
* Referring outside of HZ®-M-flange (v2), ** Referring outside of connector (v
3), *** Length of connectors = Length of AZ.
Combination HZ…M-12 / AZ 26-700
HZ®-MHZ®-M Steel Wall Systems
75.87 in.1927.1 mm
41Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 26-700 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 14.64309.9
1262.7172430
106 .85740
95.25120
38.38187
44.10215
49.83243
8.372.551
15.694.783
HZ 880M A 15.50328.2
2133.5291340
134 .77240
124.16670
41.30202
47.03230
52.76258
8.372.551
17.005.183
HZ 880M B 16.27344.4
2263.9309150
142 .27645
131.77080
43.93214
49.65242
55.37270
8.382.554
17.015.186
HZ 880M C 16.63351.9
2355.1321590
147 .27915
137.07365
45.13220
50.86248
56.58276
8.382.554
17.015.186
HZ 1080M A 17.47369.8
3787.7517240
183 .49860
172.19255
47.97234
53.71262
59.45290
8.362.547
18.425.613
HZ 1080M B 18.03381.5
4028.5550120
194 .010430
183.19845
49.86243
55.60271
61.34300
8.362.548
18.425.614
HZ 1080M C 19.04403.0
4322.5590270
207 .011130
196.510565
53.32260
59.05288
64.79316
8.362.549
18.425.616
HZ 1080M D 19.86420.4
4610.6629600
219 .211785
209.611270
56.13274
61.86302
67.59330
8.372.550
18.435.616
HZ 1180M A 20.52434.3
4826.7659120
227 .812245
219.411795
58.36285
64.09313
69.82341
8.372.551
18.435.617
HZ 1180M B 20.91442.6
5003.2683220
235 .212645
227.512230
59.70291
65.43319
71.16347
8.372.552
18.435.619
HZ 1180M C 21.97465.1
5393.0736440
250 .913490
242.413030
62.83307
68.80336
74.77365
8.422.565
18.545.652
HZ 1180M D 22.56477.5
5582.2762280
258 .813915
250.913490
64.84317
70.80346
76.77375
8.442.571
18.565.659
* Referring outside of HZ®-M-flange (highest value of v1; v
2), ** Referring outside of connector (highest value of v
3; v
4), *** Length of connectors = Length of AZ.
Combination HZ…M-14 / AZ 26-700
HZ®-MHZ®-M Steel Wall Systems
75.87 in.1927.1 mm
42 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 26-700 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 16.75354.7
1537.0209 880
121 .66 540
109.35 875
48.92239
52.98259
57.03278
10.083.074
16.715.093
HZ 880M A 18.15384.1
2757.2376 510
164 .18 825
151.98 165
53.63262
57.70282
61.76302
10.093.074
18.015.489
HZ 880M B 19.38410.1
2966.7405 120
176 .79 500
164.18 825
57.83282
61.89302
65.94322
10.113.081
18.035.495
HZ 880M C 19.95422.2
3113.4425 160
185 .09 945
172.69 280
59.77292
63.82312
67.88331
10.113.080
18.035.495
HZ 1080M A 21.32451.3
5134.3701 120
237 .112 745
223.111 995
64.40314
68.47334
72.55354
10.063.066
19.415.915
HZ 1080M B 22.21470.2
5522.6754 140
254 .313 670
240.612 935
67.45329
71.52349
75.60369
10.073.068
19.415.918
HZ 1080M C 23.83504.5
5994.1818 530
275 .614 815
262.114 090
72.97356
77.04376
81.11396
10.083.072
19.425.921
HZ 1080M D 25.15532.4
6456.7881 700
295 .615 890
283.115 220
77.47378
81.54398
85.60418
10.083.073
19.435.922
HZ 1180M A 26.20554.6
6803.1929 010
309 .816 655
298.816 065
81.05396
85.11416
89.17435
10.093.074
19.435.923
HZ 1180M B 26.83568.0
7087.1967 790
321 .917 305
311.616 755
83.19406
87.25426
91.32446
10.103.077
19.465.932
HZ 1180M C 28.22597.4
7583.31 035 550
342 .718 425
331.417 815
87.82429
91.93449
96.05469
10.153.094
19.515.945
HZ 1180M D 29.16617.2
7885.81 076 850
355 .619 120
345.018 550
91.01444
95.12464
99.23484
10.193.107
19.545.955
* Referring outside of HZ®-M-flange (highest value of v1; v
2), ** Referring outside of connector (highest value of v
3; v
4), *** Length of connectors = Length of AZ.
Combination HZ…M-24 / AZ 26-700
HZ®-MHZ®-M Steel Wall Systems
94.41 in.2398.0 mm
43Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION
Sectional Area
in2/ftcm2/m
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
*** AZ 26-700 Coating Area
lAZ = 60% lHZ
lb/ft2
kg/m2
lAZ = 80% lHZ
lb/ft2
kg/m2
lAZ = lHZ
lb/ft2
kg/m2
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 17.55371.5
1658.6226 490
140 .37 545
125.26 730
50.54247
55.13269
59.73292
10.083.074
17.415.307
HZ 880M A 18.94400.9
2970.4405 620
187 .710 090
172.99 295
55.25270
59.85292
64.46315
10.093.074
18.725.706
HZ 880M B 20.17426.9
3178.5434 040
199 .910 745
185.09 945
59.45290
64.04313
68.63335
10.113.081
18.745.713
HZ 880M C 20.74438.9
3324.8454 020
208 .011 185
193.410 400
61.38300
65.97322
70.57345
10.113.080
18.745.712
HZ 1080M A 22.11468.1
5492.6750 050
266 .214 310
249.813 430
66.02322
70.64345
75.26367
10.063.066
20.126.132
HZ 1080M B 23.01487.0
5879.9802 940
283 .415 235
267.414 375
69.07337
73.69360
78.30382
10.073.068
20.136.135
HZ 1080M C 24.63521.3
6349.5867 060
304 .316 360
288.815 525
74.59364
79.20387
83.81409
10.083.072
20.146.138
HZ 1080M D 25.95549.2
6810.8930 050
323 .917 415
309.816 655
79.09386
83.70409
88.30431
10.083.073
20.146.139
HZ 1180M A 26.99571.4
7156.2977 220
337 .918 165
325.517 500
82.67404
87.27426
91.87449
10.093.074
20.156.140
HZ 1180M B 27.63584.7
7439.81 015 950
350 .018 815
338.418 195
84.81414
89.41437
94.01459
10.103.077
20.166.144
HZ 1180M C 29.22618.4
8021.51 095 390
374 .620 140
361.819 450
89.84439
94.63462
99.42485
10.153.094
20.286.181
HZ 1180M D 30.15638.2
8323.01 136 560
387 .320 825
375.420 185
93.03454
97.82478
102.61501
10.193.107
20.326.194
* Referring outside of HZ®-M-flange (highest value of v1; v
2), ** Referring outside of connector (highest value of v
3; v
4), *** Length of connectors = Length of AZ.
Combination HZ…M-26 / AZ 26-700
HZ®-MHZ®-M Steel Wall Systems
94.41 in.2398.0 mm
44 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
Dimensions PROPERTIES PER FOOT OF WALL Coating Area
bsys
inmm
v1
inmm
v2
inmm
v3
inmm
v4
inmm
Sectional Area
in2/ftcm2/m
Mass
lb/ft2
kg/m2
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 18.7047.5
11.08281.4
12.54318.4
12.50317.6
– 27.69586.4
94 .28460 .3
3014.1411590
240 .412925
241.112960
1.810.552
8.522.594
HZ 880M A 18.7047.5
14.96379.9
16.67423.5
16.31414.3
– 31.28662.1
106 .46519 .8
5939.0811010
356 .219150
364.119575
1.810.551
9.853.001
HZ 880M B 18.7047.5
15.13384.3
16.66423.1
16.41416.7
– 34.37727.6
116 .98571 .1
6464.9882820
388 .120865
394.021185
1.820.554
9.853.003
HZ 880M C 18.7047.5
15.24387.1
16.71424.3
16.44417.5
– 35.81758.1
121 .88595 .1
6836.8933600
409 .222000
415.922360
1.820.554
9.853.002
HZ 1080M A 18.5047.0
19.72500.9
21.52546.5
21.08535.3
– 39.49835.9
134 .40656 .2
11736.71602720
545 .529330
556.929940
1.790.547
11.263.431
HZ 1080M B 18.5047.0
19.91505.6
21.57547.8
21.14537.1
– 41.82885.1
142 .31694 .8
12745.51740470
591 .031775
602.832410
1.800.549
11.263.431
HZ 1080M C 18.5047.0
20.10510.6
21.61548.8
21.22539.0
– 45.86970.7
156 .08762 .0
13915.71900270
644 .034625
655.735255
1.800.549
11.263.433
HZ 1080M D 18.5047.0
20.31515.9
21.71551.5
21.27540.3
– 49.171040.9
167 .35817 .1
15075.72058680
694 .337330
708.738100
1.800.549
11.263.433
HZ 1180M A 18.7047.5
20.51520.9
21.83554.5
21.31541.3
– 51.791096.3
176 .26860 .6
15938.92176560
730 .139250
747.940210
1.810.551
11.273.434
HZ 1180M B 18.7047.5
20.65524.5
21.84554.9
21.38543.0
– 53.511132.6
182 .11889 .1
16715.12282550
765 .241140
781.942040
1.820.553
11.293.440
HZ 1180M C 18.7047.5
20.58522.8
22.07560.6
21.34542.1
– 56.581197.6
192 .56940 .1
17798.22430450
806 .443355
833.944835
1.830.558
11.343.457
HZ 1180M D 18.7047.5
20.78527.9
22.03559.5
21.46545.2
– 59.121251.5
201 .21982 .4
18656.72547690
846 .945530
869.346735
1.850.564
11.373.464
* Referring outside of HZ®-M-flange (v2). ** Referring outside of connector (v
3).
Combination C 1
D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28', 100 mm/m) over the whole pile length + 19.68" (500 mm) continuous weld at top and toe
HZ®-MHZ®-M Steel Wall Systems
45Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
SECTION
Dimensions PROPERTIES PER FOOT OF WALL Coating Area
bsys
inmm
v1
inmm
v2
inmm
v3
inmm
v4
inmm
Sectional Area
in2/ftcm2/m
Mass
lb/ft2
kg/m2
Moment of Inertia
in4/ftcm4/m
*Elastic Section Modulus
in3/ftcm3/m
**Elastic Section Modulus
in3/ftcm3/m
Waterside
ft2/ftm2/m
Landside
ft2/ftm2/m
HZ 680M LT 37.4095.0
11.39289.2
12.23310.7
12.81325.4
13.67347.1
28.38601.0
96 .63471 .8
3121.2426220
255 .213720
228.412280
3.531.075
10.243.117
HZ 880M A 37.4095.0
15.31389.0
16.32414.4
16.67423.4
17.67448.9
31.97676.7
108 .81531 .2
6126.0836540
375 .420185
346.618635
3.531.074
11.623.542
HZ 880M B 37.4095.0
15.44392.1
16.35415.3
16.72424.6
17.63447.7
35.03741.5
119 .21582 .0
6641.1906880
406 .221840
376.720255
3.551.081
11.643.549
HZ 880M C 37.4095.0
15.54394.6
16.41416.8
16.73425.1
17.61447.3
36.47772.0
124 .12606 .0
7012.4957590
427 .322975
398.221410
3.541.080
11.643.548
HZ 1080M A 37.0094.0
20.09510.4
21.14537.0
21.45544.8
22.50571.4
40.19850.8
136 .79667 .9
12054.71646140
570 .230655
535.928810
3.501.066
13.023.969
HZ 1080M B 37.0094.0
20.24514.1
21.23539.3
21.48545.5
22.47570.7
42.48899.2
144 .57705 .9
13045.21781400
614 .533035
580.631215
3.511.068
13.033.971
HZ 1080M C 37.0094.0
20.40518.3
21.30541.1
21.52546.7
22.42569.6
46.52984.8
158 .33773 .0
14212.41940790
667 .135865
633.834075
3.521.072
13.043.974
HZ 1080M D 37.0094.0
20.59523.1
21.43544.3
21.55547.5
22.39568.8
49.841054.9
169 .60828 .1
15370.62098950
717 .238560
686.436905
3.521.073
13.043.975
HZ 1180M A 37.4095.0
20.77527.6
21.57547.8
21.58548.0
22.37568.2
52.451110.2
178 .50871 .5
16231.22216470
752 .640460
725.639010
3.521.074
13.053.977
HZ 1180M B 37.4095.0
20.86529.9
21.63549.5
21.59548.3
22.36567.9
54.051144.1
183 .95898 .1
16952.42314950
783 .642130
758.240765
3.541.078
13.083.988
HZ 1180M C 37.4095.0
20.87530.2
21.78553.2
21.64549.5
22.54572.5
57.371214.4
195 .26953 .3
18147.92478200
833 .344800
805.243290
3.571.087
13.154.009
HZ 1180M D 37.4095.0
20.97532.7
21.84554.7
21.65550.0
22.52572.0
59.681263.2
203 .09991 .6
18888.92579400
864 .946500
838.845095
3.611.099
13.184.018
* Referring outside of HZ®-M-flange (v2). ** Referring outside of connector (v
3).
