Pole Data Sheets (CDN) INFRASTRUCTURE FOR LIFE

Pole Data Sheets

(CDN)

A

CE

AW

ARD WINN

ER

M

O

ST

CR

EATIV E APPL

IC

AT

IO

N

2005

COMPOSITES EXCELLENCE AWARDS FOR

RS Technologies

[email protected]

+1 877 219 8002

+1 403 219 8000

+1 403 219 8001

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Phone

Fax

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Table of Contents

Pole Data Sheets

1.0 Introduction

.. . . .

.

2

2.0 2006 CSA Construction Standards

.. . . .

.

3

3.0 The Effects of Temperature on Composite Material

.. . . .

.

4

4.0 Pole Top Deflection Calculation

.. . . .

.

4

5.0 RStandard Rated Strength

.. . . .

.

4

6.0 Module and Data Sheet Explanation

.. . . .

.

5

7.0 Guide for RStandard Modular Pole Combinations

.

7.1....Full.Length.Data.Sheet.Overview.Guide

.. . . .

.

7.

.

7.2...30.ft..[9.14.m].to.120.ft..[36.58.m].Data.Sheet.Overview.Guide

.. . . .

.

8

8.0 Pole Data Sheets

.

.

8.1...Full.Length.(FL).Pole.Data.Sheet.Index

.. . . .

. 10.

1.0 Intr

oduc

tion

1.0 Introduction

Included.in.this.package.are.the.data.sheets.for.RStandard®.poles.from.30.ft..[9.14.m].through.120.ft..

[36.58.m],.including.full.length.module.poles..The.information.shown.on.these.sheets.includes.pole.

rated.strength.and.equivalent.composite.pole.class.information.based.on.the.appropriate.Canadian.

Standards.Association.(CSA).Minimum.Load.Factors,.as.well.as.all.relevant.weight.and.dimensional.

data..Also.included.in.this.section.is.a.brief.overview.of.how.composite.poles.are.applied.under.CSA.

22.3.No..1.-.06..These.data.sheets.are.intended.to.be.used.in.conjunction.with.the.RStandard.Structural.

Design.Guide.when.evaluating.RStandard.composite.poles.

2.0 2006 CSA Construction Standards

The.2006.Canadian.Standards.Association.(CSA).C22.3.No.1.Standard.now.officially.recognizes.

composite.poles.as.engineered.and.manufactured.products.and.allows.the.same.Minimum.Load.Factors.

to.be.used.as.for.steel.poles,.providing.that.the.composite.pole.strengths.are.specified.as.5%.LEL.

(Lower.Exclusion.Limit).values.and.that.the.Coefficient.of.Variation.(COV).of.the.poles.is.less.than.or.

equal.to.10%..

Prior.to.the.2006.edition.of.the.CSA.C22.3.No.1.Standard,.composite.poles.by.default.were.required.

to.utilize.wood.Minimum.Load.Factors,.and.composite.pole.strengths.were.typically.based.on.mean.

average.values.similar.to.wood.poles..However,.since.wood.poles.contain.knots,.cracks.and.other.

discontinuities.that.adversely.affect.their.strength.and.because.wood.pole.class.loads.are.based.on.

average.wood.pole.strengths,.the.Minimum.Load.Factors.and.resulting.design.loads.for.wood.poles.are.

required.to.be.higher.than.for.composite,.steel.or.concrete.poles.

The.chart.below.indicates.the.required.factored.loads.for.RStandard

®.composite.poles.that.meet.typical.

CSA.015-05.wood.pole.design.loads.under.CSA.Grades.1.and.2.Construction.Standards.

Note:

The.required.composite.pole.horizontal.factored.load.shall.be.calculated.by.multiplying.the.CSA.

015-05.wood.pole.horizontal.load.for.the.specified.wood.pole.class.by.the.following.ratio:.

As.an.example,.for.CSA.Grade.1.Construction.the.composite.pole.horizontal.factored.load.“equivalent”.

to.a.Class.3.wood.pole.would.be:

CSA 015-05

Wood Pole

Class

CSA 015-05 Wood Pole

Horizontal Load

Grade 1 Composite

Pole Factored Load

Grade 2 Composite

Pole Factored Load

(lbs.)

(kN)

(lbs.)

(kN)

(lbs.)

