Technical Product Manual

Transcription

1 Technical Product Manual 2019 EDITION Unmatched Product Range Material Availability Manufacturg Capabilities Innovative Applications and Engeerg Expertise

2 Your True Project Partner Unmatched Product Range As the premier leader of steel pile systems and solutions, Nucor Skyle s blend of products is unrivaled. From hot and cold rolled sheet piles to Hpiles, pipe piles to geostructural products, only Nucor Skyle offers the product range to meet the design and construction demands of the Americas. Material Availability With strategic stockg locations throughout the Americas, Nucor Skyle has established a material delivery network that is primed for iediate response. Our facilities offer barge, rail and truck transportation options for cost effectiveness and ontime delivery. Manufacturg Capabilities Nucor Skyle owns and operates pipe, sheet pile, geostructural and pile accessory facilities. Production is supplemented with full fabrication capabilities to provide a sgle source for all your foundation needs. Innovative Applications and Engeerg Expertise Nucor Skyle has sales offices throughout the Americas staffed with experienced sales professionals to help meet your material needs. In addition, only Nucor Skyle offers exclusive engeerg support project design and construction.

3 Table of Contents Conversion Table Steel Sheet Pile 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 Combed Wall Systems PipeZ Combed Wall Systems...17 HZ M Steel Wall Systems...21 Steel HPile Pipe Electric Resistance Welded (ERW) Pipe...53 Spiralweld Pipe Rolled and Welded Pipe...57 Structural Sections Pile Accessories Environ Geostructural Solutions Threaded Bar & Accessories...73 Hollow Bar Systems...82 Micropile MultiStrand Anchor Systems... 89

4 Conversion Table Imperial to Metric Metric to Imperial Dimensions 1 = cm 1 cm = ft = m 1 m = ft 1 2 = cm 2 1 cm 2 = ft 2 = m 2 1 m 2 = ft = cm 3 1 cm 3 = ft 3 = m 3 1 m 3 = ft /ft. = c 1 c = /ft Mass, Force, Pressure 1 lb = N 1 N = lb 1 lb/ = N/ 1 N/ = lb/ 1 lb/ft = N/m 1 N/m = lb/ft 1 lb/ 2 = N/cm 2 1 N/cm 2 = lb/ 2 1 = N/m 2 1 N/m 2 = lb/ 3 = N/cm 3 1 N/cm 3 = lb/ 3 1 lb/ft 3 = N/m 3 1 N/m 3 = lb/ft 3 1 lb = kg 1 kg = lbs 1 lb/ft = kg/m 1 kg/m = lb/ft 1 = kg/m 2 1 kg/m 2 = kips = kn 1 kn = kips 1 US Ton = Metric Tons 1 Metric Ton = US Tons Moment of Inertia 1 4 = cm 4 1 cm 4 = /ft = cm 4 /m 1 cm 4 /m = /ft Section Modulus 1 3 = cm 3 1 cm 3 = /ft = cm 3 /m 1 cm 3 /m = /ft Moment 1 lb.ft = Nm 1 Nm = lb.ft 1 lb./ft = Nm/m 1 Nm/m = lb./ft 1 lb.ft/ft = Nm/m 1 Nm/m = lb.ft/ft 2 Technical Hotle: engeerg@nucorskyle.com

5 Steel Sheet Pile Steel Sheet Pile Recycled Content Hot Rolled: 100% Cold Form: 80% Recyclable: 100% Nucor Skyle supplies a wide variety of sheet pile from leadg manufacturers. Hot Rolled and Cold Formed Sheet Pile Hot rolled and cold formed are two primary methods of manufacturg sheet pile. While there are key differences between these two methods, the most important distction is the terlock. Sce hot rolled sheet piles are produced from steel at high temperatures, the terlock tends to be tighter than its cold formed counterpart. Normally, looser terlocks are not recoended extremely hard drivg conditions or for walls requirg low permeability. Applications of Sheet Pile Around the world, sheet piles are utilized for various applications. Zpile, named after its shape, is coonly used for cofferdams, levee strengtheng, retag structures, breakwaters, and bulkheads. In addition to these traditional applications, steel sheet piles are also used for bridge abutments, environmental barrier walls, underground parkg garages, and depressed roads and railways. Sheet piles can also serve as permanent structural members all of the applications listed above. Sheet pile designs are based on the bendg properties, section modulus, and moment of ertia. Durability and drivability of each section is also taken to consideration. Flat sheet piles (straight web sheets) are used the construction of cellular structures. Cellular cofferdams are utilized to dewater large areas durg 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. Sce the cells are gravity structures, large embedment is generally not necessary. The tension is resisted by the terlock. Unlike Zpile or combation walls, terlock strength is the ma design consideration for cellular cofferdams. The weight of the cell and the resistance of the flat sheet terlocks provide the stability of the structure. Handlg Holes ZSections (NZ, PZ, AZ, SKZ/SCZ) Straight Web Sections (PS, AS) HZM Sections Handlg holes are standard for all sheet pile sections. They are located the centerle of each section. Y = 6" (152.4 ) Ø = 21/2" 25/8" ( )

6 Steel Sheet Pile Calgary, AB Columbus, OH Nome, AK

7 NZ/PZ NZ/PZ Hot Rolled Steel Sheet Pile t f t w h W NZ W THICKNESS WEIGHT SECTION MODULUS COATING AREA SECTION Width (w) Height (h) Flange (t f ) Web (t w ) Cross Sectional Area 2 /ft cm2/m Pile lb/ft kg/m Wall kg/m2 Elastic 3 /ft cm3/m Plastic 3 /ft cm3/m Moment of Inertia 4 /ft cm4/m Both Sides of sgle m2/m Wall Surface 2 m2/m2 NZ NZ NZ NZ NZ NZ NZ SECTION Width (w) Height (h) THICKNESS Flange (t f ) Web (t w ) Cross Sectional Area 2 /ft cm2 m Pile lb/ft kg/m WEIGHT Wall kg/m2 SECTION MODULUS Elastic 3 /ft cm3/m Plastic 3 /ft cm3/m Moment of Inertia 4 /ft cm4/m COATING AREA Both Sides of sgle m2/m Wall Surface 2 m2/m2 PZ PZ PZ PZ Technical Hotle: engeerg@nucorskyle.com 5

8 NZ/PZ NZ/PZ Hot Rolled Steel Sheet Pile Available Steel Grades Interlock Combations NZ PZ YIELD STRENGTH YIELD STRENGTH ASTM ASTM ksi MPa ksi MPa A A A 572 Grade A 572 Grade A 572 Grade A 572 Grade A 572 Grade A A A A Highlighted fields represent the most coonly used and readily available steel grades. NZ Corner Piles PZ Corner Piles A A A A A A B B B B 90º A B 135º B 90º C 14/E 20 Gr: S 355 GP Wt: 9.68 lb/ft 14.4 kg/m A: ~ B: ~ Omega 18 Gr: S 430 GP Wt: lb/ft 18.0 kg/m A: ~2.76 ~70 B: ~1.18 ~30 E 22 Gr: S 355 GP Wt: 6.87 lb/ft 10.2 kg/m A: ~1.18 ~30 Delta 13 Gr: S 355 GP Wt: 8.73 lb/ft 13.0 kg/m A: ~0.59 ~15 B: ~0.79 ~20 SKP90 Gr: A 572 Gr. 50 Wt: 8.97 lb/ft 13.3 kg/m A: B: SKP45 Gr: A 572 Gr. 50 Wt: 9.08 lb/ft 13.5 kg/m A: B: SKPT Gr: A 572 Gr. 50 Wt: lb/ft 16.8 kg/m A: B: NZ/PZ Corner and Junction Piles Transitional Piles B B α α α B B D A C Type 1 α α: Angle varies B: Type 2 α α: Angle varies B: T Pile α: Angle varies B: SKAP Gr: A 572 Gr. 50/60 Wt: 8.95 lb/ft 13.3 kg/m A: B: C: D: " " Length of T and Angle Varies Delivery Conditions & Tolerances ASTM A 6 α FC α MC Female or Male Corner α α T Pile Mass ± 2.5% Length Maximum Rolled Lengths NZ/PZ ft m Longer lengths may be possible upon request. 6 Technical Hotle: engeerg@nucorskyle.com

9 7 Technical Hotle: AZ AZ Hot Rolled Steel Sheet Pile SECTION Width (w) Height (h) THICKNESS Cross Sectional Area 2 /ft cm2/m WEIGHT SECTION MODULUS Moment of Inertia 4 /ft cm4/m COATING AREA Flange (t f ) Web (t w ) Pile lb/ft kg/m Wall kg/m2 Elastic 3 /ft cm3/m Plastic 3 /ft cm3/m Both Sides of sgle m2/m Wall Surface 2 m2/m2 AZ AZ AZ AZ AZ AZ AZ AZ AZ AZ AZ AZ AZ AZ AZ AZ AZ AZ AZ AZ 36700N AZ 38700N AZ 40700N AZ 42700N AZ 44700N AZ 46700N AZ AZ AZ AZ AZ AZ In stock.