Combination C 23
D = discontinuous weld, a = 0.236" (6 mm), 10% of length (3.94" per 3.28', 100 mm/m) over the whole pile length + 19.68" (500 mm) continuous weld at top and toeR = continuous weld, a = 0.236" (6 mm), length 19.68" (500 mm) at top and toe only
Form a Form b
HZ®-MHZ®-M Steel Wall Systems
46 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
HZ®-MHZ®-M Steel Wall Systems
AMERICAN CANADIAN EUROPEAN
ASTMYIELD STRENGTH
CSA G40 .21YIELD STRENGTH
EN 10248YIELD STRENGTH
ksi MPa ksi MPa ksi MPa
A 328 39 270 Grade 260 W 38 260 S 240 GP 35 240
A 572 Grade 42 42 290 Grade 300 W 43 297 S 270 GP 39 270
A 572 Grade 50 50 345 Grade 355 W 51 355 S 320 GP 46 315
A 572 Grade 55 55 380 Grade 400 W 58 400 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 S 460 AP** 67 460
A 690* 57 390
* Not available for AZ48/50/52-700, HZ1080M C-D, and HZ1180M A-D. ** Not available for HZ1180M C-D.
Delivery Conditions & Tolerances
HZ®-M & AZ PILES ASTM A 6 EN 10248
Mass ± 2.5% ± 5%
Length + 5 in. – 0 in. ± 200 mm
Height ± 5 mm
Width ± 2%
Width Interlocked ± 3%
Straightness 0.2% of the length
Ends out of Square ± 2% of the width
AZ Pile
Thickness ≤ 8.5 mm ± 0.5 mm
> 8.5 mm ± 6%
HZ®-M Pile
Thickness ≤ 12.5 mm + 2.0, -1.0 mm
> 12.5 + 2.5, -1.5 mm
Maximum Rolled Lengths†
HZ®-M 108.3 ft. 33.0 m
AZ 101.7 ft. 31.0 m
RZD/RZU 78.7 ft. 24.0 m (Length does not restrict wall height)
RH 78.7 ft. 24.0 m (Length does not restrict wall height)
† Longer lengths may be possible upon request.
Available Steel Grades
Recycled Content: 100%
Recyclable: 100%
H-pile (also referred to as HBP or HP) is manufactured by Nucor and constitutes most of the steel pile supplied by
Nucor Skyline. For the first time in several decades, Nucor recently expanded the H-pile range. Traditionally, H-pile
was made in 8-, 10-, 12-, and 14-inch sizes. The capacity of previous sections has been nearly doubled through the
addition of new ranges of 16- and 18-inch pile. Like all other steel produced using the electric arc furnace, H-pile is
made from 100% scrap and is 100% recyclable.
Applications of H-Pile
H-piles are commonly used as bearing piles and are driven into the ground to support bridges, buildings, factories,
stadiums, and nearly every other type of structure. H-piles are most effective as end-bearing piles, but also resist
load through skin friction. H-piles are also used for walers and bracing in cofferdams and in beam and lagging walls.
H-PileH-Piles
Wichita, KS
Grand Rapids, MI
Los Angeles, CA
H-Pi
le
49Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
HPSteel H-Pile
SECTION
Weight
lb/ftkg/m
Area
in2
cm2
Depth d
inmm
Flange Width
b
inmm
THICKNESS
Coating Area
ft2/ftm2/m
PROPERTIES
Flange (tf)
inmm
Web (tw)
inmm
AXIS X-X AXIS Y-Y
I
in4
cm4
S
in3
cm3
Z
in3
cm3
r
incm
I
in4
cm4
S
in3
cm3
Z
in3
cm3
r
incm
HP 8HP 200
3654
10.668.4
8.02204
8.16207
0.44511.3
0.44511.3
3.921.19
1194953
29.8488
33.6550.6
3.368.53
40.31677
9.88162
15.2249.1
1.954.95
HP 10HP 250
4263
12.480.0
9.70246
10.10257
0.42010.7
0.41510.5
4.831.47
2108741
43.4711
48.3791.5
4.1310.5
71.72984
14.2233
21.8357.2
2.416.12
5785
16.7108
9.99254
10.20259
0.56514.4
0.56514.4
4.911.50
29412237
58.8964
66.51089.7
4.1810.6
1014204
19.7323
30.3496.5
2.456.22
HP 12HP 310
5379
15.5100
11.80300
12.00305
0.43511.0
0.43511.0
5.821.77
39316358
66.71093
74.01212.6
5.0312.8
1275286
21.1346
32.2527.7
2.867.26
6394
18.4119
11.90302
12.10307
0.51513.1
0.51513.1
5.861.79
47219646
79.11296
88.31447.0
5.0612.9
1536368
25.3415
38.7634.2
2.887.32
74110
21.8141
12.10307
12.20310
0.61015.5
0.60515.4
5.911.80
56923683
93.81537
1051720.6
5.1113.0
1867742
30.4498
46.6763.6
2.927.42
84125
24.6159
12.30312
12.30312
0.68517.4
0.68517.4
5.971.82
65027055
1061737
1201966.4
5.1413.1
2138866
34.6567
53.2871.8
2.947.47
89132
25.9167
12.36314
12.32313
0.72018.3
0.72018.3
6.041.84
68928700
111.61830
126.32070
5.1613.1
2259370
36.5599
56.2922
2.947.48
102152
29.9193
12.56319
12.64321
0.81920.8
0.81920.8
6.171.88
81133800
129.32120
147.62420
5.2013.2
27611500
43.7716
67.11100
3.047.71
117174
34.4222
12.76324
12.87327
0.92923.6
0.92923.6
6.261.91
94639400
148.22430
170.82800
5.2413.3
33113800
51.4843
79.31300
3.117.89
HP 14HP 360
73109
21.4138
13.60345
14.60371
0.50512.8
0.50512.8
6.962.12
72930343
1071753
1181933.7
5.8414.8
26110864
35.8587
54.6894.7
3.498.86
89132
26.1168
13.80351
14.70373
0.61515.6
0.61515.6
7.022.14
90437627
1312147
1462392.5
5.8814.9
32613569
44.3726
67.71109.4
3.538.97
102152
30.1194
14.00356
14.80376
0.70517.9
0.70517.9
7.062.15
105043704
1502458
1692769.4
5.9215.0
38015817
51.4842
78.81291.3
3.569.04
117174
34.4222
14.20361
14.90378
0.80520.4
0.80520.4
7.122.34
122050780
1722819
1943179.1
5.9615.1
44318439
59.5975
91.41497.8
3.599.12
HP 16HP 410
88131
25.8167
15.30389
15.70399
0.54013.7
0.54013.7
7.522.29
111046201
1452376
1612638.3
6.5616.7
34914526
44.5729
68.21117.6
3.689.35
101150
29.9193
15.50394
15.80401
0.62515.9
0.62515.9
7.562.30
130054110
1682753
1873064.4
6.5916.7
41217149
52.2855
80.11312.6
3.719.42
121180
35.8231
15.80401
15.90404
0.75019.1
0.75019.1
7.622.32
159066180
2013294
2263703.5
6.6616.9
50420978
63.41039
97.61599.4
3.759.53
141210
41.7269
16.00406
16.00406
0.87522.2
0.87522.2
7.692.34
187077835
2343835
2644326.2
6.7017.0
59924932
74.91227
1161900.9
3.799.63
162241
47.7308
16.30414
16.10409
1.00025.4
1.00025.4
7.752.36
219091154
2694408
3065014.4
6.7817.2
69729011
86.61419
1342195.9
3.829.70
183272
54.1349
16.50419
16.30414
1.13028.7
1.13028.7
7.812.38
2510104473
3044982
3495719.1
6.8117.3
81834047
100.01639
1562556.4
3.899.88
HP 18HP 460
135201
39.9257
17.50445
17.80452
0.75019.1
0.75019.1
8.542.60
220091570
2514113
2814604.7
7.4318.9
70629386
79.31299
1221999.2
4.2110.7
157234
46.2298
17.70450
17.90455
0.87022.1
0.87022.1
8.602.62
2570106971
2904752
3275358.5
7.4618.9
83334672
93.11526
1432343.3
4.2510.8
181269
53.2343
18.00457
18.00457
1.00025.4
1.00025.4
8.662.64
3020125701
3365506
3796210.7
7.5319.1
97440541
108.01770
1672736.6
4.2810.9
204304
60.2388
18.30465
18.10460
1.13028.7
1.13028.7
8.732.66
3480144847
3806227
4337095.6
7.6019.3
112046618
124.02032
1913129.9
4.3111.0
50 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
AMERICAN CANADIAN EUROPEAN**
ASTMYIELD STRENGTH
CSA G40 .21YIELD STRENGTH
EN 10034YIELD STRENGTH
ksi MPa ksi MPa ksi MPa
A 36 36 250 Grade 300 W 44 300 HISTAR 355 51 355
A 572 Grade 50 50 345 Grade 350 W 50 350 HISTAR 420 61 420
A 572 Grade 60 60 415 HISTAR 460 67 460
A 588 50 345
A 690 50 345
A 709 50 345
A 913* 60 415
A 913* 65 450
Highlighted fields represent the most commonly used and readily available steel grades. * Available for HP12x89 and larger. ** HISTAR only available in some sizes.
HPSteel H-Pile
Splicer and H-Pile Point
Delivery Conditions & Tolerances
ASTM A 6
Mass ± 2.5%
Length§
30 ft. and Under ± 0.375 in.
Over 30 ft. + (0.375 in. + (length - 30)/80) – 0.375 in.
Depth ± 0.125 in. – 0.1875 in.
Flange Width + 0.25 in.
Flanges out of Square
HP 8 x 42 - HP 12 x 84 ≤ 0.25 in.
HP 14 x 73 - HP 14 x 117 ≤ 0.3125 in.
Web off Center ≤ 0.1875 in.
Greatest Depth over Theoretical ≤ 0.25 in.
Camber and Sweep***
45 ft. and Under (0.125")(Length in ft./10) but not over 0.375"
Over 45 ft. (0.375") + (0.125" (Length in ft. - 45)/10)
§ For HP ordered as bearing piles, length tolerances are +5 in. and -0 in.
***For the HP 10 x 42, 12 x 53, 12 x 63, 14 x 73, and 14 x 89 ordered as columns, tolerances are subject to negotiation with manufacturer.
Maximum Rolled Lengths†
HP 130 ft. 39.6 m
† Longer lengths may be possible upon request.
Splicer H-Pile Point
Available Steel Grades
Recycled Content: 70%
Recyclable: 100%
Nucor Skyline manufactures three types of pipe: Straight seam (ERW), spiralweld and rolled & welded. They are all
made from steel that has similar physical and chemical properties. All of these types of pipe are welded with full
penetration welds that are just as strong as the base material.
ERW Pipe
ERW pipe is made from steel coil and the weld seam runs parallel to the pipe. The width of the coil is the same as
the circumference of the pipe so diameters are limited to 24 inches. However, the manufacturing process is fast so
it is ideal for large production runs of small (<= 24 in.) diameter sections.
Spiralweld Pipe
Spiralweld pipe, like ERW, is also manufactured from steel coil. The difference is the coil is wound at an angle, so
the weld runs around the outside of the pipe in the shape of a helix. This allows for a lot more variation in diameter
and thickness than ERW pipe. Spiralweld pipe is most commonly used for pipe diameters between 24 in. and 120
in. and for thicknesses of 1.0 in. or less.
Rolled and Welded Pipe
Rolled and welded pipe is made from sections of plate rolled into cans. The seam of the can is welded and then the
individual cans are welded together to make the finished pipe. Rolled and welded pipe can be made in diameters
of up to 16 feet and over 2.0 inches in thickness.