(kN)

H6

11,400

50.71

7,200

32.03

9,646

42.91

H5

10,000

44.48

6,316

28.09

8,462

37.64

H4

8,700

38.70

5,495

24.44

7,362

32.75

H3

7,500

33.36

4,737

21.07

6,346

28.23

H2

6,400

28.47

4,042

17.98

5,415

24.09

H1

5,400

24.02

3,411

15.17

4,569

20.32

1

4,500

20.02

2,842

12.64

3,808

16.94

2

3,700

16.46

2,337

10.39

3,131

13.93

3

3,000

13.34

1,895

8.43

2,538

11.29

4

2,400

10.68

1,516

6.74

2,031

9.03

5

1,900

8.45

1,200

5.34

1,608

7.15

CPC.=.Composite.Pole.Class

WPC.=.Wood.Pole.Class

CMLF.=Composite.Minimum.Load.Factor

WMLF.=Wood.Minimum.Load.Factor

CPC.=.WPC.x...

C M LF

WMLF

CPC.=.3,000.lb..x...=.1,895.lb..OR..CPC.=.13.34.kN.x...=.8.43.kN....

1 . 2

1.9

1 . 2

1.9

2.0 2006 CS

A C

onstruc

tion Sta

nda

rds

3.

0 T

em

pe

ra

tu

re / 4

.0 D

efl

ec

tio

n

5.

0 R

at

ed S

tr

en

gt

h

The.physical.properties.of.a.composite.material.vary.with.temperature..As.a.baseline,.the.“Rated.

Strength”.shown.on.the.data.sheets.are.based.on.an.ambient.temperature.of.20°C.[68°F]..Additional.

data.may.also.be.available.for.other.ambient.temperatures.upon.request.

4.0 Pole Top Deflection Calculation

To.calculate.the.pole.top.deflection.of.a.particular.RStandard

®.pole,.simply.locate.the.“Stiffness.

Ratio”.on.the.respective.data.sheet.and.then.divide.the.given.load.by.the.Stiffness.Ratio.to.obtain.the.

corresponding.pole.top.deflection..The.Stiffness.Ratios.on.the.data.sheets.are.based.on.an.ambient.

temperature.of.20°C.[68°F],.but.may.also.be.available.for.other.ambient.temperatures.upon.request..

Refer.to.the.‘Structural.Design.Guide’.for.more.information.on.deflection.

5.0 RStandard Rated Strength

Rated.strengths,.which.are.shown.on.the.data.sheets,.are.less.than.or.equal.to.5%.LEL.strength.values.

3.0 The Effects of Temperature on Composite Material

6.0 Mo

dule a

nd D

ata She

et Expla

nation

6.0 Module and Data Sheet Explanation

The.following.pole.data.uses.

the.RStandard®.pole.codes..See.

Figure.1.for.an.understanding.of.

pole.code.components.

From.Figure.1.the.sample.code.

denotes.a.45.ft..[13.7.m].pole.

using.modules.2,.3.and.4.with.

the.top.module.cut.to.achieve.

the.45.ft..[13.7.m].length.

Note:.The.RStandard.pole.

codes.in.this.document.for.

reinforced.modules.(“RRRR”),.

colour.(“CCC”).and.hardware.

configuration.(“HHH”).have.

not.been.defined.as.the.data.

sheets.represent.basic.module.

combinations.

Resin Systems Pole

Length

125.0 FT. = 1250

12.2 M = 0122

45.0 FT. = 0450

Length Unit of Measure

Meters

= M

Feet

= F

First and Last Modules in Pole

M1S

= 01

M1L

=1L

M2

= 02

M3

= 03

M4

= 04

M5

= 05

M5/6

= 06

M6/7

= 07

M8/9

= 09

M10/11

= 11

Top Module Length

Full Length = F

Cut Length = C

RSP-0450-F-0204-C-0000-GY-000

Hardware Configuration

Std. Hardware = 000

Colour

Grey

= GY

Brown = BN

Custom Colour = 01

First and Last Reinforced Modules

M1S

= 01

M1L

= 1L

M2

= 02

M3

= 03

M4

= 04

M5

= 05

M5/6

= 06

M6/7

= 07

M8/9

= 09

M10/11

= 11

Module

Label

Length

(m)

Thickness

(cm)

Mass

(kg)

Taper

Tube

(mm/m)

Lap

Length

(m)

Tip

Diameter

(cm)

Base

Diameter

(cm)

Standard

Base Plate

Diameter (mm)