10 AZ AZ Hot Rolled Steel Sheet Pile Available Steel Grades AMERICAN CANADIAN EUROPEAN AMLoCor ** YIELD STRENGTH YIELD STRENGTH YIELD STRENGTH YIELD STRENGTH ASTM CSA G40.21 EN ksi MPa ksi MPa ksi MPa ksi MPa A Grade 260 W S 240 GP Blue A 572 Gr Grade 300 W S 270 GP Blue A 572 Gr Grade 350 W S 320 GP Blue A 572 Gr Grade 400 W S 355 GP A 572 Gr S 390 GP A 572 Gr S 430 GP A S 460 AP A 690* Highlighted fields represent the most coonly used and readily available steel grades. *Not available for AZ48/50/ Corner Piles ** Corrosion resistant steel, check for availability Transitional Piles ~0.98" ~25 ~2.76" ~70 ~1.18" ~30 ~0.59" ~15 B D C 14 Grade: S 355 GP Weight: 9.68 lb/ft 14.4 kg/m Delivery Conditions & Tolerances ASTM A 6 EN Mass ± 2.5% ± 5% Length ± 200 Height ± 7 Thickness 8.5 ± 0.5 Sgle Pile Width ± 2% Double Pile Width ± 3% Straightness Ends out of Square ~0.98" ~25 Omega 18 Grade: S 430 GP Weight: lb/ft 18.0 kg/m ~1.18" ~30 E 22 Grade: S 355 GP Weight: 6.87 lb/ft 10.2 kg/m > 8.5 ± 6% 0.2% of the length 2% of the width ~0.79" ~20 Delta 13 Grade: S 355 GP Weight: 8.73 lb/ft 13.0 kg/m Delivery Forms Sgle Pile Position A Sgle Pile Position B A SKAP Gr: A 572 Gr. 50/60 Wt: 8.95 lb/ft 13.3 kg/m A: B: C: D: C Double Pile Form I Standard Double Pile Form II on Request Maximum Rolled Lengths AZ ft m E ft m C ft m Delta ft m Omega ft m Longer lengths may be possible upon request. 8 Technical Hotle: engeerg@nucorskyle.com

11 SCZ/SKZ SCZ/SKZ Cold Formed Steel Sheet Pile WEIGHT SECTION MODULUS COATING AREA Width (w) Height (h) Thickness (t) Cross Sectional Area Pile Wall Elastic Plastic Moment of Inertia Both Sides Coatg Area SECTION 2 /ft cm2/m lb/ft kg/m kg/m2 3 /ft cm3/m 3 /ft cm3/m 4 /ft cm4/m m2/m 2 m2/m2 SCZ 14 SCZ 16 SCZ 17N SCZ 18N SCZ 21N SKZ 20 SKZ 22 SKZ 23 SKZ 24 SKZ 25 SKZ 31 SKZ 33 SKZ 34 SKZ 36 SKZ Interlock Compatibility SCZ 14 SCZ 16 SCZ 17N SCZ 18N SCZ 21N SKZ 20 SKZ 22 SKZ 23 SKZ 24 SKZ 25 SKZ 31 SKZ 33 SKZ 34 SKZ 36 SKZ 38 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 l Interlock compatible Interlock not compatible Technical Hotle: engeerg@nucorskyle.com 9

12 SCZ/SKZ SCZ/SKZ Cold Formed Steel Sheet Pile Available Steel Grades YIELD STRENGTH YIELD STRENGTH ASTM ASTM ksi MPa ksi MPa A 572 Grade A A 572 Grade A 690 Grade A 572 Grade A 690 Grade A 572 Grade Highlighted fields represent the most coonly used and readily available steel grades. Corner Piles B2 Corner Pile B3 Corner Pile B A C SKLC 90 Gr: A 572 Gr. 60 Wt: 8.50 lb/ft 12.6 kg/m A: B: C: Delivery Conditions & Tolerances ASTM A6 EN Mass ± 2.5% ± 7% Length ± 50 Straightness Bendg (S) 0.25% of the length Curvg (C) 0.25% of the length Twistg (V) 2% of the length Maximum Rolled Lengths SCZ/SKZ 90 ft m Longer lengths may be possible upon request. 10 Technical Hotle: engeerg@nucorskyle.com

13 SKL/SKS SKL/SKS Cold Formed Steel Sheet Pile WEIGHT SECTION MODULUS COATING AREA Width (w) Height (h) Thickness (t) Cross Sectional Area Pile Wall Elastic Plastic Moment of Inertia Both Sides Coatg Area SECTION 2 /ft cm2/m lb/ft kg/m kg/m2 3 /ft cm 3 /m 3 /ft cm 3 /m 4 /ft cm4/m m2/m 2 m2/m2 SKL SKL SKL SKS SKS SKS SKS Interlock Compatibility 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 l Interlock compatible Interlock not compatible Technical Hotle: engeerg@nucorskyle.com 11

14 SKL/SKS SKL/SKS Cold Formed Steel Sheet Pile Available Steel Grades YIELD STRENGTH YIELD STRENGTH ASTM ASTM ksi MPa ksi MPa A 572 Grade A A 572 Grade A A 572 Grade A 572 Grade Highlighted fields represent the most coonly used and readily available steel grades. Corner Piles D1 Corner Piles D3 Corner Piles SKL 912: A = SKS 1116: A = Delivery Conditions & Tolerances ASTM A6 EN Mass ± 2.5% ± 7% Length ± 50 Straightness Bendg (S) 0.25% of the length Curvg (C) 0.25% of the length Twistg (V) 2% of the length Standard Rolled Lengths SKL/SKS 70 ft. (21.3 m) Longer lengths may be possible upon request. 12 Technical Hotle: engeerg@nucorskyle.com

15 PS/AS PS/AS Hot Rolled Steel Sheet Pile SECTION Width (w) Web (t w ) Maximum Interlock Strength k/ kn/m Mimum Cell Diameter ft m Cross Sectional Area 2 /ft cm2/m Pile lb/ft kg/m WEIGHT Wall kg/m2 Elastic Section Modulus 3 /sheet cm 3 /sheet Moment of Inertia 4 /sheet cm 4 /sheet COATING AREA Both Sides of sgle m2/m Wall Surface 2 of wall m2/m2 PS PS Mimum cell diameter cannot be guaranteed for piles over 65 feet (19.81 m) length, or if piles are spliced. 58 piles are needed to make a 30 foot diameter cell. SECTION Width* (w) Web (t w ) Maximum Interlock Strength k/ kn/m Allowable Interlock Rotation** (α) Degrees Cross Sectional Area 2 /ft cm2/m Pile lb/ft kg/m WEIGHT Wall kg/m2 Elastic Section Modulus 3 /sheet cm 3 /sheet Moment of Inertia 4 /sheet cm 4 /sheet COATING AREA Both Sides of sgle m2/m Wall Surface 2 of wall m2/m2 AS AS AS AS AS AS * Use 503 for template construction and layout drawgs. ** The mill guarantees 4.5 degrees of terlock rotation for piles < 20 meters length. For piles > 20 meters length, the guaranteed rotation is 4 degrees. Only available steel grade S 430 GP (62 ksi). Prebent piles are available to achieve a tighter radius the cells and arcs. Technical Hotle: engeerg@nucorskyle.com 13

16 PS/AS PS/AS Hot Rolled Steel Sheet Pile Available Steel Grades PS AS AMERICAN AMERICAN CANADIAN EUROPEAN YIELD STRENGTH YIELD STRENGTH YIELD STRENGTH YIELD STRENGTH ASTM ASTM CSA G40.21 EN ksi MPa ksi MPa ksi MPa ksi MPa A A 572 Grade Grade 350 W S 355 GP A 572 Grade A 572 Grade Grade 400 W S 390 GP A A S 430 GP* A * Only available for AS sheet. Junction Piles 9.84" Y Pile 9.84" " " " Y Pile 90 T Pile 9.84" 250 Delivery Conditions & Tolerances ASTM A 6 EN Mass ± 2.5% ± 5% Length ± 200 Height ± 5 Thickness ± 6% Width ± 2% Straightness 0.2% of the length Ends out of Square 2% of the width Maximum Rolled Lengths PS 90 ft m AS ft m Longer lengths may be possible upon request. 14 Technical Hotle: engeerg@nucorskyle.com

17 Combed Wall Systems Combed Wall Systems Combed wall systems are used when regular sheet piles are not strong enough to carry the required loads. The two ma components of a combed wall system are the kg pile (HZ M or Pipe) and a pair of termediary sheet piles. The connector is the third component and is welded to or terlocked with the kg pile and connects the kg pile to the sheet pile. The termediary sheet piles transfer the soil and water pressures to the kg piles, which carry most of the load. The sheet piles are usually shorter, varyg from 60% to 100% of the length of the kg pile. The kg piles are often designed to carry substantial vertical loads addition to the normal bendg 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 terlockg 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 to waterways. The PipeZ 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 engeer can rest assured that both systems have proven themselves on large frastructure projects around the world. Applications of Combed Wall Systems Combed wall systems provide an ideal solution for applications such as: large capacity retag walls with deep excavations, breakwaters, deep cofferdams, and other structures that require retag walls to resist large loads.