Pipe is ideal for bearing piles since it can be produced in a wide variety of sizes, grades, and lengths. It is also
easy to splice and can be driven open or closed-ended. Closed-ended pipe can be filled with concrete to increase
the total capacity after the pile has been driven. The American Society of Civil Engineers (ASCE) recommends a
lower safety factor for concrete-filled, closed-ended pipe than any other type of foundation pile (driven or drilled),
primarily due to the predictability of a quality installed product. Pipe can also be used for:
Pipe
• Pipe-Z Combination Walls
• Casing for Drilled Shafts
• Bracing for Cofferdams or Excavation Support
• Mine Shafts
• Sign Poles
• Jack & Bored Installations
• Tanks
• Transmission Lines
Pipe
Camden, NJLos Angeles, CA
Seattle, WA
Pipe
53Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
PIPE WEIGHT lbs/ft (kg/m)
Outside Diameter (D
O)
in mm
WALL THICKNESS (t) in (mm)
0 .1794 .55
0 .1884 .78
0 .2035 .16
0 .2195 .56
0 .2506 .35
0 .3127 .92
0 .3759 .53
0 .50012 .70
0 .56214 .29
0 .62515 .88
2 3/860 .33
4.226.29
4.386.54
4.727.03
5.027.52
2 7/873 .03
5.187.72
5.398.03
5.798.65
6.219.26
7.0210.46
3 1/288 .90
6.389.51
6.649.90
7.1610.67
7.5811.44
8.6912.95
4101 .60
7.3410.94
7.6611.39
8.2412.29
8.8413.18
10.0214.94
12.3318.36
14.5321.66
4 1/2114 .30
8.3012.37
8.6412.89
9.3313.91
10.0114.92
11.3616.93
13.9920.85
6 5/8168 .28
12.3818.46
12.9219.23
13.9420.79
14.9822.33
17.0225.40
21.0431.44
25.0337.35
32.7148.80
36.4254.34
7177 .80
13.1019.53
13.6520.36
14.7522.00
15.5923.64
18.0426.89
22.3433.30
26.5039.59
34.7451.79
8 5/8219 .08
16.2224.18
16.9425.21
18.2927.26
19.6629.30
22.3633.36
27.8141.39
33.0449.30
43.4364.74
48.4872.27
53.4579.68
9 5/8244 .48
18.0826.90
18.9728.23
20.4530.43
22.0232.77
25.0646.23
31.0646.23
37.0855.19
48.7772.59
10 3/4273 .05
20.2330.10
21.2331.59
22.8934.06
24.6536.69
28.0641.76
34.8151.81
40.52 (0.365)60.30
54.7981.54
12304 .80
22.6233.66
23.7435.33
25.6038.10
27.5841.04
31.4046.73
38.9858.01
46.6069.35
61.4791.49
12 3/4323 .85
24.0535.80
25.2537.57
27.2340.52
29.3443.66
33.4149.71
41.4861.74
49.6173.83
65.4897.45
14355 .60
26.4539.36
27.7641.31
29.9444.56
32.2648.01
36.7554.69
45.6567.94
54.6281.28
72.16107.38
16406 .40
30.2745.05
31.7847.29
34.2851.02
36.9554.98
42.0962.64
52.3277.87
62.6493.21
82.85123.29
92.83138.38
102.72153.13
18457 .20
47.4470.59
58.9987.79
70.65105.15
93.54139.20
104.76155.90
20508 .00
52.7878.55
65.6697.72
78.67117.08
104.23155.11
116.88174.23
129.45192.64
24609 .6
79.01117.57
94.71140.94
125.61186.92
140.93210.09
156.17232.41
Please inquire about additional diameters and thicknesses.
DO
DI
t
ERW Pipe
APPROXIMATE VALUES
Pipe Weight (lbs/ft) = 10.69*t*(DO-t)
DO (in) - outside diameter
t (in) - thickness of pipe
Pipe Weight (kg/m) = 0.0247*t*(DO-t)
DO (mm) - outside diameter
t (mm) - thickness of pipe
54 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
ERW Pipe
Maximum Rolled Lengths†
ERW 80 ft. 24.4 m
† Longer lengths may be possible upon request.
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
ksi MPa ksi MPa
A 139 Grade A 30 205 A 252 Grade 1 30 205
A 139 Grade B 35 240 A 252 Grade 2 35 240
A 139 Grade C 42 290 A 252 Grade 3 45 310
A 139 Grade D 46 315 A 252 Grade 3 (Mod) 50 345
A 139 Grade E 52 360 A 252 Grade 3 (Mod)* 55-80 379-555
AWWA C200
Highlighted fields represent the most commonly used and readily available steel grades. *Availability is dependent on pipe diameter and thickness.
ASTM
A 588
A 690
A 572
A 709
A 1011
A 1018
Abrasion Resistant
Easy Weight Calculator (All Dimensions in inches. Density of steel = 0.2836 lbs/in3)
Delivery Conditions & Tolerances**
ASTM
Pipe Piles:
Outside Diameter ± 1%
Weight/Thickness – 5%/+10%
Length ± 1 in.
**Tighter specifications may be possible upon request.
Rectangles and Squares
Weight (lbs) = A x B x Thickness x 0.2836
Circular Plates
Weight (lbs) = Thickness xπ
(D2) x 0.28364
Area = π
D2 4
DRings
Area = π
(DO2 - DI
2) 4
Weight (lbs) = Thickness xπ
(DO2 - DI
2) x 0.28364
DO
DI
Pipe Manufacturing Specifications
Steel Specification
Steel Pipe Specification
When specifying steel pipe it is important to note that there are often multiple ASTM specifications involved. Steel coil, for the production of ERW and spiralweld pipe, is manufactured to A1011 and A1018. This coil is often made to meet the physical and chemical requirements of steel grades like A36, A572, & A709.
Pipe manufacturing is different from steel grade and falls under specifications like A139 and A252. These specifications control the manufacturing tolerances of the pipe.
If the designer requires a steel grade that is more specific than the requirements that are described in A252 or other pipe manufacturing specifications it would be acceptable to specify steel pipe like below.
A252 Gr. 3 with physical and chemical requirements that meet A572 Gr. 55
55Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
PIPE WEIGHT lbs/ft (kg/m)
Outside Diameter (D
O)
in mm
Wall Thickness (t) in (mm)
0 .1884 .78
0 .2035 .16
0 .2195 .56
0 .2506 .35
0 .3127 .92
0 .3759 .53
0 .50012 .70
0 .62515 .88
0 .75019 .05
1 .00025 .40
16406 .4
31.7847.29
34.2851.02
36.9554.98
42.0962.64
52.3277.87
62.6493.21
82.85123.29
18457 .2
35.8053.27
38.6257.47
41.6361.95
47.4470.59
58.9987.79
70.65105.15
93.54139.20
116.09172.78
20508 .0
39.8259.25
42.9663.93
46.3168.92
52.7878.55
65.6697.72
78.67117.08
104.23155.11
129.45192.64
24609 .6
47.8671.22
51.6476.85
55.6782.85
63.4794.46
79.01117.57
94.71140.94
125.61186.92
156.17232.41
186.41277.40
245.87365.94
30762 .0
79.51118.32
99.02147.36
118.76176.73
157.68234.65
196.26292.07
234.51348.99
310.01461.35
36914 .4
95.54142.18
119.03177.14
142.81212.53
189.75282.38
236.35351.73
282.62420.58
374.15556.80
421067
111.58116.05
139.04206.92
166.86248.32
221.82330.10
276.44411.38
330.72492.17
438.29652.25
481219
127.61189.91
159.05236.70
190.92284.12
253.89377.83
316.52471.04
378.83563.76
502.43747.70
541372
214.97319.91
285.96425.55
356.61530.70
426.93635.35
566.57843.15
601524
239.02355.70
318.03473.28
396.70590.35
475.04706.93
630.71938.60
721829
287.13427.29
382.17568.73
476.87709.67
571.25850.11
758.991129.50
842134
446.31664.18
557.05828.98
667.46993.29
887.271320.41
962438
510.45759.63
637.22948.30
763.671136.46
1015.551511.31
1082743
574.59855.08
717.401067.61
859.881279.64
1143.831702.21
1203048
797.571186.92
956.091422.85
1272.111893.11
Please inquire about additional diameters and thicknesses.
DO
DI
t
Spiralweld Pipe
APPROXIMATE VALUES
Pipe Weight (lbs/ft) = 10.69*t*(DO-t)
DO (in) - outside diameter
t (in) - thickness of pipe
Pipe Weight (kg/m) = 0.0247*t*(DO-t)
DO (mm) - outside diameter
t (mm) - thickness of pipe
56 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
ksi MPa ksi MPa
A 139 Grade A 30 205 A 252 Grade 1 30 205
A 139 Grade B 35 240 A 252 Grade 2 35 240
A 139 Grade C 42 290 A 252 Grade 3 45 310
A 139 Grade D 46 315 A 252 Grade 3 (Mod) 50 345
A 139 Grade E 52 360 A 252 Grade 3 (Mod)* 55-80 379-555
AWWA C200
Highlighted fields represent the most commonly used and readily available steel grades. *Availability is dependent on pipe diameter and thickness.
ASTM
A 588
A 690
A 572
A 709
A 1011
A 1018
Abrasion Resistant
Spiralweld Pipe
Easy Weight Calculator (All Dimensions in inches. Density of steel = 0.2836 lbs/in3)
Delivery Conditions & Tolerances**
ASTM
Pipe Piles:
Outside Diameter ± 1%
Weight/Thickness – 5%/+10%
Length ± 1 in.
**Tighter specifications may be possible upon request.
Maximum Rolled Lengths†
Spiralweld 130 ft. 39.6 m
† Longer lengths may be possible upon request.
Rectangles and Squares
Weight (lbs) = A x B x Thickness x 0.2836
Circular Plates
Weight (lbs) = Thickness xπ
(D2) x 0.28364
Area = π
D2 4
DRings
Area = π
(DO2 - DI
2) 4
Weight (lbs) = Thickness xπ
(DO2 - DI
2) x 0.28364
DO
DI
Pipe Manufacturing Specifications
Steel Specification
Steel Pipe Specification
When specifying steel pipe it is important to note that there are often multiple ASTM specifications involved. Steel coil, for the production of ERW and spiralweld pipe, is manufactured to A1011 and A1018. This coil is often made to meet the physical and chemical requirements of steel grades like A36, A572, & A709.
Pipe manufacturing is different from steel grade and falls under specifications like A139 and A252. These specifications control the manufacturing tolerances of the pipe.
If the designer requires a steel grade that is more specific than the requirements that are described in A252 or other pipe manufacturing specifications it would be acceptable to specify steel pipe like below.
A252 Gr. 3 with physical and chemical requirements that meet A572 Gr. 55
57Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
DO
DI
t
Rolled and Welded Pipe
APPROXIMATE VALUES
Pipe Weight (lbs/ft) = 10.69*t*(DO-t)
DO (in) - outside diameter
t (in) - thickness of pipe
Pipe Weight (kg/m) = 0.0247*t*(DO-t)
DO (mm) - outside diameter
t (mm) - thickness of pipe
PIPE WEIGHT lbs/ft (kg/m)
Outside Diameter (D
O)
in mm
Wall Thickness (t) in (mm)
0 .2506 .35
0 .3127 .92
0 .3759 .52
0 .43811 .13
0 .50012 .70
0 .56214 .27
0 .62515 .87
0 .68817 .48
0 .75019 .05
0 .87522 .22
1 .00025 .40
1 .25031 .75
1 .37534 .92
1 .50 - 2 .2538 .10 - 57 .15
24609 .6
63.4794.47
79.01117.59
94.71140.96
110.32164.20
125.61186.95
140.81209.58
156.18232.44
171.46255.18
186.41277.44
30762 .0
79.51118.34
99.02147.37
118.76176.76
138.42206.01
157.68234.68
176.86263.23
196.26292.11
215.58320.86
234.51349.04
272.43405.47
310.01461.41
36914 .4
95.54142.20
119.03177.16
142.81212.56
166.51247.83
189.75282.41
212.91316.88
236.35351.77
259.71386.54
282.62420.64
328.55489.00
374.15556.87
464.35691.12
421066 .8
111.58166.07
139.04206.94
166.87248.35
194.61289.64
221.82330.15
248.95370.53
276.44411.44
303.84452.22
330.73492.23
384.68572.53
438.30652.34
544.53810.45
597.14888.76 Max. wall
thickness of 1.50" (38.1mm). Please call for weight.
481219 .2
127.61189.93
159.05236.73
190.92284.15
222.70331.45
253.89377.88
285.00424.18
316.53471.10
347.97517.90
378.83563.83
440.80656.06
502.44747.80
624.71929.78
685.341020.02
541371 .6
143.65213.80
179.07266.51
214.97319.95
250.79373.27
285.96425.61
321.05477.83
356.62530.77
392.10583.58
426.94635.43
496.92739.59
566.58843.26
704.881049.11
773.531151.28
601524 .0
159.68237.66
199.08296.30
239.02355.75
278.89415.08
318.03473.34
357.10531.48
396.70590.43
436.23649.26
475.04707.03
553.05823.13
630.72938.73
785.061168.44
861.731282.54
Max. wall thickness of
1.625" (41.3mm).Please call for weight.
661676 .4
175.72261.53
219.09326.08
263.08391.55
306.98456.89
350.10521.07
393.14585.13
436.79650.10
480.35714.94
523.15778.63
609.17906.66
694.861034.19
865.231287.77
949.921413.81
721828 .8
191.75285.40
239.10355.87
287.13427.35
335.07498.70
382.17568.80
429.19638.78
476.88709.76
524.49780.62
571.25850.22
665.29990.19
759.001129.65
945.411407.10
1038.111545.07
Max. wall thickness of
1.75" (44.4mm). Please call for weight.