N-1 Base Plate

Diameter

(mm)

1L

6.147

1.18

98

9.09

0.516

19.22

24.81

325.9

N/A

1

4.615

1.18

69

9.27

0.516

20.53

24.81

325.9

N/A

2

5.385

0.965

77

20.22

0.69

21.01

31.9

400.6

325.9

3

5.3

0.965

102

20.26

0.851

28.16

38.9

471.5

400.6

4

5.774

0.965

136

20.14

1.024

34.77

46.4

546

471.5

5

5.789

1.03

163

20.59

1.196

42.14

54.06

621.4

546

5/6

10.63

1.18

350

19.71

0

42.13

63.08

709.7

621.4¹

6/7

10.63

1.08

408

20.52

1.584

49.1

70.91

790.1

709.7

8/9

10.895

1.165

543

20.17

1.964

65.59

87.56

940.5

N/A

10/11

11.24

1.165

680

19.88

0

81.19

103.53

1115.2 ²

N/A

M

etric Units

Module

Label

Length

(ft.)

Thickness

(in.)

Weight

(lbs.)

Taper

Tube

(in./ft.)

Lap

Length

(ft.)

Tip

Diameter

(in.)

Base

Diameter

(in.)

Standard Base

Plate Diameter

(in.)

N-1 Base Plate

Diameter

(in.)

1L

20.167

0.465

216.1

0.109

1.694

7.567

9.768

12.83

N/A

1

15.141

0.465

152.1

0.111

1.694

8.083

9.768

12.83

N/A

2

17.667

0.38

169.8

0.243

2.264

8.272

12.559

15.77

12.83

3

17.389

0.38

224.9

0.243

2.792

11.087

15.315

18.56

15.77

4

18.944

0.38

299.8

0.242

3.36

13.689

18.268

21.49

18.56

5

18.993

0.406

359.4

0.247

3.924

16.591

21.284

24.46

21.49

5/6

34.875

0.465

771.6

0.236

0

16.587

24.835

27.94

24.46¹

6/7

34.875

0.425

899.5

0.246

5.197

19.331

27.917

31.11

27.94

8/9

35.745

0.459

1197.1

0.242

6.444

25.823

34.472

37.03

N/A

10/11

36.877

0.459

1499.1

0.239

0

31.965

40.76

43.91²

N/A

Imp

erial Units

¹

.

M5/6.Base.OD.=.630.8.mm,.however.N-1.base.plate.(M5).does.work..

²

M10/11.Base.Plate.is.not.circular.but.approximately.965.2.mm.with.trimmed.corners.measuring.1115.2.mm.corner.to.corner.

¹

.

M5/6.Base.OD.=.24.835”,.however.N-1.base.plate.(M5).does.work..

²

M10/11.Base.Plate.is.not.circular.but.approximately.38”.x.38”.with.trimmed.corners.measuring.43.91”.corner.to.corner.

How to read and interpret the RStandard pole data sheets per the example:

.

Indicates.pole.length.and.module.configuration.

.

Pole.code

.

Indicates.nominal.assembled.pole.length.and.which.specific.modules.are.utilized.for.the..

.

given.pole.

.

“Pole.Properties”.provides.information.for.the.assembled.pole,.including:

...•....Weight.and.dimensional.information.for.the.assembled.pole.is.provided.under.the..

...

...columns.“Pole.Weight”,.“Tip.Diameter”,.“Base.Diameter”,.“Overall.Pole.Taper”,.“O.D..

...at.Groundline”,.“Pole.Length”.and.“Embedment.Depth”.

...•....“Stiffness.Ratio”:.Used.to.determine.pole.top.deflection..Pole.top.deflection.for.any.. .

.

...given..load.can.be.determined.by.dividing.the.“load”.by.the.“stiffness.ratio”.

...•....“Standard.Truckload.Quantity”:.Indicates.the.number.of.complete.poles,.each...

..

...consisting.of..nested.modules,.that.can.be.carried.on.a.standard.flatbed.truck.

...•...“Load.Rating”:.Rated.strengths.are.less.than.or.equal.to.5%.LEL.strength.values.

.

“Module.Properties”.provides.weight.and.dimensional.information.for.individual..

.

...modules.within.the.assembled.pole.

.

Classes.are.based.on.applicable.CSA.Minimum.Load.Factors.

...The.“Notes”.section.provides.detailed.explanations.and.clarifications.for.the.information..