18 Combed Wall Systems Corpus Christi, TX Miami, FL Everett, WA

19 PipeZ PipeZ Combed Wall Systems PipeZ System System Width Pipe Piles as Kg Piles with NZ or AZ Sheet Piles threadg to E22 Connectors PipeZ System Combation Sample Sheet Pile Section PAZ30/AZ14770 AZ PAZ30/AZ18 AZ 18 PAZ36/AZ14770 AZ PAZ36/NZ19 NZ 19 PAZ42/AZ14770 AZ PAZ42/NZ19 NZ 19 PAZ42/AZ23800 AZ PAZ42/AZ38700N AZ 38700N PAZ48/AZ14770 AZ PAZ48/NZ19 NZ 19 PAZ48/AZ23800 AZ PAZ48/AZ38700N AZ 38700N PAZ54/AZ14770 AZ PAZ54/NZ19 NZ 19 PAZ54/AZ23800 AZ PAZ54/AZ38700N AZ 38700N PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING Outside Diameter Wall Thickness Pipe Weight lb/ft kg/m System Width System Inertia 4 /ft cm 4 /m Section Modulus 3 /ft cm 3 /m WEIGHT (Sheet Pile Length/Pipe Length) 100% kg/m % kg/m % kg/m Cross Sectional Area 2 /ft c Both Sides of Wall Size Range: The combations above are just a sample of the thousands of possibilities that are available with the PipeZ System. System Width: For a given strength or stiffness requirement, usg larger diameter pipes and wider sheet piles (new 800 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 stall. Contact your local Nucor Skyle representative to check on pricg and availability of your system. Technical Hotle: engeerg@nucorskyle.com 17

20 PipeZ PipeZ Combed Wall Systems PipeZ System PipeZ System Combation Sample Sheet Pile Section PAZ60/AZ14770 AZ PAZ60/NZ19 NZ 19 PAZ60/AZ23700 AZ PAZ60/AZ38700N AZ 38700N PAZ66/AZ14770 AZ PAZ66/NZ19 NZ 19 PAZ66/AZ23800 AZ PAZ66/AZ38700N AZ 38700N PAZ72/AZ14770 AZ PAZ72/NZ19 NZ 19 PAZ72/AZ23800 AZ PAZ72/AZ38700N AZ 38700N PAZ78/AZ23800 AZ PAZ78/AZ38700N AZ 38700N PAZ84/AZ23800 AZ PAZ84/AZ38700N AZ 38700N PROPERTIES OF PIPE PILE PROPERTIES OF COMBINED WALL COATING Outside Diameter Wall Thickness Pipe Weight lb/ft kg/m System Width System Inertia 4 /ft cm 4 /m Section Modulus 3 /ft cm 3 /m WEIGHT (Sheet Pile Length/Pipe Length) 100% kg/m % kg/m % kg/m Cross Sectional Area 2 /ft c Both Sides of Wall Size Range: The combations above are just a sample of the thousands of possibilities that are available with the PipeZ System. System Width: For a given strength or stiffness requirement, usg larger diameter pipes and wider sheet piles (new 800 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 stall. Contact your local Nucor Skyle representative to check on pricg and availability of your system. 18 Technical Hotle: engeerg@nucorskyle.com

21 PipeZ PipeZ Combed Wall Systems Available Steel Grades ASTM Yield Strength PIPE SHEET PILE CONNECTORS ksi MPa Spiralweld Rolled & Welded A 139 Grade A A 139 Grade B A 139 Grade C A 139 Grade D A 139 Grade E A 252 Grade A 252 Grade A 252 Grade A 252 Grade 3 (Mod) * A 252 Grade 3 (Mod) A A A 516 Grade A 516 Grade A 516 Grade A 516 Grade A 572 Grade A 572 Grade A 572 Grade A 572 Grade A 572 Grade A A A 690 (Mod) ** A A 1011/ Abrasion Resistant Brell Hardness 190 EN S 240 GP S 270 GP S 320 GP S 355 GP S 390 GP S 430 GP S 460 AP CSA G40.21 Grade 260 W Grade 300 W Grade 350 W Grade 400 W Highlighted fields represent the most coonly 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 36700N and larger. AZ E22 Technical Hotle: engeerg@nucorskyle.com 19

22 PipeZ PipeZ Combed Wall Systems Delivery Conditions & Tolerances SHEET PILE PIPE ASTM AZ ASTM Spiralweld Rolled & Welded ASTM EN10248 Mass ± 2.5% ± 5% Length + 5. ± 200 Height Thickness ± > 8.5 Width ± 2% Double Pile Width ± 3% Interlock Openg Straightness Ends out of Square Twistg 0.2% of the length 2% of the width ASTM ASTM Outside Diameter ± 1% ± 1% Weight/Thickness 5% Per Specification Length ± 1. ± 1. Maximum Rolled Lengths Length (ft) Length (m) Spiralweld 130 ft m Rolled & Welded 120 ft m E22 59 ft m AZ 102 ft m NZ 90 ft m All sections are readily spliced for longer lengths. 20 Technical Hotle: engeerg@nucorskyle.com

23 HZ M HZ M Steel Wall Systems > > Fully Interlockg System > > Hundreds of Combations > > Backside Connectors for Extra Strength Technical Hotle: engeerg@nucorskyle.com 21

24 HZ M HZ M Steel Wall Systems HZ M Kg Pile DIMENSIONS SECTION h h 1 w t max t s r Suitable Connector HZ 680M LT RZDU 16 RH 16 HZ 880M A RZDU 16 RH 16 HZ 880M B RZDU 16 RH 16 HZ 880M C RZDU 16 RH 16 HZ 1080M A RZDU 16 RH 16 HZ 1080M B RZDU 16 RH 16 HZ 1080M C RZDU 16 RH 16 HZ 1080M D RZDU 16 RH 16 HZ 1180M A RZDU 16 RH 16 HZ 1180M B RZDU 16 RH 16 HZ 1180M C RZDU 18 RH 20 HZ 1180M D RZDU 18 RH Technical Hotle: engeerg@nucorskyle.com

25 HZ M HZ M Steel Wall Systems Solution 100 PROPERTIES PER SOLUTION Dimensions Moment of Inertia Elastic Section Modulus Coatg Area SECTION v 1 v 2 v 3 v 4 u Sectional Area 2 cm 2 Mass lb/ft kg/m yy 4 cm 4 zz 4 cm 4 yy* 3 cm 3 yy** 3 cm 3 zz 3 cm 3 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange. ** Referrg outside of connector. Technical Hotle: engeerg@nucorskyle.com 23

26 HZ M HZ M Steel Wall Systems Solution 102 PROPERTIES PER SOLUTION Dimensions Moment of Inertia Elastic Section Modulus Coatg Area SECTION v 1 v 2 v 3 v 4 u Sectional Area 2 cm 2 Mass lb/ft kg/m yy 4 cm 4 zz 4 cm 4 yy* 3 cm 3 yy** 3 cm 3 zz 3 cm 3 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange. ** Referrg outside of connector. 24 Technical Hotle: engeerg@nucorskyle.com

27 HZ M HZ M Steel Wall Systems Solution 104 PROPERTIES PER SOLUTION Dimensions Moment of Inertia Elastic Section Modulus Coatg Area SECTION v 1 v 2 v 3 v 4 u Sectional Area 2 cm 2 Mass lb/ft kg/m yy 4 cm 4 zz 4 cm 4 yy* 3 cm 3 yy** 3 cm 3 zz 3 cm 3 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange. ** Referrg outside of connector. Technical Hotle: engeerg@nucorskyle.com 25

28 HZ M HZ M Steel Wall Systems Delivery Form Solution 12 D = discontuous weld, a = 0.236" (6 ), 10% of length (3.94" per 3.28', 100 /m) over the whole pile length " (500 ) contuous weld at top and toe R = contuous weld, a = 0.236" (6 ), length 19.68" (500 ) at top and toe only PROPERTIES PER SOLUTION Dimensions Moment of Inertia Elastic Section Modulus Coatg Area SECTION v 1 v 2 v 3 v 4 u 1 u 2 Sectional Area 2 cm 2 Mass lb/ft kg/m yy 4 cm 4 zz 4 cm 4 yy* 3 cm 3 yy** 3 cm 3 zz 3 cm 3 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange. ** Referrg outside of connector. 26 Technical Hotle: engeerg@nucorskyle.com

29 HZ M HZ M Steel Wall Systems Delivery Form Solution 14 D = discontuous weld, a = 0.236" (6 ), 10% of length (3.94" per 3.28, 100 /m) over the whole pile length " (500 ) contuous weld at top and toe R = contuous weld, a = 0.236" (6 ), length 19.68" (500 ) at top and toe only PROPERTIES PER SOLUTION Dimensions Moment of Inertia Elastic Section Modulus Coatg Area SECTION v 1 v 2 v 3 v 4 u 1 u 2 Sectional Area 2 cm 2 Mass lb/ft kg/m yy 4 cm 4 zz 4 cm 4 yy* 3 cm 3 yy** 3 cm 3 zz 3 cm 3 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange. ** Referrg outside of connector. Technical Hotle: engeerg@nucorskyle.com 27

30 HZ M HZ M Steel Wall Systems Form a Delivery Form Form b Solution 24 D = discontuous weld, a = 0.236" (6 ), 10% of length (3.94" per 3.28, 100 /m) over the whole pile length " (500 ) contuous weld at top and toe R = contuous weld, a = 0.236" (6 ), length 19.68" (500 ) at top and toe only PROPERTIES PER SOLUTION Dimensions Moment of Inertia Elastic Section Modulus Coatg Area SECTION v 1 v 2 v 3 v 4 u 1 u 2 Sectional Area 2 cm 2 Mass lb/ft kg/m yy 4 cm 4 zz 4 cm 4 yy* 3 cm 3 yy** 3 cm 3 zz 3 cm 3 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange. ** Referrg outside of connector. 28 Technical Hotle: engeerg@nucorskyle.com