781981 .2
207.79309.26
259.11385.65
311.18463.15
363.17540.52
414.24616.54
465.24692.43
516.97769.43
568.62846.30
619.36921.82
721.421073.72
823.141225.12
1025.591526.42
1126.311676.33
842133 .6
223.82333.13
279.13415.44
335.24498.95
391.26582.33
446.31664.27
501.28746.08
557.06829.09
612.74911.98
667.47993.42
777.541157.25
887.281320.58
1105.761645.75
1214.501807.60
902286 .0
239.86356.99
299.14445.22
359.29534.75
419.35624.14
478.38712.00
537.33799.73
597.14888.76
656.87977.65
715.571065.02
833.661240.78
951.421416.04
1185.941765.08
1302.691938.86
962438 .4
255.90380.86
319.15475.01
383.34570.54
447.45665.96
510.45759.73
573.38853.38
637.23948.42
701.001043.33
763.681136.61
889.791324.31
1015.561511.51
1266.111884.41
1390.892070.12
Max. wall thickness of
2.00" (50.8mm). Please call for weight.
1022590 .8
271.93404.73
339.16504.79
407.39606.34
475.54707.77
542.52807.46
609.43907.03
677.321008.09
745.131109.01
811.781208.21
945.911407.84
1079.701606.97
1346.292003.74
1479.082201.38
1082743 .2
287.97428.59
359.17534.58
431.45642.14
503.64749.58
574.60855.20
645.47960.69
717.411067.75
789.261174.69
859.891279.81
1002.031491.37
1143.851702.44
1426.472123.07
1567.272332.65
1142895 .6
304.00452.46
379.19564.36
455.50677.94
531.73791.40
606.67902.93
681.521014.34
757.501127.42
833.391240.37
907.991351.41
1058.161574.90
1207.991797.90
1506.642242.40
1655.472463.91
1203048 .0
320.04476.32
399.20594.14
479.55713.74
559.82833.21
638.74950.66
717.571067.99
797.581187.08
877.521306.05
956.101423.01
1114.281658.43
1272.131893.36
1586.822361.73
1743.662595.17
Max. wall thickness of 2.25" (57.1mm).
Please call for weight.
1263200 .4
419.21623.93
503.61749.54
587.92875.02
670.81998.39
753.611121.64
837.671246.75
921.651371.73
1004.211494.60
1170.401741.96
1336.271988.83
1666.992481.06
1831.862726.43
1323352 .8
439.22653.71
527.66785.34
616.01916.84
702.881046.12
789.661175.29
877.761306.41
965.781437.41
1052.311566.20
1226.531825.49
1400.412084.29
1747.172600.39
1920.052857.70
1383505
551.71821.14
644.10958.65
734.951093.85
825.711228.94
917.851366.08
1009.901503.09
1100.421637.80
1282.651909.03
1464.552179.75
1827.352719.75
2008.242988.96
1443657 .6
575.76856.94
672.201000.46
767.021141.59
861.761282.59
957.941425.74
1054.031568.77
1148.521709.40
1338.771992.56
1528.692275.22
1907.522839.05
2096.443120.22
1503810 .0
599.82892.73
700.291042.28
799.091189.32
897.801336.24
998.021485.41
1098.161634.44
1196.631780.99
1394.902076.09
1592.832370.68
1987.702958.38
2184.633251.48
1563962 .4
623.87928.53
728.391084.09
831.161237.05
933.851389.89
1038.111545.07
1142.291700.12
1244.731852.59
1451.022159.62
1656.972466.15
2067.873077.71
2272.823382.75
1624114 .8
756.481125.90
863.231284.78
969.901443.54
1078.201604.73
1186.421765.80
1292.841924.19
1507.142243.15
1721.112561.61
2148.053197.04
2361.023514.01
1684267 .2
784.571167.71
895.301332.51
1005.941497.19
1118.291664.40
1230.551831.48
1340.941995.79
1563.272326.68
1785.252657.07
2228.233316.37
2449.213645.27
169-2044293 - 5182
Please call for weight.
58 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
ksi MPa ksi MPa
A 139 Grade A 30 205 A 252 Grade 1 30 205
A 139 Grade B 35 240 A 252 Grade 2 35 240
A 139 Grade C 42 290 A 252 Grade 3 45 310
A 139 Grade D 46 315 A 252 Grade 3 (Mod) 50 345
A 139 Grade E 52 360
Highlighted fields represent the most commonly used and readily available steel grades. Additional grades available upon request.
ASTMYIELD STRENGTH
ASTMYIELD STRENGTH
ksi MPa ksi MPa
A 36 36 250 A 516 Grade 55 30 205
A 572 Grade 42 42 290 A 516 Grade 60 32 220
A 572 Grade 50 50 345 A 516 Grade 65 35 240
A 572 Grade 55 55 380 A 516 Grade 70 38 260
A 572 Grade 60 60 415
A 572 Grade 65 65 450
A 588 50 345
Rolled and Welded Pipe
Additional Capabilities
Steel Specification
Pipe Manufacturing Specifications
Delivery Conditions & Tolerances
ASTM
Outside Diameter ± 1%
Weight/Thickness Per Specification
Length ± 1 in.
Maximum Rolled Lengths†
Rolled & Welded 120 ft. 36.6 m
† Longer lengths may be possible upon request.
Installation of: Bands, Cutting Shoes, End Plates, Carbide Teeth, Rolled Channel and Angle Iron, Twisting Slots, Picking Eyes, Lifting Lugs, etc.
Fabrication of Segmented Fittings: Elbows, Wyes, Laterals, Tees, Concentric and Eccentric Reducers.
Manufacturers of concentric tapered pipe from .250" to 2" wall thickness.
Pipe manufactured to American Welding Society standards. Structural welding code AWS D1.1 or D1.5 is also available.
Steel Pipe Specification
When specifying steel pipe it is important to note that there are often multiple ASTM specifications involved. Steel plate, for the production of rolled and welded pipe, is often manufactured to specifications like A36, A572, & A709.
Pipe manufacturing is different from steel grade and falls under specifications like A139 and A252. These specifications control the manufacturing tolerances of the pipe.
If the designer requires a steel grade that is more specific than the requirements that are described in A252 or other pipe manufacturing specifications it would be acceptable to specify steel pipe like below.
A252 Gr. 3 with physical and chemical requirements that meet A572 Gr. 55
Recycled Content: 100%
Recyclable: 100%
Nucor Skyline takes great pride in providing a wide range of structural sections from several different mills. All
sections (including jumbo beams and columns) found in the American Institute of Steel Construction (AISC) manual
are available.
Applications of Structural Sections
Foundation contractors utilize beams and columns for bracing systems of cofferdams, beam and lagging walls,
and secant pile walls. Channels and miscellaneous channel sections are often used to make walers for anchorage
systems and caps for sheet pile walls.
Structural SectionsStructural Sections
Chicago, IL
Newark, NJ
Snohomish County, WA
Stru
ctur
al
Sect
ions
61Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Structural Sections
Available Steel Grades
AMERICAN CANADIAN EUROPEAN*
ASTMYIELD STRENGTH
CSA G40 .21YIELD STRENGTH EN 10025 &
EN 10113
YIELD STRENGTH
ksi MPa ksi MPa ksi MPa
A 36 36 250 Grade 350 W 50 350 S 235 34 235
A 572 Grade 50 50 345 S 275 40 275
A 588 50 345 S 355 51 355
A 690 50 345 S 460 HISTAR 67 460
A 709 50 345
A 913 50 345
A 913 65 450
A 992 50 345
Highlighted fields represent the most commonly used and readily available steel grades. Additional grades available upon request. *HISTAR only available in some sizes.
Delivery Conditions & Tolerances
ASTM A 6
Mass ± 2.5%
Depth ± 0.125 in.
Length 30 ft. and under Over 30 ft.
Beams W 24 and Under ± 0.375 in. + ( 0.375 in. + (Length - 30) / 80 -0.375 in.
Beams Over W 24 ± 0.5 in. + ( 0.5 in. + (Length - 30) / 80 -0.375 in.
Flanges out of Square
Beams W 12 and Under ≤ 0.25 in.
Beams Over W 12 ≤ 0.3125 in.
Web off Center ≤ 0.1875 in.
Greatest Depth over Theoretical ≤ 0.25 in.
Camber and Sweep (0.125 in) * (Length / 10)
Camber and Sweep for Columns**
45 ft. and Under (0.125 in) * (Length / 10) but not over 0.375 in.
Over 45 ft. (0.375 in) + (0.125 in * (Length - 45) / 10
** W 8 x 31 and heavier, W 10 x 49 and heavier, W 12 x 65 and heavier, and W 14 x 90 and heavier order as columns. If other sections are ordered as columns, the tolerances are subject to negotiation with manufacturer.
Beams
62 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Structural Sections
AMERICAN
ASTMYIELD STRENGTH
ksi MPa
A 36 36 250
A 572 Grade 50 50 345
A 572 Grade 60 60 415
A 588 50 345
A 242 50 345
CANADIAN
CSA G40 .21YIELD STRENGTH
ksi MPa
Grade 350 W 50 350
EUROPEAN
EN 10248YIELD STRENGTH
ksi MPa
S 235 GP 34 235
S 355 GP 51 355
AMERICAN
ASTMYIELD STRENGTH
ksi MPa
A 36 36 250
A 572 Grade 50 50 345
A 572 Grade 60 60 415
A 588 50 345
A 242 50 345
CANADIAN
CSA G40 .21YIELD STRENGTH
ksi MPa
Grade 350 W 50 350
EUROPEAN
EN 10248YIELD STRENGTH
ksi MPa
S 235 34 235
S 355 51 355
Delivery Conditions & Tolerances
Mass ± 2.5%
Depth
3 to 7 in + 09375 in – 0.0625 in
7 to 14 in + 0.125 in – 0.9375 in
Over 14 in + 0.1875 in – 0.125 in
Length
5 to 10 ft + 1.0 in
10 to 20 ft + 1.5 in
20 to 30 ft + 1.75 in
30 to 40 ft + 2.25 in
40 to 50 ft + 2.75 in
50 to 65 ft + 2.75 in
Flange Width
3 to 7 in ± 0.125 in
7 to 14 in + 0.125 in – 0.9375 in
Over 14 in + 0.125 in – 0.1875 in
Flanges out of Square ≤ 0.03125 in
Camber (0.125 in) * (Length / 5)
Sweep Subject to negotiation with manufacturer
Delivery Conditions & Tolerances
Mass ± 2.5%
Length
5 to 10 ft + 1.0 in
10 to 20 ft + 1.5 in
20 to 30 ft + 1.75 in
30 to 40 ft + 2.25 in
40 to 50 ft + 2.75 in
50 to 65 ft + 2.75 in
Leg Length*
1 to 2 in ± 0.046875 in
2 to 3 in ± 0.0625 in
3 to 4 in + 0.125 in – 0.09375 in
4 to 6 in ± 0.125 in
Over 6 in + 0.1875 in – 0.125 in
Flanges out of Square ± 1.5 degrees
Thickness 1 to 2 in. 2 to 3 in.
≤ 0.1875 in ± 0.010 in ± 0.012 in
0.1875 to 0.375 in ± 0.010 in ± 0.015 in
Over 0.375 in ± 0.012 in. ± 0.015 in.
Camber (0.125 in) * (Length / 5)
Sweep Subject to negotiation with manufacturer
* Longer leg length determines classification.
Maximum Rolled Lengths†
All Sections 60 ft 18.3 m
Most Sections 85 ft 25.9 m
Some Sections 130 ft 39.6 m
† Longer lengths may be possible upon request.
Maximum Rolled Lengths†
All Sections 60 ft 18.3 m
Most Sections 85 ft 25.9 m
Some Sections 130 ft 39.6 m
† Longer lengths may be possible upon request.
Channels Angles
Available Steel Grades Available Steel Grades
Recycled Content: 100%
Recyclable: 100%
Since geotechnical exploration and pile driving are not exact sciences, it is often challenging to predict the difficulty
of driving piles and also to determine what their final lengths will be. To assist engineers and contractors in the
construction of deep foundations, pile splicers, shoes, points, and other accessories are available.
Applications of Pile Accessories
Pile splicers are used to splice steel, concrete, and wood piles. They are used in situations where final pile
lengths need to be longer than what could otherwise be reasonably handled and delivered, or in low head room
applications. Shoes and points protect the ends of piles, ease installation and, in the case of pipe, prevent soil
intrusion so the pipe can be filled with concrete. Extruded corner piles are also available to ease construction of
sheet pile walls. Pile accessories can be custom made to fit almost any requirement.