...contained.in..the.data.sheet..

1

2

3

4

5

6

7

46.24 ft. 547 lbs. 8.08 in. 15.31 in. 0.16 in./ft. 13.70 in. 6.62 ft. 23 lbs./in. lbs.

14.09 m 248 kg 205 mm 389 mm 13 mm/m 348 mm 2.02 m 4.0 N/mm kN Module 15.14 ft. 17.67 ft. 17.39 ft. 4.62 m 5.38 m 5.30 m 152 lbs. 170 lbs. 225 lbs. 69 kg 77 kg 102 kg

8.08 in. 8.27 in. 11.09 in.

205 mm 210 mm 282 mm

9.77 in. 12.56 in. 15.31 in.

248 mm 319 mm 389 mm 78

H3

H1

Grade 1

Grade 2

21.240 Base O.D. M od ul e Pr op er tie s

1

2

3

Tip O.D.

CSA Pole Classification

Length Weight Po le Pr op er tie s

Pole Length Pole Weight Tip O.D. Base O.D. Overall Pole Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating Standard Truckload_Quantity

4775

RStandard® 46 ft. [14 m] Pole

Modules: 1 2 3

RSP-0462-F-0103-F-RRRR-CC-HHH

4 5 5 2 3 Notes:

[2] Due to slip-joint tolerances, the final assembled pole length may differ from the nominal pole length.

The Load rating, Stiffness ratio and all other data are correct to 68°F [20°C].

[4] Pole tip deflection (in. or mm) for a given load applied 2 ft. [0.61 m] from the tip can be approximated by dividing the load (lb. or N) by the "Stiffness Ratio". [3] The pole weight refers to combined module weight only.

[5] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors.

The above weights and dimensions are nominal values based on theoretical averages.

Imperial units above are in black.Metricunits above are ingray italics.

[1] Note that the RStandard pole codes in this document for reinforced modules ("RRRR"), colour ("CCC") and hardware configuration ("HHH") have not been defined as the data sheets represent basic module combinations. See page 6 for the Pole Code Legend.

1

2

3

4

5

6

7

6.0 Mo

dule a

nd D

ata She

et Expla

nation

Pole Length¹

Page #

RStandard® Pole

Code²

Modules Used

Classification³

CSA Pole

Pole Weight⁴

Tip Diameter⁵

Butt Diameter

Grade 1 Grade 2

lb.

kg

in.

mm

in.

mm

31.11 ft.

[9.48 m]

12

RSP-0311-F-0102-F M1, 2

H2

1

322

146

8.08

205

12.56

319

46.24 ft.

[14.09 m]

13

RSP-0462-F-0103-F M1, 2, 3

H3

H1

547

248

8.08

205

15.31

389

62.39 ft.

[19.02 m]

14

RSP-0624-F-0104-F M1, 2, 3, 4

1

2

847

384

8.08

205

18.27

464

78.03 ft.

[23.78 m]

15

RSP-0780-F-0105-F M1, 2, 3, 4, 5

H1

2

1206

547

8.08

205

21.28

541

93.91 ft.

[28.62 m]

16

RSP-0939-F-0106-F M1, 2, 3, 4, 5/6

2

3

1618

734

8.08

205

24.83

631

32.79 ft.

[9.99 m]

17

RSP-0328-F-0203-F M2, 3

H6

H3

395

179

8.27

210

15.31

389

48.94 ft.

[14.92 m]

18

RSP-0489-F-0204-F M2, 3, 4

H2

H1

694

315

8.27

210

18.27

464

64.58 ft.

[19.68 m]

19

RSP-0646-F-0205-F M2, 3, 4, 5

H3

H1

1054

478

8.27

210

21.28

541

80.46 ft.

[24.52 m]

20

RSP-0805-F-0206-F M2, 3, 4, 5/6

1

2

1466

665

8.27

210

24.83

631

95.53 ft.

[29.12 m]

21

RSP-0955-F-0207-F M2, 3, 4, 5, 6/7

H1

2

1953

886

8.27

210

27.91

709

33.54 ft.

[10.22 m]

22

RSP-0335-F-0304-F M3, 4

H6

H3

525

238

11.08

282

18.27

464

49.17 ft.

[14.99 m]

23

RSP-0492-F-0305-F M3, 4, 5

H5

H3

884

401

11.08

282

21.28

541

65.06 ft.