31 HZ M HZ M Steel Wall Systems Form a Delivery Form Form b Solution 26 D = discontuous weld, a = 0.236" (6 ), 10% of length (3.94" per 3.28, 100 /m) over the whole pile length " (500 ) contuous weld at top and toe R = contuous weld, a = 0.236" (6 ), length 19.68" (500 ) at top and toe only PROPERTIES PER SOLUTION Dimensions Moment of Inertia Elastic Section Modulus Coatg Area SECTION v 1 v 2 v 3 v 4 u 1 u 2 Sectional Area 2 cm 2 Mass lb/ft kg/m yy 4 cm 4 zz 4 cm 4 yy* 3 cm 3 yy** 3 cm 3 zz 3 cm 3 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange. ** Referrg outside of connector. Technical Hotle: engeerg@nucorskyle.com 29

32 HZ M HZ M Steel Wall Systems AZ Intermediary Piles PROPERTIES PER SOLUTION SECTION w Dimensions h t s Sectional Area (per double) 2 cm 2 Mass lb/ft kg/m Moment of Inertia yy 4 cm 4 Elastic Section Modulus yy 3 cm 3 Radius of Gyration yy cm Coatg Area AZ AZ AZ Technical Hotle: engeerg@nucorskyle.com

33 HZ M HZ M Steel Wall Systems Connectors SECTION h Dimensions b a ay Suitable Kg Pile Sectional Area 2 cm 2 Mass lb/ft kg/m Moment of Inertia yy 4 cm 4 zz 4 cm 4 Elastic Section Modulus yy 3 cm 3 zz 3 cm 3 Coated Area Waterside Landside RZD HZ 880M / 1080M / 1180M AB RZU HZ 880M / 1080M / 1180M AB RH HZ 880M / 1080M / 1180M AB RZD HZ 1180M CD RZU HZ 1180M CD RH HZ 1180M CD Without other specifications, all the connectors are offered Grade S 430 GP. Technical Hotle: engeerg@nucorskyle.com 31

34 HZ M HZ M Steel Wall Systems Combation HZ M12 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz kg/m 2 *** AZ Coatg Area laz = 80% lhz kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (v 2 ), ** Referrg outside of connector (v 3 ), *** Length of connectors = Length of AZ. 32 Technical Hotle: engeerg@nucorskyle.com

35 HZ M HZ M Steel Wall Systems Combation HZ M14 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz laz = 80% lhz kg/m 2 *** AZ Coatg Area kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (highest value of v 1 ; v 2 ), ** Referrg outside of connector (highest value of v 3 ; v 4 ), *** Length of connectors = Length of AZ. Technical Hotle: engeerg@nucorskyle.com 33

36 HZ M HZ M Steel Wall Systems Combation HZ M24 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz laz = 80% lhz kg/m 2 *** AZ Coatg Area kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (highest value of v 1 ; v 2 ), ** Referrg outside of connector (highest value of v 3 ; v 4 ), *** Length of connectors = Length of AZ. 34 Technical Hotle: engeerg@nucorskyle.com

37 HZ M HZ M Steel Wall Systems Combation HZ M26 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz laz = 80% lhz kg/m 2 *** AZ Coatg Area kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (highest value of v 1 ; v 2 ), ** Referrg outside of connector (highest value of v 3 ; v 4 ), *** Length of connectors = Length of AZ. Technical Hotle: engeerg@nucorskyle.com 35

38 HZ M HZ M Steel Wall Systems Combation HZ M12 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz kg/m 2 *** AZ Coatg Area laz = 80% lhz kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (v 2 ), ** Referrg outside of connector (v 3 ), *** Length of connectors = Length of AZ. 36 Technical Hotle: engeerg@nucorskyle.com

39 HZ M HZ M Steel Wall Systems Combation HZ M14 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz laz = 80% lhz kg/m 2 *** AZ Coatg Area kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (highest value of v 1 ; v 2 ), ** Referrg outside of connector (highest value of v 3 ; v 4 ), *** Length of connectors = Length of AZ. Technical Hotle: engeerg@nucorskyle.com 37

40 HZ M HZ M Steel Wall Systems Combation HZ M24 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz laz = 80% lhz kg/m 2 *** AZ Coatg Area kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (highest value of v 1 ; v 2 ), ** Referrg outside of connector (highest value of v 3 ; v 4 ), *** Length of connectors = Length of AZ. 38 Technical Hotle: engeerg@nucorskyle.com

41 HZ M HZ M Steel Wall Systems Combation HZ M26 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz laz = 80% lhz kg/m 2 *** AZ Coatg Area kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (highest value of v 1 ; v 2 ), ** Referrg outside of connector (highest value of v 3 ; v 4 ), *** Length of connectors = Length of AZ. Technical Hotle: engeerg@nucorskyle.com 39

42 HZ M HZ M Steel Wall Systems Combation HZ M12 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz kg/m 2 *** AZ Coatg Area laz = 80% lhz kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (v 2 ), ** Referrg outside of connector (v 3 ), *** Length of connectors = Length of AZ. 40 Technical Hotle: engeerg@nucorskyle.com

43 HZ M HZ M Steel Wall Systems Combation HZ M14 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz laz = 80% lhz kg/m 2 *** AZ Coatg Area kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (highest value of v 1 ; v 2 ), ** Referrg outside of connector (highest value of v 3 ; v 4 ), *** Length of connectors = Length of AZ. Technical Hotle: engeerg@nucorskyle.com 41

44 HZ M HZ M Steel Wall Systems Combation HZ M24 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz laz = 80% lhz kg/m 2 *** AZ Coatg Area kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (highest value of v 1 ; v 2 ), ** Referrg outside of connector (highest value of v 3 ; v 4 ), *** Length of connectors = Length of AZ. 42 Technical Hotle: engeerg@nucorskyle.com

45 HZ M HZ M Steel Wall Systems Combation HZ M26 / AZ PROPERTIES PER FOOT OF WALL MASS OF COMBINATION WITH INTERMEDIARY SECTION SECTION Sectional Area 2 /ft c Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m laz = 60% lhz laz = 80% lhz kg/m 2 *** AZ Coatg Area kg/m 2 laz = lhz kg/m 2 Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (highest value of v 1 ; v 2 ), ** Referrg outside of connector (highest value of v 3 ; v 4 ), *** Length of connectors = Length of AZ. Technical Hotle: engeerg@nucorskyle.com 43

46 HZ M HZ M Steel Wall Systems Combation C 1 D = discontuous weld, a = 0.236" (6 ), 10% of length (3.94" per 3.28', 100 /m) over the whole pile length " (500 ) contuous weld at top and toe Dimensions PROPERTIES PER FOOT OF WALL Coatg Area SECTION b sys v 1 v 2 v 3 v 4 Sectional Area 2 /ft c Mass kg/m 2 Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm 3 /m **Elastic Section Modulus 3 /ft cm 3 /m Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (v 2 ). ** Referrg outside of connector (v 3 ). 44 Technical Hotle: engeerg@nucorskyle.com

47 HZ M HZ M Steel Wall Systems Form a Form b Combation C 23 D = discontuous weld, a = 0.236" (6 ), 10% of length (3.94" per 3.28', 100 /m) over the whole pile length " (500 ) contuous weld at top and toe R = contuous weld, a = 0.236" (6 ), length 19.68" (500 ) at top and toe only Dimensions PROPERTIES PER FOOT OF WALL Coatg Area SECTION b sys v 1 v 2 v 3 v 4 Sectional Area 2 /ft c Mass kg/m 2 Moment of Inertia 4 /ft cm 4 /m *Elastic Section Modulus 3 /ft cm3/m **Elastic Section Modulus 3 /ft cm 3 /m Waterside Landside HZ 680M LT HZ 880M A HZ 880M B HZ 880M C HZ 1080M A HZ 1080M B HZ 1080M C HZ 1080M D HZ 1180M A HZ 1180M B HZ 1180M C HZ 1180M D * Referrg outside of HZ Mflange (v 2 ). ** Referrg outside of connector (v 3 ). Technical Hotle: engeerg@nucorskyle.com 45

48 HZ M HZ M Steel Wall Systems Available Steel Grades AMERICAN CANADIAN EUROPEAN YIELD STRENGTH YIELD STRENGTH YIELD STRENGTH ASTM CSA G40.21 EN ksi MPa ksi MPa ksi MPa A Grade 260 W S 240 GP A 572 Grade Grade 300 W S 270 GP A 572 Grade Grade 355 W S 320 GP A 572 Grade Grade 400 W S 355 GP A 572 Grade S 390 GP A 572 Grade 65** S 430 GP A 690** S 460 AP** A 690* * Not available for AZ48/50/52700, HZ1080M CD, and HZ1180M AD. ** Not available for HZ1180M CD. Delivery Conditions & Tolerances HZ M & AZ PILES ASTM A 6 EN Mass ± 2.5% ± 5% Length ± 200 Height ± 5 Width ± 2% Width Interlocked ± 3% Straightness 0.2% of the length Ends out of Square ± 2% of the width AZ Pile Thickness 8.5 ± 0.5 > 8.5 ± 6% HZ M Pile Thickness , 1.0 > , 1.5 Maximum Rolled Lengths HZ M ft m AZ ft m RZD/RZU 78.7 ft m (Length does not restrict wall height) RH 78.7 ft m (Length does not restrict wall height) Longer lengths may be possible upon request. 46 Technical Hotle: engeerg@nucorskyle.com

49 HPile HPiles Recycled Content: 100% Recyclable: 100% Hpile (also referred to as HBP or HP) is manufactured by Nucor and constitutes most of the steel pile supplied by Nucor Skyle. For the first time several decades, Nucor recently expanded the Hpile range. Traditionally, Hpile was made 8, 10, 12, and 14ch sizes. The capacity of previous sections has been nearly doubled through the addition of new ranges of 16 and 18ch pile. Like all other steel produced usg the electric arc furnace, Hpile is made from 100% scrap and is 100% recyclable. Applications of HPile Hpiles are coonly used as bearg piles and are driven to the ground to support bridges, buildgs, factories, stadiums, and nearly every other type of structure. Hpiles are most effective as endbearg piles, but also resist load through sk friction. Hpiles are also used for walers and bracg cofferdams and beam and laggg walls.