Pile AccessoriesPile Accessories
Open-End Cutting Shoes
Sheet Pile Protector
H-Pile Splicers
Pile
Acc
esso
ries
65Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
HP Accessories
Sheet Pile Accessories
Pile Accessories
HP Splicer
HP Point
Sheet Pile Splicer Jet Filter
Sheet Pile Protector
Sheet Pile Protector
HP Point
HP Point
66 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Pile Accessories
Pipe Accessories
Timber Accessories
Contact Information
Cutting Shoes
Conical Points
Drive-On Pipe Pile Splicer
Outside Flange
Inside Flange (60°)
Backing Ring
Timber Boot Timber Point Timber Uplift Connector
Inside Flange
Inside Flange (60°)
Drive-Tite Boot
Associated Pile & FittingTel: (973) 773-8400Toll Free: (800) 526-9047Fax: (973) [email protected]
Environ
As a leader in the sheet pile industry, we are proud to introduce our new line of High Density Polyethylene
(HDPE) sheet piles, the PE30. HDPE is impermeable and exceptionally resistant to corrosion, biological attacks,
chemicals, and salts making it ideal for cutoff walls. By nearly eliminating deterioration, HDPE is unmatched
when compared to other subsurface materials, thus allowing for an extremely long design life and minimizing
the risk of premature failure. Incorporating the benefits of HDPE, the PE30 can be used in a full range of
environments including marine, industrial, manufacturing, and mining.
The PE30’s revolutionary design combines the time tested benefits of HDPE with the latest innovations in sheet
pile technology. The PE30 is equipped with the Larssen Interlock which is the least permeable system available
in today’s market. In addition, the effective permeability of the joints can be further decreased by using sealants.
The PE30 is domestic, readily available and cost-effective, making it an ideal solution for environmental barrier
applications.
Environ
Envi
ron
69Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Environ PE30Environ PE30 Sheet Pile
MATERIAL PROPERTIES
Width (w)
in
Height(h)
in
Thickness
Weight
lb/ft
Section Modulus
in3/ft
Moment of Inertia
in4/ft
Flange(tf)
in
Web(tw)
in
Environ29.625 3.5 0.250 0.250 4.25 3.84 6.48
± 0.25 ± 0.25 minimum minimum minimum
Peak Tensile Stress
ksi
Modulus of Elasticity
ksi
Hardness
Shore D
Density (HDPE Compound)
gm/cm3
Test Method ASTM D3039/D638 ASTM D3039/D638 ASTM 2240 ISO 1183
Environ3.12 70 60 – 70 1.0 – 1.10
minimum minimum
Recycled Content: 100%
Recyclable: 100%
As a premier supplier of steel foundation products, Nucor Skyline offers a comprehensive line of geostructural
products. Since becoming a member of the Nucor family, a concentrated emphasis has been made to fully develop
the geostructural business unit into a leader in the supply side of the heavy civil construction business.
A core group of geostructural industry specialists has been assembled to focus on providing superior service
to this growing market niche. A significant investment in manufacturing has been made which has allowed us to
add new product lines and strengthen our existing product offering. In addition to Nucor Skyline’s complete line
of grade 75 and grade 150 cold rolled threaded bar, we now offer an improved hot-rolled fully threaded bar. Our
manufacturing capabilities have also been expanded to allow us to produce DCP shop grouted and SCP ground
anchors in multiple locations across the United States. Nucor Skyline’s experienced production team has become
experts at assembling large-scale reinforcement bar cages measuring over 109 feet long, using couplers and full
load nuts.
Significant improvements have also been made in our micropile manufacturing capabilities. Micropile threaded
casing production capacity has been expanded to further supplement our full line of bar reinforcing products,
making us the single source supplier to any contractor involved in a micropile project. Multi-strand anchors,
featuring Samwoo load distributive anchor systems with removable capabilities, are now available from Nucor
Skyline. A comprehensive hollow bar system with a full line of complementary accessories has also been added
to our geostructural product offering. Nucor Skyline is pleased to be a market leader in the specialty products
described in this manual and we are dedicated to partnering with our customers and delivering high quality
products and cost effective solutions.
Geostructural SolutionsGeostructural
Solutions
New York, NY
Chicago, IL
Prince Rupert, BC
Geos
truc
tura
l So
lutio
ns
73Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Approx. MajorThread Diameter
Bar Designation
Nominal Diameter
inmm
Grade
Min . Net Area Thru Threads
in2
mm2
Min . Ultimate Strength
kipskN
Min . Yield Strength
kipskN
Nominal Weight
lbs/ftkg/m
Approx . Major Thread Diameter
inmm
Thread Orientation
Max . Length
ftm
#8 1 25
75 0.790510.0
79.0351.4
59.3263.8
2.704.0
1.12528.5
Left Hand 6018.3
80 0.790510.0
83.0369.2
63.2281.1
2.704.0
1.12528.5
Left Hand 6018.3
#9 1 1/8 28
75 1.000645.0
100.0444.8
75.0333.6
3.405.1
1.25032.0
Left Hand 6018.3
80 1.000645.0
105.0467.1
80.0355.9
3.405.1
1.25032.0
Left Hand 6018.3
#10 1 1/432
75 1.270819.0
127.0564.9
95.3423 .9
4.306.4
1.37535.0
Left Hand 6018.3
80 1.270819.0
133.4593.4
101.6451.9
4.306.4
1.37535.0
Left Hand 6018.3
#11 1 3/8 35
75 1.5601006.0
156.0694.0
117.0520.5
5.307.9
1.50038.1
Left Hand 6018.3
80 1.5601006.0
163.8728.6
124.8555.1
5.307.9
1.50038.1
Left Hand 6018.3
#14 1 3/4 45
75 2.2501452.0
225.01000.9
168.7750.4
7.6511.4
1.87547.6
Right Hand 6018.3
80 2.2501452.0
236.31051.1
180.0800.7
7.6511.4
1.87547.6
Right Hand 6018.3
#18 2 1/455
75 4.0002581.0
400.01779.4
300.01334.5
13.6020.2
2.438 62.0
Right Hand 6018.3
80 4.0002581.0
420.01868.2
320.01423.4
13.6020.2
2.438 62.0
Right Hand 6018.3
#20 2 1/264
75 4.9103168.0
491.02184.0
368.01637.0
16.6924.8
2.75070.0
Right Hand 6018.3
80 4.9103168.0
515.62293.5
392.81747.3
16.6924.8
2.75070.0
Right Hand 6018.3
#24 376
75 7.0704561.0
707.03142.0
530.02356.0
24.1035.9
3.250 82.6
Right Hand 6018.3
80 7.0704561.0
742.43302.3
565.62515.9
24.1035.9
3.250 82.6
Right Hand 6018.3
#28 3 1/2 89
75 9.6106200.0
960.04274.0
720.03206.0
32.7048.7
3.75095.3
Right Hand 6018.3
80 9.6106200.0
1009.14488.7
768.83419.8
32.7048.7
3.75095.3
Right Hand 6018.3
Cold rolled threaded bars conform to the physical and chemical requirements of ASTM A 615 Grade 75 ksi “Standard Specification for Deformed Carbon Steel Bars for Concrete Reinforcement”* Contact your local Nucor Skyline representative for information on additional steel grades.
Nominal Diameter
inmm
Grade
Min . Net Area Thru Threads
in2
mm2
Min . Ultimate Strength
kipskN
Min . Yield Strength
kipskN
Nominal Weight
lbs/ftkg/m
Approx . Major Thread Diameter
inmm
Thread Orientation
Max . Length
ftm
126
150 0.850549
128567
102454
3.14.6
1 1/828.6
Left Hand 6018.3
1 1/432
150 1.250807
188834
150667
4.56.7
1 1/238.1
Left Hand 6018.3
1 3/836
150 1.5801019
2371054
190843
5.78.5
1 5/841.3
Left Hand 6018.3
1 3/446
150 2.6001677
3901735
3201423
9.113.5
250.8
Left Hand 6018.3
2 1/457
150 4.0002581
6002669
4802135
13.620.2
2 7/1662.0
Left Hand 6018.3
2 1/265
150 5.1903350
7783457
6222766
18.327.2
2 3/469.9
Left Hand 6018.3
375
150 7.0604554
10594702
8473766
24.035.7
3 1/482.6
Left Hand 6018.3
1 inch to 1 3/8 inch diameter, ASTM A 722; 1 3/4 inch to 3 inch diameter bar manufactured in accordance with ASTM A 722 physical and chemical requirements. Grade 150 ksi steel must not be subjected to localized heating such as welding, cutting torch, or hot grinding.
Approx. MajorThread Diameter
Threaded Bar and Accessories
Please note: As we continuously improve the design of our products, product details are subject to change. † Contact your sales representative for information on hot dip galvanized and epoxy coated bars.
Cold Rolled Threaded Bar and Accessories†
74 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Threaded Bar Connectors
Grade 75 Bar
Bar Designation
OD
inmm
L
inmm
Weight
lbskg
#8 1.62541.3
4.500114.3
1.550.70
#9 1.87547.6
5.000127.0
2.391.08
#10 2.12554.0
5.500139.7
3.471.57
#11 2.25057.2
6.000152.4
4.021.82
#14 2.87573.0
7.875200.0
9.164.15
#18 3.50088.9
9.125231.8
13.936.32
#20 4.000101.6
9.500241.3
19.869.01
#24 4.750120.6
10.750243.0
31.0114.07
#28 5.500139.7
12.000304.8
46.2020.96
Grade 150 Bar
Nominal Diameter
inmm
OD
inmm
L
inmm
Weight
lbskg
126
1.75044.5
4.250108.0
1.700.77
1 1/432
2.12554.0
5.250133.4
3.111.41
1 3/836
2.37560.3
5.750146.1
4.221.91
1 3/446
3.00076.2
8.500215.9
9.984.53
2 1/457
4.000101.6
9.000228.6
21.459.73
2 1/265
4.250108.0
10.000254.0
23.9610.87
375
5.000127.0
12.000308.0
41.2418.71
Full Load Hex Nuts and Jam Nuts
Grade 75 Bar
Bar Designation
A
inmm
B
inmm
C
inmm
Weight
lbskg
Full Jam
#8 1.62541.3
2.00050.8
0.50012.7
0.810.37
0.200.09
#9 1.75044.5
2.00050.8
0.56314.3
0.890.40
0.250.11
#10 2.00050.8
2.18755.5
0.62515.9
1.330.60
0.380.17
#11 2.25057.2
2.50063.5
0.68817.5
1.960.89
0.540.24
#14 2.75069.9
3.25082.6
0.93823.8
3.861.75
1.110.50
#18 3.50089.0
3.50089.0
1.00025.4
4.872.21
1.810.82
#20* 4.000101.6
4.500114.3
1.12528.6
9.834.46
2.761.25
#24** 4.750120.6
4.500114.3
1.50038.1
12.985.89
4.331.96
#28** 5.500139.7
6.000152.4
1.56339.7
23.1010.48
6.022.73
*Round collar nut available **Round collar nut with flats
Grade 150 Bar
Nominal Diameter
inmm
A
inmm
B
inmm
C
inmm
Weight
lbskg
Full Jam
126
1.75044.5
2.00050.8
0.50012.7
0.940.43
0.230.10
1 1/432
2.25057.2
2.50063.5
0.62515.9
2.070.94
0.520.24
1 3/836
2.50063.5
2.75069.9
0.75019.1
2.781.26
0.750.34
1 3/446
3.00076.2
3.50088.9
1.25031.8
4.832.19
1.700.77
2 1/457
4.000101.6
4.250107.95
1.50038.10
11.685.30
4.091.86
2 1/265
4.000101.6
4.750120.7
1.75044.45
10.824.91
3.991.81
375
5.000127.0
6.000152.4
2.00050.8
20.629.35
5.112.32
L
OD
Full Load Hex Nut Jam Nut
A B A C
Threaded Bar and Accessories
Please note: As we continuously improve the design of our products, product details are subject to change. † Contact your sales representative for information on hot dip galvanized and epoxy coated hardware (available upon request).