[19.83 m]

24

RSP-0651-F-0306-F M3, 4, 5/6

H2

H1

1296

588

11.08

282

24.83

631

80.13 ft.

[24.42 m]

25

RSP-0801-F-0307-F M3, 4, 5, 6/7

H2

H1

1784

809

11.08

282

27.91

709

110.68 ft.

[33.73 m]

26

RSP-1107-F-0309-F M3, 4, 5, 6/7, 8/9

H3

H1

2981

1352

11.08

282

34.47

876

50.46 ft.

[15.38 m]

27

RSP-0505-F-0406-F M4, 5/6

H5

H3

1071

486

13.69

348

24.83

631

65.53 ft.

[19.97 m]

28

RSP-0655-F-0407-F M4, 5, 6/7

H4

H2

1559

707

13.69

348

27.91

709

96.08 ft.

[29.29 m]

29

RSP-0961-F-0409-F M4, 5, 6/7, 8/9

H4

H2

2756

1250

13.69

348

34.47

876

126.51 ft.

[38.56 m]

30

RSP-1265-F-0411-F M4, 5, 6/7, 8/9, 10/11

H4

H2

4256

1930

13.69

348

40.76

1035

49.94 ft.

[15.22 m]

31

RSP-0499-F-0507-F M5, 6/7

H6

H5

1259

571

16.59

421

27.91

709

80.49 ft.

[24.53 m]

32

RSP-0805-F-0509-F M5, 6/7, 8/9

H6

H4

2456

1114

16.59

421

34.47

876

110.93 ft.

[33.81 m]

33

RSP-1109-F-0511-F M5, 6/7, 8/9, 10/11

H6

H4

3956

1794

16.59

421

40.76

1035

65.42ft.

[19.94 m]

34

RSP-0654-F-0709-F M6/7, 8/9

H6

H6

2097

951

19.33

491

34.47

876

95.86 ft.

[29.22 m]

35

RSP-0959-F-0711-F M6/7, 8/9,10/11

H6

H5

3596

1631

19.33

491

40.76

1035

7.1 F

ull L

ength D

ata She

et O

ver

view Guide

Notes:

[1] Due to slip joint tolerances, the final assembled pole length may differ from the nominal pole length.

[2] The RStandard pole codes in this document have been truncated to represent basic module combinations and do not include reinforced module, colour or hardware configuration information. See page 6 for the Pole Code Legend.

[3] Equivalent pole class is reported based on the appropriate CSA load and strength factors. [4] The pole weight refers to combined module weight only.

[5] The top module may be trimmed based on the estimated final assembled pole length; the length and outside tip diameter of the top module may vary accordingly. [6] Imperial units above are in black. Metric units above are in gray italics.

7.0 Guide for RStandard

® Modular Pole Combinations

7.2 D

ata She

et O

ver

view Guide

Pole Length¹

Page #

RStandard® Pole

Code²

Modules Used

Classification³

CSA Pole

Pole Weight⁴

Tip Diameter⁵

Butt Diameter

Grade 1 Grade 2

lb.

kg

in.

mm

in.

mm

30 ft.

[9.14 m]

36

37

RSP-0300-F-0102-C M1, 2

RSP-0300-F-0203-C M2, 3

H2

H6

H1

H4

373

312

169

141

8.21

8.95

227

208

15.31

12.56

319

389

38

RSP-0300-F-0304-C M3, 4

H6

H4

485

220

11.95

303

18.27

464

35 ft.

[10.67 m]

39

40

RSP-0350-F-0103-C M1, 2, 3

RSP-0350-F-1L02-C M1L, 2

H1

H5

H3

2

437

375

170

198

7.69

9.33

237

195

15.31

12.56

319

389

41

RSP-0350-F-0204-C M2, 3, 4

H5

H3

566

257

11.66

296

18.27

464

42

RSP-0350-F-0305-C M3, 4, 5

H6

H6

706

320

14.53

369

21.28

541

40 ft.

[12.19 m]

43

44

RSP-0400-F-0103-C M1, 2, 3

RSP-0400-F-0204-C M2, 3, 4

H4

H4

H2

H2

617

488

221

280

10.44

8.78

265

223

18.27

15.31

389

464

45

RSP-0400-F-0305-C M3, 4, 5

H6

H5

775

351

13.32

338

21.28

541

46

RSP-0400-F-0406-C M4, 5/6

H6

H4

917

416

16.22

412

24.83

631

45 ft.