50 HPile Grand Rapids, MI Wichita, KS Los Angeles, CA

51 49 Technical Hotle: HP Steel HPile SECTION Weight lb/ft kg/m Area 2 cm 2 Depth d Flange Width b THICKNESS Coatg Area m2/m PROPERTIES Flange (t f ) Web (t w ) AXIS XX AXIS YY I 4 cm 4 S 3 cm 3 Z 3 cm 3 r cm I 4 cm 4 S 3 cm 3 Z 3 cm 3 r cm HP 8 HP HP 10 HP HP 12 HP HP 14 HP HP 16 HP HP 18 HP

52 HP Steel HPile Available Steel Grades AMERICAN CANADIAN EUROPEAN** YIELD STRENGTH YIELD STRENGTH YIELD STRENGTH ASTM CSA G40.21 EN ksi MPa ksi MPa ksi MPa A Grade 300 W HISTAR A 572 Grade Grade 350 W HISTAR A 572 Grade HISTAR A A A A 913* A 913* Highlighted fields represent the most coonly used and readily available steel grades. * Available for HP12x89 and larger. ** HISTAR only available some sizes. Splicer and HPile Pot Splicer HPile Pot Delivery Conditions & Tolerances ASTM A 6 Mass ± 2.5% Length 30 ft. and Under ± Over 30 ft. + ( (length 30)/80) Depth ± Flange Width Flanges out of Square HP 8 x 42 HP 12 x 84 HP 14 x 73 HP 14 x Web off Center Greatest Depth over Theoretical Camber and Sweep*** 45 ft. and Under (0.125")(Length ft./10) but not over 0.375" Over 45 ft. (0.375") + (0.125" (Length ft. 45)/10) For HP ordered as bearg piles, length tolerances are +5. and 0. ***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 m Longer lengths may be possible upon request. 50 Technical Hotle: engeerg@nucorskyle.com

53 Pipe Recycled Content: 70% Recyclable: 100% Nucor Skyle 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 ches. However, the manufacturg process is fast so it is ideal for large production runs of small (<= 24.) diameter sections. Pipe 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 the shape of a helix. This allows for a lot more variation diameter and thickness than ERW pipe. Spiralweld pipe is most coonly used for pipe diameters between 24. and 120. and for thicknesses of 1.0. or less. Rolled and Welded Pipe Rolled and welded pipe is made from sections of plate rolled to cans. The seam of the can is welded and then the dividual cans are welded together to make the fished pipe. Rolled and welded pipe can be made diameters of up to 16 feet and over 2.0 ches thickness. Pipe is ideal for bearg piles sce it can be produced a wide variety of sizes, grades, and lengths. It is also easy to splice and can be driven open or closedended. Closedended pipe can be filled with concrete to crease the total capacity after the pile has been driven. The American Society of Civil Engeers (ASCE) recoends a lower safety factor for concretefilled, closedended pipe than any other type of foundation pile (driven or drilled), primarily due to the predictability of a quality stalled product. Pipe can also be used for: PipeZ Combation Walls Casg for Drilled Shafts Bracg for Cofferdams or Excavation Support Me Shafts Sign Poles Jack & Bored Installations Tanks Transmission Les

54 Pipe Seattle, WA Los Angeles, CA Camden, NJ

55 ERW Pipe D O APPROXIMATE VALUES D I t Pipe Weight (lbs/ft) = 10.69*t*(D O t) D O () outside diameter t () thickness of pipe Pipe Weight (kg/m) = *t*(D O t) D O () outside diameter t () thickness of pipe PIPE WEIGHT lbs/ft (kg/m) Outside Diameter (D O ) WALL THICKNESS (t) () / / / / / / / / (0.365) / Please quire about additional diameters and thicknesses. Technical Hotle: engeerg@nucorskyle.com 53

56 ERW Pipe Steel Pipe Specification When specifyg steel pipe it is important to note that there are often multiple ASTM specifications volved. 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 manufacturg is different from steel grade and falls under specifications like A139 and A252. These specifications control the manufacturg tolerances of the pipe. If the designer requires a steel grade that is more specific than the requirements that are described A252 or other pipe manufacturg specifications it would be acceptable to specify steel pipe like below. A252 Gr. 3 with physical and chemical requirements that meet A572 Gr. 55 Pipe Manufacturg Specifications ASTM YIELD STRENGTH YIELD STRENGTH ASTM ksi MPa ksi MPa A 139 Grade A A 252 Grade A 139 Grade B A 252 Grade A 139 Grade C A 252 Grade A 139 Grade D A 252 Grade 3 (Mod) A 139 Grade E A 252 Grade 3 (Mod)* AWWA C200 Highlighted fields represent the most coonly used and readily available steel grades. *Availability is dependent on pipe diameter and thickness. Steel Specification ASTM A 588 A 690 A 572 A 709 A 1011 A 1018 Abrasion Resistant Easy Weight Calculator (All Dimensions ches. Density of steel = lbs/ 3 ) Rectangles and Squares Rgs D O Circular Plates D D I Weight (lbs) = A x B x Thickness x Weight (lbs) = Thickness x π (DO 2 D I2 ) x Weight (lbs) = Thickness x π (D2 ) x Area = π (DO 2 D I2 ) 4 Area = π D 2 4 Delivery Conditions & Tolerances** ASTM Pipe Piles: Outside Diameter ± 1% Weight/Thickness 5%/+10% Length ± 1. **Tighter specifications may be possible upon request. Maximum Rolled Lengths ERW 80 ft m Longer lengths may be possible upon request. 54 Technical Hotle: engeerg@nucorskyle.com

57 Spiralweld Pipe D O APPROXIMATE VALUES D I t Pipe Weight (lbs/ft) = 10.69*t*(D O t) D O () outside diameter t () thickness of pipe Pipe Weight (kg/m) = *t*(D O t) D O () outside diameter t () thickness of pipe PIPE WEIGHT lbs/ft (kg/m) Outside Diameter (D O ) Wall Thickness (t) () Please quire about additional diameters and thicknesses. Technical Hotle: engeerg@nucorskyle.com 55

58 Spiralweld Pipe Steel Pipe Specification When specifyg steel pipe it is important to note that there are often multiple ASTM specifications volved. 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 manufacturg is different from steel grade and falls under specifications like A139 and A252. These specifications control the manufacturg tolerances of the pipe. If the designer requires a steel grade that is more specific than the requirements that are described A252 or other pipe manufacturg specifications it would be acceptable to specify steel pipe like below. A252 Gr. 3 with physical and chemical requirements that meet A572 Gr. 55 Pipe Manufacturg Specifications ASTM YIELD STRENGTH YIELD STRENGTH ASTM ksi MPa ksi MPa A 139 Grade A A 252 Grade A 139 Grade B A 252 Grade A 139 Grade C A 252 Grade A 139 Grade D A 252 Grade 3 (Mod) A 139 Grade E A 252 Grade 3 (Mod)* AWWA C200 Highlighted fields represent the most coonly used and readily available steel grades. *Availability is dependent on pipe diameter and thickness. Steel Specification ASTM A 588 A 690 A 572 A 709 A 1011 A 1018 Abrasion Resistant Easy Weight Calculator (All Dimensions ches. Density of steel = lbs/ 3 ) Rectangles and Squares Rgs D O Circular Plates D D I Weight (lbs) = A x B x Thickness x Weight (lbs) = Thickness x π (DO 2 D I2 ) x Weight (lbs) = Thickness x π (D2 ) x Area = π (DO 2 D I2 ) 4 Area = π D 2 4 Delivery Conditions & Tolerances** ASTM Pipe Piles: Outside Diameter ± 1% Weight/Thickness 5%/+10% Length ± 1. **Tighter specifications may be possible upon request. Maximum Rolled Lengths Spiralweld 130 ft m Longer lengths may be possible upon request. 56 Technical Hotle: engeerg@nucorskyle.com