Cold Rolled Threaded Bar and Accessories†
75Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Hardened Washers
Grade 75 Bar
Bar Designation A
inmm
B
inmm
C
inmm
Weight
lbskg
#8 2.25057.150
1.18830.175
0.1363.454
0.1100.05
#9 2.50063.500
1.37534.925
0.1363.454
0.1300.06
#10 2.75069.850
1.53138.887
0.1363.454
0.1600.07
#11 3.00076.200
1.62541.275
0.1363.454
0.1900.09
#14 3.75095.250
2.12553.975
0.1784.521
0.3800.17
#18 4.500114.300
2.65767.488
0.2406.096
0.7100.32
#20 5.500139.700
3.15780.188
0.2406.096
1.0900.49
#24 6.000152.400
3.62592.075
0.3759.525
1.9100.87
#28 7.000177.800
4.125104.775
0.3759.525
2.6801.22
Grade 150 Bar
Nominal Diameter
inmm
A
inmm
B
inmm
C
inmm
Weight
lbskg
126
2.50063.500
1.37534.925
0.1363.454
0.1300.06
1 1/432
2.75069.850
1.53138.887
0.1363.454
0.1600.07
1 3/836
3.25082.550
1.77044.958
0.1784.521
0.3000.13
1 3/446
4.000101.600
2.40761.138
0.2406.096
0.5500.25
2 1/457
4.500114.300
2.65767.488
0.2406.096
0.7100.32
2 1/265
5.500139.700
3.15780.188
0.2406.096
1.0900.49
375
6.000152.400
3.62592.075
0.3759.525
1.9100.87
AB C
Threaded Bar and Accessories
Round Beveled Washers
Grade 75 Bar
Bar Designation
A
inmm
B
inmm
C
inmm
D
inmm
Bevel
degreesWeight
lbskg
#8 1.7544.45
1.1328.58
0.4611.68
0.174.32
9.4 0.210.10
#9 2.6366.68
1.3831.75
0.9323.62
0.235.84
15 0.690.31
#10 2.7569.85
1.6341.40
0.9724.64
0.235.84
15 0.660.30
#11 3.0978.49
1.7544.45
1.0626.92
0.235.84
15 0.930.45
#14 4.00101.60
2.1354.10
1.2932.77
0.235.84
15 1.940.88
#18 4.60116.84
2.6366.80
1.1829.97
0.379.40
10 2.461.12
#20 5.00127.00
3.0076.20
1.3133.27
0.4310.92
10 3.101.41
#24 8.00203.20
3.5088.90
1.7544.45
0.4310.92
10 12.585.71
#28 8.00203.20
4.00101.60
2.2557.15
0.8421.34
10 16.547.50
Grade 150 Bar
Nominal Diameter
inmm
A
inmm
B
inmm
C
inmm
D
inmm
Bevel
degreesWeight
lbskg
126
2.6366.68
1.2531.75
0.9323.62
0.235.84
15 0.690.31
1 1/432
2.7569.85
1.6341.40
0.9724.64
0.235.84
15 0.660.30
1 3/836
3.0978.49
1.7544.45
1.0626.92
0.235.84
15 0.930.42
1 3/446
4.00101.60
2.1354.10
1.2932.77
0.235.84
15 1.940.88
2 1/457
4.60116.84
2.6366.80
1.1829.97
0.379.40
10 2.461.12
2 1/264
5.00127.00
3.0076.20
1.3133.27
0.4310.92
10 3.101.41
375
8.00203.20
3.5088.90
1.7544.45
0.4310.92
10 12.585.71
Please note: As we continuously improve the design of our products, product details are subject to change. Contact your local Nucor Skyline representative for information on additional steel grades.
A C
BEVEL
D
B
Cold Rolled Threaded Bar and Accessories
76 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Bearing Plates
Bearing plate dimensions reflect typical sizes. Actual design criteria should be used for specific plate sizing.
Grade 75 Bar
Bar Designation
A
inmm
B
inmm
C
inmm
Weight
lbskg
#8 8203.20
8203.20
3/419.05
13.406.08
#9 8203.20
8203.20
3/419.05
13.356.06
#10 8203.20
8203.20
125.40
17.738.04
#11 10254.00
10254.00
125.40
27.8612.64
#14 10254.00
10254.00
1 1/238.10
41.3718.76
#18 10254.00
10254.00
250.80
54.2124.59
#20 10254.00
10254.00
2 1/263.50
67.0630.42
#24 10254.00
10254.00
2 1/263.50
65.4629.69
#28 12304.80
12304.80
2 3/469.85
104.2647.29
Grade 150 Bar
Nominal Diameter
inmm
A
inmm
B
inmm
C
inmm
Weight
lbskg
126
6152.4
6152.4
1 1/431.8
12.765.79
1 1/432
7177.8
7177.8
1 1/238.1
20.849.45
1 3/836
8203.2
8203.2
1 3/444.5
31.7614.41
1 3/446
9228.6
9228.6
1 3/444.5
40.2018.23
2 1/457
10254.0
10254.0
2 1/263.5
70.8932.16
2 1/265
10254.0
10254.0
2 1/263.5
70.8932.16
375
12304.8
12304.8
2 3/469.9
112.3150.94
Anchor Nuts†
Grade 150 Anchor Nuts
Diameter
inmm
A
inmm
L
inmm
N
inmm
Weight
lbskgs
126
1.75044.5
2.360 59.9
2.4562.2
1.440.65
1 1/432
2.125 54.0
3.12579.5
3.1580.0
3.03 1.37
1 3/836
2.375 60.3
3.37585.9
3.588.9
4.05 1.84
1 3/446
3.000 76.2
4.000101.6
4.2106.7
7.05 3.20
2 1/457
4.250 108.0
5.500139.7
5.6142.2
20.24 9.18
† Consult your sales representative for availability of additional threads and grades.
HDPE Plastic Nut Caps*
Plastic Nut Caps for Grade 75 Bars
Bar Designation
A
inmm
B
inmm
C
inmm
#8 – #11 3.588.9
2.2557.2
6.75171.5
#14 – #28 6.5165.1
4.25108.0
10.25260.4
Plastic Nut Caps for Grade 150 Bars
Nominal Diameter
inmm
A
inmm
B
inmm
C
inmm
1 – 1 3/826 – 36
3.588.9
2.2557.2
6.75171.5
1 3/4 – 346 – 75
6.5165.1
4.25108.0
10.25260.4
* “O” ring seal in base of cap.
B
A
C
A
L
N
SECTION B
SECTION BB
C
ASECTION A
SECTION A
Threaded Bar and Accessories
Please note: As we continuously improve the design of our products, product details are subject to change.
Cold Rolled Threaded Bar and Accessories
77Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Forged Eye
Bar Designation
A
inmm
B
inmm
C
inmm
D
inmm
E
inmm
F
inmm
#14 6.1155
2.563
2.460
19.9505
8.1207
2.050
#18 6.1155
2.563
2.460
19.9505
8.1207
2.050
#20 7.1180
3.076
3.076
20.5520
9.8248
2.563
#24 7.1180
3.076
3.076
20.5520
9.8248
2.563
#28 9.2230
3.588
3.590
22.2565
12.3312
3.075
Threads on forged eye will be metric. Conversion couplers available (transition) for all Nucor Skyline thread forms.
Contact your Nucor Skyline sales representative for assistance with connection details.
Transitional Coupler for Forged Eye
Bar Designation
OD
inmm
L
inmm
X
inmm
Y
inmm
Weight
lbkg
M56 – #14 3.5088.90
9.8248.92
4.00101.6
4.57116.0
18.48.4
M56 – #18 3.5088.90
9.8248.92
4.00101.6
4.57116.0
15.67.1
M72 – #20 4.75120.65
12.0304.80
5.38136.5
5.38136.5
39.217.8
M72 – #24 4.75120.65
12.0304.80
5.38136.5
5.38136.5
34.915.8
M85 – #28 5.50139.70
13.3337.82
6.00152.4
6.00152.4
48.522.0
D
E
F
A
B
C
Threaded Portion
Threaded Portion
All threaded bars can be supplied with a protective smooth-walled PVC tube. While the standard PVC tube is 0.035 inch thick, other options are available upon request.
The following additional corrosion protection options are available for all threaded bars:
Single Corrosion Protection (SCP)
Double Corrosion Protection (DCP)
• Encapsulating: Grease or Grout
• Epoxy Coating
• Galvanizing
• Painting
• Plating
• Taping
Oversized accessories are provided to accommodate galvanized and coated bars.
Please contact your Nucor Skyline Geostructural Solutions Representative for recommendations on the system that will best suit your requirements.
Threaded Bar and Accessories
Corrosion Protection
Cold Rolled Threaded Bar and Accessories
MetricThread Form
X
OD
LY
Skyline SteelThread Form
78 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Threaded Bar and Accessories
Hot Rolled Threaded Bar – Grade 75/100 – ASTM A 615
Bar Designation
GradeNominal Diameter
inmm
Min . Net Area Thru Threads
in2
mm2
Min . Ultimate Strength
kipskN
Min . Yield Strength
kipskN
Nominal Weight
lbs/ftkg/m
Approx . Major Thread Diameter
inmm
Thread Orientation
Max . Length
ft(m)
#6 75 3/420
0.44284.00
44196
33147
1.52.24
0.8621.8
Left Hand 6018
#7 75 7/822
0.60387.00
60267
45200
2.043.04
0.9925.1
Left Hand 6018
#8 75 125
0.79510.00
79351
59.3264
2.673.98
1.1228.4
Left Hand 6018
#9 75 1-1/828
1.00645.00
100449
75333
3.45.06
1.2632
Left Hand 6018
#10 75 1-1/432
1.27819.00
127565
95.3423
4.36.41
1.4336.3
Left Hand 6018
#11 75 1-3/835
1.561006.00
156694
117520
5.317.91
1.6140.9
Left Hand 6018
#14
75 1-3/445
2.251452.00
2251001
168.8751
7.6511.39
1.8647.2
Right Hand 6018
100 1-3/445
2.251452.00
2591152
2251001
7.6511.39
1.8647.2
Right Hand 6018
Hot rolled threaded bars conform (Excluding the requirement of: “legibly rolled surface markings.”) to the requirements of ASTM A 615 Grade 75 ksi (520 Mpa) “Standard Specification for Deformed Carbon Steel Bars for Concrete Reinforcement” † Contact your sales representative for information on hot dip galvanized and epoxy coated bars.
Approx . Major Thread Diameter
Please note: As we continuously improve the design of our products, product details are subject to change.
Hot Rolled Threaded Bar and Accessories†
79Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Threaded Bar and Accessories
Couplers
Grade 75 – ASTM A 576, A 108
Bar Designation
Nominal Diameter
inmm
OD
inmm
L
inmm
Weight
lbskg
#6 3/420
1.2531.75
3.12579.37
0.620.28
#7 7/822
1.5038.10
3.7595.25
0.930.42
#8 125
1.62541.27
4.00101.60
1.370.62
#9 1 1/828
1.87547.62
5.00127.00
2.311.05
#10 1 1/432
2.0050.80
5.75146.05
2.771.26
#11 1 3/835
2.2557.15
6.40162.56
3.791.72
#14 1 3/445
2.8873.15
7.85192.53
5.492.49
Hex Nuts (Full Load and Jam Nuts)
Grade 75 – ASTM A 576, A 108
Bar Designation
Nominal Diameter
inmm
A
inmm
B
inmm
C
inmm
Weight
lbskg
Full Jam
#6 3/420
1.12528.57
1.4536.83
0.8722.10
0.260.12
0.160.07
#7 7/822
1.37534.92
1.7544.45
0.8722.10
0.430.20
0.210.10
#8 125
1.5038.10
2.5063.50
0.8722.10
0.560.25
0.260.12
#9 1 1/828
1.7544.45
2.2557.15
0.8722.10
0.970.43
0.370.17
#10 1 1/432
2.0050.80
2.5063.50
1.0025.40
1.430.65
0.560.25
#11 1 3/835
2.2557.15
2.7569.85
1.0025.40
1.520.69
0.530.24
#14 1 3/445
2.5063.50
3.6091.44
1.0025.40
3.021.37
0.820.37
OD L
Jam NutHex Nut
A AB C
Hardened Washers
Grade 75 – ASTM F 436
Bar Designation
Nominal Diameter
inmm
A
inmm
B
inmm
C
inmm
Weight
lbskg
#6 3/420
1.7544.45
0.93823.83
.1363.45
0.070.03
#7 7/822
2.0050.80
1.06327.00
.1363.45
0.090.04
#8 125
2.2557.15
1.18830.18
.1363.45
0.110.05
#9 1 1/828
2.5063.50
1.37534.92
.1363.45
0.130.06
#10 1 1/432
2.7569.85
1.53138.89
.1363.45
0.160.07
#11 1 3/835
3.0076.20
1.62541.27
.1363.45
0.190.09
#14 1 3/445
3.2582.55
1.7744.96
.1784.52
0.300.14
AB C
Beveled Washers
Grade 75 – F 436, A536 80-55-06
Bar Designation
Nominal Diameter
inmm
A
inmm
B
inmm
C
inmm
D
inmm
Bevel
degreesWeight
lbskg
#6 3/420
1.7544.45
.9524.13
.7819.81
.328.13
15 .320.15
#7 7/822
1.7544.45
1.1428.96
.7819.81
.328.13
15 .370.17
#8 125
1.7544.45
1.1428.96
.7819.81
.235.84
15 .370.17
#9 1 1/828
2.6366.80
1.3831.75
.9323.62
.235.84
15 .640.29
#10 1 1/432
2.7569.85
1.6341.40
.9724.64
.235.84
15 .660.30
#11 1 3/835
3.0978.49
1.7544.45
1.0626.92
.235.84
15 .930.45
#14 1 3/445
4.0010.16
2.1354.10
1.2932.77
.235.84
15 1.940.88
D
CA
A
BB
A
Please note: As we continuously improve the design of our products, product details are subject to change.