59 Rolled and Welded Pipe D O APPROXIMATE VALUES D I t Pipe Weight (lbs/ft) = 10.69*t*(D O t) D O () outside diameter t () thickness of pipe Pipe Weight (kg/m) = *t*(D O t) D O () outside diameter t () thickness of pipe PIPE WEIGHT lbs/ft (kg/m) Outside Diameter (D O ) Wall Thickness (t) () Max. wall thickness of 1.50" (38.1). Please call for weight Max. wall thickness of 1.625" (41.3). Please call for weight Max. wall thickness of 1.75" (44.4). Please call for weight Max. wall thickness of 2.00" (50.8). Please call for weight Max. wall thickness of 2.25" (57.1). Please call for weight Please call for weight. Technical Hotle: engeerg@nucorskyle.com 57

60 Rolled and Welded Pipe Steel Pipe Specification When specifyg steel pipe it is important to note that there are often multiple ASTM specifications volved. Steel plate, for the production of rolled and welded pipe, is often manufactured to specifications like A36, A572, & A709. Pipe manufacturg is different from steel grade and falls under specifications like A139 and A252. These specifications control the manufacturg tolerances of the pipe. If the designer requires a steel grade that is more specific than the requirements that are described A252 or other pipe manufacturg specifications it would be acceptable to specify steel pipe like below. A252 Gr. 3 with physical and chemical requirements that meet A572 Gr. 55 Pipe Manufacturg Specifications ASTM YIELD STRENGTH YIELD STRENGTH ASTM ksi MPa ksi MPa A 139 Grade A A 252 Grade A 139 Grade B A 252 Grade A 139 Grade C A 252 Grade A 139 Grade D A 252 Grade 3 (Mod) A 139 Grade E Highlighted fields represent the most coonly used and readily available steel grades. Additional grades available upon request. Steel Specification ASTM YIELD STRENGTH YIELD STRENGTH ASTM ksi MPa ksi MPa A A 516 Grade A 572 Grade A 516 Grade A 572 Grade A 516 Grade A 572 Grade A 516 Grade A 572 Grade A 572 Grade A Additional Capabilities Installation of: Bands, Cuttg Shoes, End Plates, Carbide Teeth, Rolled Channel and Angle Iron, Twistg Slots, Pickg Eyes, Liftg Lugs, etc. Fabrication of Segmented Fittgs: Elbows, Wyes, Laterals, Tees, Concentric and Eccentric Reducers. Manufacturers of concentric tapered pipe from.250" to 2" wall thickness. Pipe manufactured to American Weldg Society standards. Structural weldg code AWS D1.1 or D1.5 is also available. Delivery Conditions & Tolerances ASTM Outside Diameter ± 1% Weight/Thickness Length Per Specification ± 1. Maximum Rolled Lengths Rolled & Welded 120 ft m Longer lengths may be possible upon request. 58 Technical Hotle: engeerg@nucorskyle.com

61 Structural Sections Structural Sections Recycled Content: 100% Recyclable: 100% Nucor Skyle takes great pride providg a wide range of structural sections from several different mills. All sections (cludg jumbo beams and columns) found the American Institute of Steel Construction (AISC) manual are available. Applications of Structural Sections Foundation contractors utilize beams and columns for bracg systems of cofferdams, beam and laggg 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.

62 Newark, NJ Structural Sections Chicago, IL Snohomish County, WA

63 Structural Sections Beams Available Steel Grades AMERICAN CANADIAN EUROPEAN* ASTM YIELD STRENGTH YIELD STRENGTH EN & YIELD STRENGTH CSA G40.21 EN ksi MPa ksi MPa ksi MPa A Grade 350 W S A 572 Grade S A S A S 460 HISTAR A A A A Highlighted fields represent the most coonly used and readily available steel grades. Additional grades available upon request. *HISTAR only available some sizes. Delivery Conditions & Tolerances ASTM A 6 Mass ± 2.5% Depth ± Length 30 ft. and under Over 30 ft. Beams W 24 and Under ± ( (Length 30) / Beams Over W 24 ± ( (Length 30) / Flanges out of Square Beams W 12 and Under Beams Over W 12 Web off Center Greatest Depth over Theoretical Camber and Sweep (0.125 ) * (Length / 10) Camber and Sweep for Columns** 45 ft. and Under (0.125 ) * (Length / 10) but not over Over 45 ft. (0.375 ) + (0.125 * (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. Technical Hotle: engeerg@nucorskyle.com 61

64 Structural Sections Channels Available Steel Grades Angles Available Steel Grades AMERICAN AMERICAN ASTM YIELD STRENGTH ksi MPa ASTM YIELD STRENGTH ksi MPa A A 572 Grade A 572 Grade A A CANADIAN A A 572 Grade A 572 Grade A A CANADIAN CSA G40.21 ksi YIELD STRENGTH MPa CSA G40.21 ksi YIELD STRENGTH MPa Grade 350 W EUROPEAN Grade 350 W EUROPEAN EN ksi YIELD STRENGTH MPa EN ksi YIELD STRENGTH MPa S 235 GP S 355 GP S S Delivery Conditions & Tolerances Mass ± 2.5% Depth 3 to to Over Length 5 to 10 ft to 20 ft to 30 ft to 40 ft to 50 ft to 65 ft Flange Width 3 to 7 ± to Over Flanges out of Square Camber (0.125 ) * (Length / 5) Sweep Subject to negotiation with manufacturer Delivery Conditions & Tolerances Mass ± 2.5% Length 5 to 10 ft to 20 ft to 30 ft to 40 ft to 50 ft to 65 ft Leg Length* 1 to 2 ± to 3 ± to to 6 ± Over Flanges out of Square ± 1.5 degrees Thickness 1 to 2. 2 to ± ± to ± ± Over ± ± Camber (0.125 ) * (Length / 5) Sweep Subject to negotiation with manufacturer * Longer leg length determes 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. 62 Technical Hotle: engeerg@nucorskyle.com

65 Pile Accessories Recycled Content: 100% Recyclable: 100% Pile Accessories Sce geotechnical exploration and pile drivg are not exact sciences, it is often challengg to predict the difficulty of drivg piles and also to determe what their fal lengths will be. To assist engeers and contractors the construction of deep foundations, pile splicers, shoes, pots, and other accessories are available. Applications of Pile Accessories Pile splicers are used to splice steel, concrete, and wood piles. They are used situations where fal pile lengths need to be longer than what could otherwise be reasonably handled and delivered, or low head room applications. Shoes and pots protect the ends of piles, ease stallation and, the case of pipe, prevent soil trusion 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.

66 Sheet Pile Protector Pile Accessories OpenEnd Cuttg Shoes HPile Splicers

67 Pile Accessories HP Accessories HP Splicer HP Pot HP Pot HP Pot Sheet Pile Accessories Sheet Pile Protector Sheet Pile Protector Sheet Pile Splicer Jet Filter Technical Hotle:

68 Pile Accessories Pipe Accessories Cuttg Shoes DriveOn Pipe Pile Splicer Outside Flange Inside Flange Conical Pots DriveTite Boot Inside Flange (60 ) Inside Flange (60 ) Backg Rg Timber Accessories Timber Boot Timber Pot Timber Uplift Connector Contact Information Associated Pile & Fittg Tel: (973) Toll Free: (800) Fax: (973) apf@associatedpile.com 66 Technical Hotle: engeerg@nucorskyle.com

69 Environ As a leader the sheet pile dustry, we are proud to troduce our new le of High Density Polyethylene (HDPE) sheet piles, the PE30. HDPE is impermeable and exceptionally resistant to corrosion, biological attacks, chemicals, and salts makg it ideal for cutoff walls. By nearly elimatg deterioration, HDPE is unmatched when compared to other subsurface materials, thus allowg for an extremely long design life and mimizg the risk of premature failure. Incorporatg the benefits of HDPE, the PE30 can be used a full range of environments cludg mare, dustrial, manufacturg, and mg. Environ The PE30 s revolutionary design combes the time tested benefits of HDPE with the latest novations sheet pile technology. The PE30 is equipped with the Larssen Interlock which is the least permeable system available today s market. In addition, the effective permeability of the jots can be further decreased by usg sealants. The PE30 is domestic, readily available and costeffective, makg it an ideal solution for environmental barrier applications.

70 Environ

71 Environ PE30 Environ PE30 Sheet Pile MATERIAL PROPERTIES Thickness Width (w) Height (h) Flange (t f ) Web (t w ) Weight Section Modulus Moment of Inertia lb/ft 3 /ft 4 /ft Environ ± 0.25 ± 0.25 mimum mimum mimum Peak Tensile Stress Modulus of Elasticity Hardness Density (HDPE Compound) ksi ksi Shore D gm/cm 3 Test Method ASTM D3039/D638 ASTM D3039/D638 ASTM 2240 ISO 1183 Environ mimum mimum Technical Hotle: engeerg@nucorskyle.com 69

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73 Geostructural Solutions Recycled Content: 100% Recyclable: 100% As a premier supplier of steel foundation products, Nucor Skyle offers a comprehensive le of geostructural products. Sce becomg a member of the Nucor family, a concentrated emphasis has been made to fully develop the geostructural busess unit to a leader the supply side of the heavy civil construction busess. A core group of geostructural dustry specialists has been assembled to focus on providg superior service to this growg market niche. A significant vestment manufacturg has been made which has allowed us to add new product les and strengthen our existg product offerg. In addition to Nucor Skyle s complete le of grade 75 and grade 150 cold rolled threaded bar, we now offer an improved hotrolled fully threaded bar. Our manufacturg capabilities have also been expanded to allow us to produce DCP shop grouted and SCP ground anchors multiple locations across the United States. Nucor Skyle s experienced production team has become experts at assemblg largescale reforcement bar cages measurg over 109 feet long, usg couplers and full load nuts. Significant improvements have also been made our micropile manufacturg capabilities. Micropile threaded casg production capacity has been expanded to further supplement our full le of bar reforcg products, makg us the sgle source supplier to any contractor volved a micropile project. Multistrand anchors, featurg Samwoo load distributive anchor systems with removable capabilities, are now available from Nucor Skyle. A comprehensive hollow bar system with a full le of complementary accessories has also been added to our geostructural product offerg. Nucor Skyle is pleased to be a market leader the specialty products described this manual and we are dedicated to partnerg with our customers and deliverg high quality products and cost effective solutions. Geostructural Solutions

74 Chicago, IL New York, NY Prce Rupert, BC Geostructural Solutions

75 Threaded Bar and Accessories Cold Rolled Threaded Bar and Accessories Approx. Major Thread Diameter Bar Designation #8 #9 #10 #11 #14 #18 #20 #24 #28 Nomal Diameter / / / / / / /2 89 Grade M. Net Area Thru Threads M. Ultimate Strength kips kn M. Yield Strength kips kn Nomal Weight lbs/ft kg/m Approx. Major Thread Diameter Thread Orientation Left Hand Left Hand Left Hand Left Hand Left Hand Left Hand Left Hand Left Hand Right Hand Right Hand Right Hand Right Hand Right Hand Right Hand Right Hand Right Hand Right Hand Right Hand Max. Length 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 Reforcement * Contact your local Nucor Skyle representative for formation on additional steel grades. Approx. Major Thread Diameter ft m Nomal Diameter / / / / / Grade M. Net Area Thru Threads M. Ultimate Strength kips kn M. Yield Strength kips kn Nomal Weight lbs/ft kg/m Approx. Major Thread Diameter 1 ch to 1 3/8 ch diameter, ASTM A 722; 1 3/4 ch to 3 ch diameter bar manufactured accordance with ASTM A 722 physical and chemical requirements. Grade 150 ksi steel must not be subjected to localized heatg such as weldg, cuttg torch, or hot grdg. Please note: As we contuously improve the design of our products, product details are subject to change. Contact your sales representative for formation on hot dip galvanized and epoxy coated bars. Technical Hotle: geosolutions@nucorskyle.com 1 1/ / / / / / Thread Orientation Left Hand Left Hand Left Hand Left Hand Left Hand Left Hand Left Hand Max. Length ft m

76 Threaded Bar and Accessories Cold Rolled Threaded Bar and Accessories Threaded Bar Connectors Full Load Hex Nuts and Jam Nuts OD L A B A C Full Load Hex Nut Jam Nut Grade 75 Bar Grade 75 Bar Weight Bar Designation #8 #9 #10 #11 #14 #18 #20 #24 #28 OD L Weight lbs kg Bar Designation #8 #9 #10 #11 #14 #18 #20* #24** #28** A B C Full lbs kg Jam *Round collar nut available **Round collar nut with flats Grade 150 Bar Grade 150 Bar Nomal Diameter / / / / / OD L Weight lbs kg Nomal Diameter / / / / / A B C Full Weight lbs kg Jam Please note: As we contuously improve the design of our products, product details are subject to change. Contact your sales representative for formation on hot dip galvanized and epoxy coated hardware (available upon request). 74 Technical Hotle: geosolutions@nucorskyle.com

77 Threaded Bar and Accessories Cold Rolled Threaded Bar and Accessories Hardened Washers Round Beveled Washers A B C A B C BEVEL D Grade 75 Bar Grade 75 Bar Bar Designation A B C Weight lbs kg Bar Designation A B C D Bevel degrees Weight lbs kg #8 #9 #10 #11 #14 #18 #20 #24 # #8 #9 #10 #11 #14 #18 #20 #24 # Grade 150 Bar Grade 150 Bar Nomal Diameter A B C Weight lbs kg Nomal Diameter A B C D Bevel degrees Weight lbs kg / / / / / / / / / / Please note: As we contuously improve the design of our products, product details are subject to change. Contact your local Nucor Skyle representative for formation on additional steel grades. Technical Hotle: geosolutions@nucorskyle.com 75

78 Threaded Bar and Accessories Cold Rolled Threaded Bar and Accessories Bearg Plates A C HDPE Plastic Nut Caps* SECTION B B B C Bearg plate dimensions reflect typical sizes. Actual design criteria should be used for specific plate sizg. SECTION A A SECTION A SECTION B Grade 75 Bar Plastic Nut Caps for Grade 75 Bars Bar Designation #8 #9 #10 #11 #14 #18 #20 #24 #28 A B C 3/ / / / / / Weight lbs kg Bar Designation #8 #11 #14 #28 Nomal Diameter 1 1 3/ / * O rg seal base of cap. A Anchor Nuts B Plastic Nut Caps for Grade 150 Bars A B C C Grade 150 Bar A N Nomal Diameter / / / / / A B C 1 1/ / / / / / / Weight lbs kg Diameter / / / /4 57 Grade 150 Anchor Nuts A L L N Weight lbs kgs Consult your sales representative for availability of additional threads and grades. Please note: As we contuously improve the design of our products, product details are subject to change. 76 Technical Hotle: geosolutions@nucorskyle.com

79 Threaded Bar and Accessories Cold Rolled Threaded Bar and Accessories B Forged Eye Corrosion Protection C Threaded Portion A D E Threaded Portion F Bar Designation #14 #18 #20 #24 #28 A B C D E F Threads on forged eye will be metric. Conversion couplers available (transition) for all Nucor Skyle thread forms Contact your Nucor Skyle sales representative for assistance with connection details. Transitional Coupler for Forged Eye OD X Metric Thread Form L Y Skyle Steel Thread Form All threaded bars can be supplied with a protective smoothwalled PVC tube. While the standard PVC tube is ch thick, other options are available upon request. The followg additional corrosion protection options are available for all threaded bars: Sgle Corrosion Protection (SCP) Double Corrosion Protection (DCP) Encapsulatg: Grease or Grout Epoxy Coatg Galvanizg Patg Platg Tapg Bar Designation M56 #14 M56 #18 M72 #20 M72 #24 M85 #28 OD L X Y Weight lb kg Oversized accessories are provided to accoodate galvanized and coated bars. Please contact your Nucor Skyle Geostructural Solutions Representative for recoendations on the system that will best suit your requirements. Technical Hotle: geosolutions@nucorskyle.com 77

80 Threaded Bar and Accessories Hot Rolled Threaded Bar and Accessories Approx. Major Thread Diameter Hot Rolled Threaded Bar Grade 75/100 ASTM A 615 Bar Designation Grade Nomal Diameter M. Net Area Thru Threads 2 2 M. Ultimate Strength kips kn M. Yield Strength kips kn Nomal Weight lbs/ft kg/m Approx. Major Thread Diameter Thread Orientation Max. Length ft (m) #6 75 3/ Left Hand #7 75 7/ Left Hand # Left Hand # / Left Hand # / Left Hand # / Left Hand # / / Right Hand Right Hand Hot rolled threaded bars conform (Excludg the requirement of: legibly rolled surface markgs. ) to the requirements of ASTM A 615 Grade 75 ksi (520 Mpa) Standard Specification for Deformed Carbon Steel Bars for Concrete Reforcement Contact your sales representative for formation on hot dip galvanized and epoxy coated bars. Please note: As we contuously improve the design of our products, product details are subject to change. 78 Technical Hotle: geosolutions@nucorskyle.com

81 Threaded Bar and Accessories Hot Rolled Threaded Bar and Accessories Couplers Hex Nuts (Full Load and Jam Nuts) OD L A B A C Hex Nut Jam Nut Grade 75 ASTM A 576, A 108 Grade 75 ASTM A 576, A 108 Bar Designation Nomal Diameter OD L Weight lbs kg Bar Designation Nomal Diameter A B C Full Weight lbs kg Jam #6 #7 #8 #9 #10 #11 #14 3/4 20 7/ / / / / #6 #7 #8 #9 #10 #11 #14 3/4 20 7/ / / / / Hardened Washers Beveled Washers A B C A A C A B B D Grade 75 ASTM F 436 Grade 75 F 436, A Bar Designation Nomal Diameter A B C Weight lbs kg Bar Designation Nomal Diameter A B C D Bevel degrees Weight lbs kg #6 #7 #8 #9 #10 #11 #14 3/4 20 7/ / / / / #6 #7 #8 #9 #10 #11 #14 3/4 20 7/ / / / / Please note: As we contuously improve the design of our products, product details are subject to change. Technical Hotle: geosolutions@nucorskyle.com 79