Hot Rolled Threaded Bar and Accessories
80 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Threaded Bar and Accessories
Upset Forged ThreadsNormal End Threads
Tie Bars without Articulation
Bar
Thread Diameter
Shaft Diameter
Thread ShaftRecommended
Design CapacityTensile Stress Area
Yield Capacity
Ultimate Capacity
Gross Area
Yield Capacity
Ultimate Capacity
DT
Dg
As
Thy
Thu
Ag
Shy
Shu
ASD* LRFD*
inmm
inmm
in2
mm2
kipskN
kipskN
in2
mm2
kipskN
kipskN
kipskN
kipskN
M 85/64 3.385
2.5264
7.674948
5562474
7343266
4.993217
3621608
4772123
217963
3441528
M 90/68 3.590
2.6868
8.675591
6282795
8303690
5.633632
4081816
5392397
2441087
3881725
M 95/72 3.795
2.8372
9.726273
7053137
9314140
6.314072
4582036
6042687
2741219
4351934
M 100/76 3.9100
2.9976
10.846995
7863497
10384616
7.034536
5102268
6732994
3051358
4842155
M 105/80 4.1105
3.1580
12.027755
8723878
11515119
7.795027
5652513
7463318
3381505
5372388
M 110/85 4.3110
3.3585
13.268556
9624278
12695647
8.805675
6382837
8423745
3811694
6062695
M 115/90 4.5115
3.5490
14.569395
10564697
13946201
9.866362
7153181
9444199
4181860
6692976
M 120/90 4.7120
3.5490
15.9210274
11555137
15246781
9.866362
7153181
9444199
4281905
6793022
M 125/95 4.9125
3.7495
17.3511191
12585596
16617386
10.997088
7973544
10524678
4772122
7573367
M 130/100 5.1130
3.94100
18.8312149
13666074
18038018
12.177854
8833927
11655184
5292351
8393731
M 135/105 5.3135
4.13105
20.3713145
14786573
19508676
13.428659
9734330
12855715
5832593
9254113
M 140/110 5.5140
4.33110
21.9814181
15947090
21049359
14.739503
10684752
14106272
6312808
10104492
M 145/110 5.7145
4.33110
23.6515256
17157628
226410069
14.739503
10684752
14106272
6402845
10154514
M 150/115 5.9150
4.53115
25.3716370
18408185
242910804
16.1010387
11685193
15416855
6993110
11094934
M 155/120 6.1155
4.72120
27.1617524
19708762
260011566
17.5311310
12715,655
16787464
7613386
12085372
M 160/125 6.3160
4.92125
29.0118716
21049358
277712353
19.0212272
13796,136
18218099
8263674
13105829
M 165/130 6.5165
5.12130
30.9219948
22429974
296013166
20.5713273
14926637
19698760
8883950
14176305
*The recommended design capacities are based on AISC/ASD and AASHTO/LRFD design methodologies for steel structures and retaining walls. Additional reduction factors from EN1993-5 are applied to the tie rods based on their ability to articulate.
81Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Threaded Bar and Accessories
Forged Eye Forged Spherical End Threaded and Spherical Nut
Tie Bars with Articulation
Bar
Thread Diameter
Shaft Diameter
Thread ShaftRecommended
Design CapacityTensile Stress Area
Yield Capacity
Ultimate Capacity
Gross Area
Yield Capacity
Ultimate Capacity
DT
Dg
As
Thy
Thu
Ag
Shy
Shu
ASD* LRFD*
inmm
inmm
in2
mm2
kipskN
kipskN
in2
mm2
kipskN
kipskN
kipskN
kipskN
M 85/76 3.385
2.9976
7.674948
5562474
7343266
7.034536
5102268
6732994
3051358
4842155
M 90/80 3.590
3.1580
8.675591
6282795
8303690
7.795027
5652513
7463318
3381505
5372388
M 95/85 3.795
3.3585
9.726273
7053137
9314140
8.805675
6382837
8423745
3821699
6062695
M 100/90 3.9100
3.5490
10.846995
7863497
10384616
9.866362
7153181
9444199
4281905
6793022
M 105/95 4.1105
3.7495
12.027755
8723878
11515119
10.997088
7973544
10524678
4772122
7573367
M 110/100 4.3110
3.94100
13.268556
9624278
12695647
12.177854
8833927
11655184
5292351
8393731
M 115/105 4.5115
4.13105
14.569395
10564697
13946201
13.428659
9734330
12855715
5832593
9254113
M 120/110 4.7120
4.33110
15.9210274
11555137
15246781
14.739503
10684752
14106272
6402845
10154514
M 125/115 4.9125
4.53115
17.3511191
12585596
16617386
16.1010387
11685193
15416855
6993110
11094934
M 130/120 5.1130
4.72120
18.8312149
13666074
18038018
17.5311310
12715655
16787464
7613386
12085372
M 135/125 5.3135
4.92125
20.3713145
14786573
19508676
19.0212272
13796136
18218099
8263674
13105829
M 140/130 5.5140
5.12130
21.9814181
15947090
21049359
20.5713273
14926637
19698760
8933974
14176305
M 145/135 5.7145
5.31135
23.6515256
17157628
226410069
22.1914314
16097157
21249447
9634286
15286799
M 150/140 5.9150
5.51140
25.3716370
18408185
242910804
23.8615394
17307697
228410160
10364609
16447312
M 155/145 6.1155
5.71145
27.1617524
19708762
260011566
25.6016513
18568256
245010899
11114944
17637844
M 160/150 6.3160
5.91150
29.0118716
21049358
277712353
27.3917671
19868836
262211663
11895291
18878394
M 165/155 6.5165
6.10155
30.9219948
22429974
296013166
29.2518869
21219435
280012454
12705649
20158963
*The recommended design capacities are based on AISC/ASD and AASHTO/LRFD design methodologies for steel structures and retaining walls. Additional reduction factors from EN1993-5 are applied to the tie rods based on their ability to articulate.
82 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Hollow Bar Systems
“R” Threaded Hollow Bar
Bar Designation
Nominal Outer Diameter
inmm
Average Inner Diameter
inmm
Effective Outer Diameter
inmm
Cross Sectional Area
in2
mm2
Ultimate Load
kipskN
Yield Load
kipskN
Approx . Major Thread Diameter
inmm
Nominal Weight
lbs/ftkg/m
R32S 1.26 32
0.63 16
1.15 29.1
0.76 488
81 360
62 275
1.38 35
2.700 4.00
R38Nx19mm ID 1.50 38
0.75 19
1.41 35.7
1.11 717
112 498
86 382
1.62 41
3.415 5.08
R51N 2.01 51
1.30 33
1.88 47.8
1.46 939
177 787
141 627
2.13 54
5.700 8.50
“T” Threaded Hollow Bar Systems
Bar Designation
Nominal Outer Diameter
inmm
Average Inner Diameter
inmm
Cross Sectional Area
in2
mm2
Ultimate Load
kipskN
Yield Load
kipskN
Approx . Major Thread Diameter
inmm
Nominal Weight
lbs/ftkg/m
T30/11 1.18 30
0.43 11
0.64 413
72.0 320
58.5 260
1.30 33
2.2 3.3
T40/20 1.57 40
0.79 20
1.13 726
121.4 540
95.6 425
1.70 43.2
3.8 5.6
T40/16 1.57 40
0.63 16
1.40 903
148.4 660
118.1 525
1.70 43.2
4.8 7.2
T52/26 2.0552
1.0326
1.941251
208.0925
170.0756
2.2055.9
6.79.9
T76N 3.00 76
2.0051
3.35 2161
319.0 1418
252.0 1120
3.20 81.3
10.2 15.2
T76S 3.00 76
1.77 45
4.03 2600
418.0 1859
330.0 1467
3.20 81.3
13.2 19.7
T103/78 4.06 103
3.00 78
4.87 3142
510.5 2270
404.8 1800
4.20 106.7
17.0 25.3
T103/51 4.06 103
2.00 51
8.80 5677
823.0 3660
600.4 2670
4.20 106.7
30.0 44.6
Nominal Outer Diameter
Nominal Outer Diameter
Average Inner Diameter
Average Inner Diameter
Please note: As we continuously improve the design of our products, product details are subject to change.
Commercial Grade Hollow Bar & Accessories
83Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Couplers
“T” Threaded Hollow Bar Couplers
Bar Designation OD
inmm
L
inmm
Weight
lbskg
T30/11 1.538
4.2105
1.00.45
T40/20 2.153
5.5140
2.61.18
T40/16 2.153
5.5140
2.61.18
T52/26 2.768.5
6.25160
5.22.36
T76N 3.897
8.0200
10.24.54
T76S 3.897
8.7220
14.46.53
T103 5.2132
11.5292
30.513.8
“R” Threaded Hollow Bar Couplers
Bar Designation OD
inmm
L
inmm
Weight
lbskg
R32S 1.743
7.5190
2.00.91
R38Nx19mm 2.564
8.7220
3.81.72
R51N 2.564
8.0200
4.21.91
Centralizers
Hollow Bar Centralizers
Size OD
inmm
L
inmm
Weight
lbskg
T30
2.7570
1.4035
0.50.21
3.4088
1.4035
0.60.27
T40 3.4088
1.5040
0.80.37
T52 4.40112
1.4035
1.00.41
T76 5.00130
1.7545
2.00.89
T103 6.40165
3.2080
6.52.94
Hex Nuts
“T” Threaded Hollow Bar Hex Nuts
Bar Designation A
inmm
B
inmm
Weight
lbskg
T30/11 1.846.0
1.436.0
1.00.45
T40/20 2.564.0
2.050.0
2.71.22
T40/16 2.564.0
2.050.0
2.61.18
T52/26 3.281
2.563.5
5.12.31
T76N 4.0102.0
3.180.0
6.22.81
T76S 4.0102.0
3.180.0
6.22.81
T103 5.25133.0
5.125130
13.05.90
“R” Threaded Hollow Bar Hex Nuts
Bar Designation A
inmm
B
inmm
Weight
lbskg
R32S 1.846.0
3.065.0
2.00.91
R38Nx19mm 2.051.0
2.060.0
1.30.59
R51N 3.076.0
3.070.0
3.51.59
Size LOD
Jam NutHex Nut
A AB C
Hollow Bar Systems
Please note: As we continuously improve the design of our products, product details are subject to change.
Commercial Grade Hollow Bar & Accessories
84 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Hollow Bar Systems
“T” Threaded Hollow Bar Systems*
Bar Designation
Nominal Outer Diameter
inmm
Average Inner Diameter
inmm
Cross Sectional Area
in2
(mm2)
Minimum Ultimate Load
kipskN
Minimum Yield Load
kipskN
Approx . Major Thread Diameter
inmm
Nominal Weight
lbs/ftkg/m
T40/16 1.5740
0.6316
1.36879
148660
118525
1.62541.3
4.97.3
T40/20 1.57 40
0.79 20
1.13 726
127565
95.6 425
1.7043.2
4.46.5
T52/26 2.0552
1.0326
2.071337
2271009
179796
2.12554.0
6.810.1
T76/51 3.00 76
2.0151
3.20 2065
319 1418
252 1120
3.000 76.2
11.1 16.5
T76/45 3.00 76
1.77 45
3.90 2516
418 1859
330 1467
3.000 76.2
13.2 19.7
Nominal Outer Diameter
Average Inner Diameter
Couplers
“T” Threaded Hollow Bar Couplers*
Bar Designation
OD
inmm
L
inmm
Weight
lbskg
HBC PL 40 2.50063.5
5.50139.7
5.102.31
HBC PL 52 3.12579.375
6.00152.4
11.395.17
HBC PL 760 3.7595.25
7.875200.03
34.8115.79
Anchor Hex Nuts
“T” Threaded Hollow Bar Anchor Hex Nuts*
Bar Designation
A
inmm
L
inmm
Weight
lbskg
HBHN 40 2.5063.5
2.050.8
5.872.66
HBHN 52 3.3585.09
3.076.2
10.044.55
HBHN 760 4.00101.6
3.178.7
23.8110.80
LOD
A A
L
Domestic Hollow Bar & Accessories
* Meets “Buy America” requirements.
85Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Hollow Bar Systems
Carbide Cross, Steel Cross Cut , and Button Bits
Bar SizesSize
inmm
Weight
lbs/unit(kg/unit)
T30 2.050.8
1.00.45
2.563.5
2.00.91
3.076.2
2.91.32
T40 2.563.5
2.00.91
3.076.2
2.91.32
3.588.9
3.51.59
4.0101.6
5.52.49
4.5114.3
7.03.18
5.0127.0
10.54.76
6.0152.4
13.05.90
T52 4.5114.3
7.03.18
5.0127.0
10.54.76
6.0152.4
13.05.90
T76 5.0127.0
10.54.76
6.0152.4
13.05.90
7.0177.8
14.56.58
8.0203.2
16.07.26
R32 2.050.8
1.00.45
2.563.5
2.00.91
3.076.2
2.91.32
R38 3.076.2
2.91.32
3.588.9
3.51.59
R51 4.0101.6
5.52.49
4.5114.3
7.03.18
5.0127.0
10.54.76
6.0152.4
13.05.90
All bits subject to availability. Call for stock quantities. Specialty bits available upon request.