82 Threaded Bar and Accessories Tie Bars without Articulation Normal End Threads Upset Forged Threads Bar M 85/64 M 90/68 M 95/72 M 100/76 M 105/80 M 110/85 M 115/90 M 120/90 M 125/95 M 130/100 M 135/105 M 140/110 M 145/110 M 150/115 M 155/120 M 160/125 M 165/130 Thread Diameter Shaft Diameter Tensile Stress Area Thread Yield Capacity Ultimate Capacity Gross Area Shaft Yield Capacity Ultimate Capacity Recoended Design Capacity D T D g A s Th y Th u A g Sh y Sh u ASD* LRFD* kips kn kips kn *The recoended design capacities are based on AISC/ASD and AASHTO/LRFD design methodologies for steel structures and retag walls. Additional reduction factors from EN19935 are applied to the tie rods based on their ability to articulate kips kn , , kips kn kips kn kips kn Technical Hotle: geosolutions@nucorskyle.com

83 Threaded Bar and Accessories Tie Bars with Articulation Forged Eye Forged Spherical End Threaded and Spherical Nut Bar M 85/76 M 90/80 M 95/85 M 100/90 M 105/95 M 110/100 M 115/105 M 120/110 M 125/115 M 130/120 M 135/125 M 140/130 M 145/135 M 150/140 M 155/145 M 160/150 M 165/155 Thread Diameter Shaft Diameter Tensile Stress Area Thread Yield Capacity Ultimate Capacity Gross Area Shaft Yield Capacity Ultimate Capacity Recoended Design Capacity D T D g A s Th y Th u A g Sh y Sh u ASD* LRFD* kips kn kips kn *The recoended design capacities are based on AISC/ASD and AASHTO/LRFD design methodologies for steel structures and retag walls. Additional reduction factors from EN19935 are applied to the tie rods based on their ability to articulate kips kn kips kn kips kn kips kn Technical Hotle: geosolutions@nucorskyle.com 81

84 Hollow Bar Systems Coercial Grade Hollow Bar & Accessories Average Inner Diameter Nomal Outer Diameter T Threaded Hollow Bar Systems Bar Designation Nomal Outer Diameter Average Inner Diameter Cross Sectional Area 2 2 Ultimate Load kips kn Yield Load kips kn Approx. Major Thread Diameter Nomal Weight lbs/ft kg/m T30/ T40/ T40/ T52/ T76N T76S T103/ T103/ Average Inner Diameter Nomal Outer Diameter R Threaded Hollow Bar Bar Designation Nomal Outer Diameter Average Inner Diameter Effective Outer Diameter Cross Sectional Area 2 2 Ultimate Load kips kn Yield Load kips kn Approx. Major Thread Diameter Nomal Weight lbs/ft kg/m R32S R38Nx19 ID R51N Please note: As we contuously improve the design of our products, product details are subject to change. 82 Technical Hotle: geosolutions@nucorskyle.com

85 Hollow Bar Systems Coercial Grade Hollow Bar & Accessories Couplers Hex Nuts Centralizers A B Size OD L T Threaded Hollow Bar Couplers T Threaded Hollow Bar Hex Nuts Hollow Bar Centralizers Bar Designation OD L Weight lbs kg Bar Designation A B Weight lbs kg Size OD L Weight lbs kg T30/11 T40/ T30/11 T40/ T T40/ T40/ T T52/ T52/ T T76N T76N T T76S T76S T T T R Threaded Hollow Bar Couplers R Threaded Hollow Bar Hex Nuts Bar Designation OD L Weight lbs kg Bar Designation A B Weight lbs kg R32S R32S R38Nx R38Nx R51N R51N Please note: As we contuously improve the design of our products, product details are subject to change. Technical Hotle: geosolutions@nucorskyle.com 83

86 Hollow Bar Systems Domestic Hollow Bar & Accessories Average Inner Diameter Nomal Outer Diameter T Threaded Hollow Bar Systems* Bar Designation Nomal Outer Diameter Average Inner Diameter Cross Sectional Area 2 ( 2 ) Mimum Ultimate Load kips kn Mimum Yield Load kips kn Approx. Major Thread Diameter Nomal Weight lbs/ft kg/m T40/ T40/ T52/ T76/ T76/ Couplers Anchor Hex Nuts A A OD L L T Threaded Hollow Bar Couplers* T Threaded Hollow Bar Anchor Hex Nuts* Bar Designation OD L Weight lbs kg Bar Designation A L Weight lbs kg HBC PL HBHN HBC PL HBHN HBC PL HBHN * Meets Buy America requirements. 84 Technical Hotle: geosolutions@nucorskyle.com

87 Hollow Bar Systems Hollow Bar Bits Carbide Cross, Steel Cross Cut, and Button Bits Drill Bit Adaptors Bar Sizes Size T T T T R R R Weight lbs/unit (kg/unit) Adaptors R32 x R38 R38 x R51 T30 x T40 Weight lbs/unit (kg/unit) Call for job specific quotes. Price depends on quantities. All bits subject to availability. Call for stock quantities. Specialty bits available upon request. Technical Hotle: geosolutions@nucorskyle.com 85

88 Micropile Threaded Casg for Micropile Prime Domestic Casg Outside Diameter Thickness Inside Diameter Weight lbs/ft kg/m Cross Sectional Area 2 cm 2 Total Area of Shaft 2 cm 2 Internal Volume ft 3 /ft m 3 /m External Surface Area Moment of Inertia 4 cm 4 Section Modulus 3 cm 3 Cross Sectional Area Total Area of Shaft In stock. Contact your Nucor Skyle representative for additional diameters, lengths, and starter details. External Surface Area Nucor Skyle can provide threaded micropile casg up to 40 feet. Please note: As we contuously improve the design of our products, product details are subject to change. 86 Technical Hotle: geosolutions@nucorskyle.com

89 Micropile Threaded Casg for Micropile Secondary Casg Outside Diameter Thickness Inside Diameter Weight lbs/ft kg/m Cross Sectional Area 2 cm 2 Total Area of Shaft 2 cm 2 Internal Volume ft 3 /ft m 3 /m External Surface Area Moment of Inertia 4 cm 4 Section Modulus 3 cm 3 Cross Sectional Area Total Area of Shaft External Surface Area Contact your Nucor Skyle representative for additional diameters, lengths, and starter details. Please note: As we contuously improve the design of our products, product details are subject to change. Technical Hotle: geosolutions@nucorskyle.com 87

90 Micropile Threaded Casg for Micropile Casg Accessories Nucor Skyle s Geostructural Group is positioned to deliver complete accessory packages with your threaded casg. We understand the urgency of your project and stock a wide range of casg accessories for iediate delivery. JTeeth Grout Heads Duplex Adapters Rg Bits Shear Rgs Flange Adapters Casg Shoes Protective Caps Casg Crossover Subs Toolg Items Custom machg is available for duplex and flange adapters to match casg, drill, and drill system requirements. We can also fabricate crossover subs to fit any existg toolg items. Nucor Skyle offers the followg toolg items for the stallation of micropile casg: Air Swivels API Crossover Subs API Drill Rods (23/8 to 65/8 ) Breakout Wrenches Casg Crowns Cushion Subs Diverter Heads Downhole Haers Downhole Haer Bits Drag Bits Floatg Subs Flushg Heads Grout Swivels Ictology Bits Stabilizers Tricone Bits Micropile casg stalled with fully threaded 75 ksi bar reforcement Female and male casg cut and bundled to specifications Saversubs available to fit all sizes of casg Casg accessories clude duplex and flange adapters Downhole haers and bits are available various sizes and shank configurations API drill rods and casg subs are typical toolg items Please note: As we contuously improve the design of our products, product details are subject to change. 88 Technical Hotle: geosolutions@nucorskyle.com

91 MultiStrand Anchor Systems MultiStrand Anchors ASTM A416 No. of 0.6 Strands Nomal Cross Section Area (Aps) ² ² Ultimate Strength (Fpu x Aps) kips kn Maximum Jackg Load (0.8 x Fpu x Aps) kips kn Maximum Design Load (0.6 x Fpu x Aps) kips kn Maximum Lockoff Load (0.5 x Fpu x Aps) kips kn Nomal Steel Weight (Bare Strand) lbs/ft kg/m Aps = Area Prestressg Steel, Fpu = Mimum Ultimate Tensile Strength Strand Anchors utilize 0.6 (15.2) dia. 7wire, Low Relaxation 270 KSI Steel Strand conformg to ASTM A 416. *Maximum lockoff load shall not exceed (0.7 x Fpu x Aps), maximum jackg load shall not exceed (0.8xFpu x Aps) Now available: Hot Melt Extrusion Coated Strand. Consult your sales representative for formation on load distributive or removable strand anchors. Please note: As we contuously improve the design of our products, product details are subject to change. Technical Hotle: geosolutions@nucorskyle.com 89

92 MultiStrand Anchor Systems Detail of PTI Class I DCP Strand Anchor Head STEEL ANCHORHEAD CAP (OPTIONAL) AØ GR50 OR A36 BEARING PLATE H A500 STEEL TRUMPET PIPE 16 Typ. AASHTO M252 HDPE CORRUGATED SHEATH Nucor Skyle can provide a customized bearg plate solution. Anchor Head & Duct Dimensions for DCP Strand Anchors Corrugated Sheath Trumpet Pipe Anchor Head Anchor Head Cap Max. No of Strands OD ID OD ID AØ H OD Height 23* ** * ** ** ** * Based on 1/2 ID PE Grout Tube. ** Based on 3/4 ID PE Grout Tube Note: Consult your Nucor Skyle sales representative about additional variations. 90 Technical Hotle: geosolutions@nucorskyle.com

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