Drill Bit Adaptors
AdaptorsWeight
lbs/unit(kg/unit)
R32 x R38 0.200.09
R38 x R51 0.300.13
T30 x T40 0.300.13
Call for job specific quotes. Price depends on quantities.
Hollow Bar Bits
86 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
MicropileThreaded Casing for Micropile
Please note: As we continuously improve the design of our products, product details are subject to change.
External Surface Area
Total Area of Shaft
Cross Sectional Area
Outside Diameter
inmm
Thickness
inmm
Inside Diameter
inmm
Weight
lbs/ftkg/m
Cross Sectional
Area
in2
cm2
Total Area of Shaft
in2
cm2
Internal Volume
ft3/ftm3/m
External Surface
Area
ft2/ftm2/m
Moment of Inertia
in4
cm4
Section Modulus
in3
cm3
◆ 9.625244.48
0.50012.700
8.625219.075
48.7772.59
14.3392.47
72.76469.42
0.4060.038
2.520.77
149.636228.24
31.09509.52
9.625244.48
0.54513.843
8.535216.789
52.9078.74
15.55100.30
72.76469.42
0.3970.037
2.520.77
160.806692.84
33.41547.53
10.750273.05
0.50012.700
9.750247.650
54.7981.54
16.10103.88
90.76585.56
0.5180.048
2.810.86
211.958822.03
39.43646.18
◆ 12.750323.85
0.50012.700
11.750298.450
65.4897.45
19.24124.14
127.68823.72
0.7530.070
3.341.02
361.5415048.59
56.71929.36
◆ 14.000355.60
0.50012.700
13.000330.200
72.16107.40
21.21136.81
153.94993.15
0.9220.086
3.671.12
483.7620135.45
69.111132.48
16.000406.40
0.50012.700
15.000381.000
82.85123.31
24.35157.08
201.061297.17
1.2270.114
4.191.28
731.9430465.73
91.491499.30
◆ In stock. Contact your Nucor Skyline representative for additional diameters, lengths, and starter details.
Prime Domestic Casing
Nucor Skyline can provide threaded micropile casing up to 40 feet.
87Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
MicropileThreaded Casing for Micropile
Please note: As we continuously improve the design of our products, product details are subject to change.
External Surface Area
Total Area of Shaft
Cross Sectional Area
Outside Diameter
inmm
Thickness
inmm
Inside Diameter
inmm
Weight
lbs/ftkg/m
Cross Sectional
Area
in2
cm2
Total Area of Shaft
in2
cm2
Internal Volume
ft3/ftm3/m
External Surface
Area
ft2/ftm2/m
Moment of Inertia
in4
cm4
Section Modulus
in3
cm3
5.5139.700
0.41510.541
4.670118.618
22.5633.57
6.6342.77
23.76153.28
0.120.011
1.440.44
21.57897.80
7.84128.47
6.625168.275
0.43210.973
5.761146.329
28.6042.56
8.4054.23
34.47222.40
0.180.017
1.730.53
40.491685.31
12.22200.25
7177.800
0.40810.363
6.184157.073
28.7542.79
8.4554.51
38.48248.29
0.210.019
1.830.56
46.071917.56
13.16215.65
7177.800
0.45311.506
6.094154.787
31.7047.18
9.3260.11
38.48248.29
0.200.019
1.830.56
50.162087.80
14.33234.83
7177.800
0.50012.700
6.000152.400
34.7451.70
10.2165.87
38.48248.29
0.200.018
1.830.56
54.242257.62
15.50254.00
7.625193.675
0.43010.922
6.765171.831
33.0749.21
9.7262.71
45.66294.60
0.250.023
2.000.61
63.122627.23
16.56271.31
7.625193.675
0.50012.700
6.625168.275
38.0856.67
11.1972.21
45.66294.60
0.240.022
2.000.61
71.372970.62
18.72306.76
8.625219.075
0.50012.700
7.625193.675
43.4364.63
12.7682.34
58.43376.94
0.320.029
2.260.69
105.724400.36
24.51401.65
8.625219.075
0.56214.275
7.501190.525
48.4472.09
14.2491.84
58.43376.94
0.310.029
2.260.69
116.254838.65
26.96441.79
9.625244.475
0.47211.989
8.681220.497
46.1868.73
13.5787.56
72.76469.42
0.410.038
2.520.77
142.515931.67
29.61485.22
9.625244.475
0.54513.843
8.535216.789
52.9078.73
15.55100.30
72.76469.42
0.400.037
2.520.77
160.806692.95
33.41547.49
10.75273.050
0.50012.700
9.750247.650
54.7981.54
16.10103.87
90.76585.56
0.520.048
2.810.86
211.958821.95
39.43646.14
10.75273.050
0.54513.843
9.660245.364
59.4688.49
17.47112.73
90.76585.56
0.510.047
2.810.86
228.109494.16
42.44695.46
10.75273.050
0.59515.113
9.560242.824
64.5996.12
18.98122.47
90.76585.56
0.500.046
2.810.86
245.5310219.65
45.68748.56
11.875301.624
0.58214.783
10.711272.059
70.26104.56
20.65133.21
110.75714.53
0.630.058
3.110.95
330.0413737.19
55.59910.95
12.75323.849
0.50012.700
11.750298.449
65.4897.45
19.24124.14
127.68823.71
0.750.070
3.341.02
361.5415048.31
56.71929.31
13.375339.724
0.48012.192
12.415315.340
66.1798.47
19.45125.45
140.50906.45
0.840.078
3.501.07
404.7316846.00
60.52991.74
13.375339.724
0.51413.056
12.347313.613
70.67105.17
20.77133.98
140.50906.45
0.830.077
3.501.07
430.0717900.72
64.311053.85
16406.4
0.3759.525
15.25387.35
62.6493.23
18.41118.76
201.061333.17
1.270.12
4.191.28
562.0823395.71
70.261151.36
16406.4
0.43811.125
15.124384.15
72.87108.45
21.41138.15
201.061333.17
1.250.12
4.191.28
648.7527002.81
81.091328.88
16406.4
0.49512.573
15.01381.254
82.04122.11
24.11155.56
201.061333.17
1.230.11
4.191.28
725.3130189.62
90.661485.71
18457.2
0.43511.049
17.13435.102
81.68121.57
24154.87
254.471641.73
1.600.15
4.711.44
926.3238856.25
102.931686.63
20508
0.43811.125
19.124485.75
91.59136.12
26.92173.66
314.162026.83
1.990.19
5.241.60
1288.2253619.94
128.822111.02
20508
0.63516.129
18.73475.742
131.45195.65
38.63249.23
314.162026.83
1.910.18
5.241.60
1812.8175454.95
181.282970.67
Contact your Nucor Skyline representative for additional diameters, lengths, and starter details.
Secondary Casing
88 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Casing Accessories
Tooling Items
Casing accessories include duplex and flange adapters
API drill rods and casing subs are typical tooling items
Downhole hammers and bits are available in various sizes and shank configurations
Nucor Skyline’s Geostructural Group is positioned to deliver complete accessory packages
with your threaded casing. We understand the urgency of your project and stock a wide
range of casing accessories for immediate delivery.
J-Teeth Grout Heads Duplex Adapters
Ring Bits Shear Rings Flange Adapters
Casing Shoes Protective Caps Casing Crossover Subs
Custom machining is available for duplex and flange adapters to match casing, drill, and drill
system requirements. We can also fabricate crossover subs to fit any existing tooling items.
Nucor Skyline offers the following tooling items for the installation of micropile casing:
Air Swivels API Crossover Subs API Drill Rods (23/8 in to 65/8 in)
Breakout Wrenches Casing Crowns Cushion Subs
Diverter Heads Downhole Hammers Downhole Hammer Bits
Drag Bits Floating Subs Flushing Heads
Grout Swivels Ictology Bits Stabilizers
Tricone Bits
Please note: As we continuously improve the design of our products, product details are subject to change.
Saver-subs available to fit all sizes of casingFemale and male casing cut and bundled to specifications
Micropile casing installed with fully threaded 75 ksi bar reinforcement
MicropileThreaded Casing for Micropile
89Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Multi-Strand Anchor Systems
Please note: As we continuously improve the design of our products, product details are subject to change.
Multi-Strand Anchors - ASTM A416
No . of 0 .6” Strands
Nominal Cross Section Area
(Aps)
in²mm²
Ultimate Strength
(Fpu x Aps)
kipskN
Maximum Jacking Load
(0 .8 x Fpu x Aps)
kipskN
Maximum Design Load
(0 .6 x Fpu x Aps)
kipskN
Maximum Lockoff Load
(0 .5 x Fpu x Aps)
kipskN
Nominal Steel Weight (Bare Strand)
lbs/ftkg/m
10.217
14058.6261
46.9209
35.2156
29.3130
0.741.10
20.434
280117.2521
93.8417
70.3313
58.6261
1.482.20
30.651420
175.8782
140.6626
105.5469
87.9391
2.223.31
40.868
560234.41043
187.5834
140.6626
117.2521
2.964.41
51.085700
293.01303
234.41043
175.8782
146.5652
3.705.51
61.302840
351.61564
281.31251
211.0938
175.8782
4.446.61
71.519980
410.21825
328.21460
246.11095
205.1912
5.187.71
81.7361120
468.82085
375.01668
281.31251
234.41043
5.928.82
91.9531260
527.42346
421.91877
316.41408
263.71173
6.669.92
102.1701400
586.02607
468.82085
351.61564
293.01303
7.4011.02
112.3871540
644.62867
515.72294
386.81720
322.31434
8.1412.12
122.6041680
703.23128
562.62503
421.91877
351.61564
8.8813.22
132.8211820
761.83389
609.42711
457.12033
380.91694
9.6214.33
143.0381960
820.43649
656.32920
492.22190
410.21825
10.3615.43
153.2552100
879.03910
703.23128
527.42346
439.51955
11.1016.53
163.4722240
937.64171
750.13337
562.62503
468.82085
11.8417.63
173.6892380
996.24432
797.03545
597.72659
498.12216
12.5818.73
183.9062520
1054.84692
843.83754
632.92815
527.42346
13.3219.84
194.1232660
1113.44953
890.73962
668.02972
556.72476
14.0620.94
Aps = Area Prestressing Steel, Fpu = Minimum Ultimate Tensile StrengthStrand Anchors utilize 0.6” (15.2mm) dia. 7-wire, Low Relaxation 270 KSI Steel Strand conforming to ASTM A 416.*Maximum lockoff load shall not exceed (0.7 x Fpu x Aps), maximum jacking load shall not exceed (0.8xFpu x Aps)Now available: Hot Melt Extrusion Coated Strand . Consult your sales representative for information on load distributive or removable strand anchors.
90 Technical Hotline: 866.875.9546 | [email protected] | www.nucorskyline.com
Multi-Strand Anchor Systems
STEEL ANCHORHEADCAP (OPTIONAL)
AØ
GR50 OR A36BEARING PLATE†
A500STEEL TRUMPET PIPE
H
16”
Typ.
AASHTO M252HDPE CORRUGATEDSHEATH
† Nucor Skyline can provide a customized bearing plate solution.
Detail of PTI Class I DCP Strand Anchor Head
Anchor Head & Duct Dimensions for DCP Strand Anchors
Max . No of Strands
Corrugated Sheath Trumpet Pipe Anchor Head Anchor Head Cap
OD
inmm
ID
inmm
OD
inmm
ID
inmm
AØ
inmm
H
inmm
OD
inmm
Height
inmm
2-3* 2.3359.18
2.0050.80
4.00101.60
3.54890.12
4.70119.38
1.8045.72
5.56141.29
3.5088.90
4** 3.0076.20
2.5063.50
4.00101.60
3.54890.12
4.70119.38
1.8045.72
5.56141.29
3.5088.90
6* 3.0076.20
2.5063.50
4.00101.60
3.54890.12
5.61142.49
2.2055.88
6.63168.28
4.50114.30
8** 3.6091.44
3.0076.20
4.50114.30
4.026102.26
6.33160.78
2.0652.32
6.63168.28
4.50114.30
12** 4.60116.84
4.00101.60
5.56141.29
5.047128.18
6.50165.10
1.6942.93
8.63219.08
4.50114.30
19** 5.63142.88
5.00127.00
6.63168.28
6.065154.05
8.78223.01
4.00101.60
10.75273.05
6.00152.40
* Based on 1/2” ID PE Grout Tube. ** Based on 3/4” ID PE Grout Tube Note: Consult your Nucor Skyline sales representative about additional variations.
12/18 Edition
For technical questions and engineering support, please contact us via our technical hotline at:
866 .875 .9546 or email us at: engineering@nucorskyline .com.
About Nucor SkylineA premier steel foundation supplier serving the U.S., Canada, Mexico, the Caribbean, Central America, and Colombia, Nucor Skyline is a wholly-owned subsidiary of Nucor Corporation, the largest producer of steel in the United States.
HZ®-M and AMLoCor® are registered trademarks of ArcelorMittal.
www .nucorskyline .com | 888 .450 .4330