[13.72 m]

47

48

RSP-0450-F-0103-C M1, 2, 3

RSP-0450-F-0204-C M2, 3, 4

H3

H3

H1

H1

663

535

243

301

8.22

9.23

234

209

18.27

15.31

389

464

49

RSP-0450-F-0305-C M3, 4, 5

H6

H4

837

380

12.10

307

21.28

540

50

RSP-0450-F-0406-C M4, 5/6

H6

H3

994

451

15.01

381

24.83

631

51

RSP-0450-F-0507-C M5, 6/7

H6

H6

1174

533

17.81

452

27.92

709

50 ft.

[15.24 m]

52

53

RSP-0500-F-1L03-C M1L, 2, 3

RSP-0500-F-0104-C M1, 2, 3, 4

H2

H2

1

1

724

599

272

329

7.71

9.46

240

196

18.27

15.31

389

464

54

RSP-0500-F-0205-C M2, 3, 4, 5

H5

H3

919

417

11.81

300

21.28

541

55

RSP-0500-F-0406-C M4, 5/6

H5

H3

1065

483

13.80

351

24.83

631

56

RSP-0500-F-0507-C M5, 6/7

H6

H5

1259

571

16.59

421

27.92

709

55 ft.

[16.76 m]

57

58

RSP-0550-F-0104-C M1, 2, 3, 4

RSP-0550-F-0205-C M2, 3, 4, 5

H1

H4

H2

1

971

776

352

440

10.60

8.91

269

226

21.28

18.27

464

541

59

RSP-0550-F-0306-C M3, 4, 5/6

H4

H2

1175

533

13.53

344

24.83

631

60

RSP-0550-F-0407-C M4, 5, 6/7

H6

H4

1403

636

16.23

412

27.92

709

61

RSP-0550-F-0709-C M6/7, 8/9

H6

H6

1863

845

21.90

556

34.47

876

60 ft.

[18.29 m]

62

63

RSP-0600-F-0104-C M1, 2, 3, 4

RSP-0600-F-0205-C M2, 3, 4, 5

H1

H3

H1

2

1017

825

374

461

8.35

9.38

238

212

21.28

18.27

464

541

64

RSP-0600-F-0306-C M3, 4, 5/6

H3

H1

1238

562

12.32

313

24.83

631

65

RSP-0600-F-0407-C M4, 5, 6/7

H5

H3

1480

671

15.03

382

27.92

709

66

RSP-0600-F-0709-C M6/7, 8/9

H6

H6

1979

898

20.67

525

34.47

876

65 ft.

[19.81 m]

67

68

RSP-0650-F-0105-C M1, 2, 3, 4, 5

RSP-0650-F-0306-C M3, 4, 5/6

H2

H2

H1

H1

1296

1077

488

588

11.10

9.53

282

242

24.83

21.28

541

631

69

RSP-0650-F-0407-C M4, 5, 6/7

H5

H3

1552

704

13.82

351

27.92

709

70

RSP-0650-F-0709-C M6/7, 8/9

H6

H6

2088

947

19.44

494

34.47

876

70 ft.

[21.34 m]

71

72

RSP-0700-F-0105-C M1, 2, 3, 4, 5

RSP-0700-F-0206-C M2, 3, 4, 5/6

H2

H3

H1

1

1366

1129

512

619

10.81

8.98

275

228

24.83

21.28

541

631

73

RSP-0700-F-0307-C M3, 4, 5, 6/7

H4

H2

1662

754

13.55

344

27.92

709

74

RSP-0700-F-0509-C M5, 6/7, 8/9

H6

H5

2269

1029

19.18

487

34.47

876

75

RSP-0700-F-0711-C M6/7, 8/9, 10/11

H6

H6

2961

1343

25.70

653

40.76

1035

75 ft.

[22.86 m]

76

₇₇

RSP-0750-F-0105-C M1, 2, 3, 4, 5

_{RSP-0750-F-0206-C M2, 3, 4, 5/6}

H1

_H1

1

₂

₁₄₂₁

1178

534

₆₄₅

8.42

_9.60

₂₄₄

214

_24.83

21.28

541

₆₃₁

78

RSP-0750-F-0307-C M3, 4, 5, 6/7

H3

H1

1725

782

12.33

313

27.92

709

79

RSP-0750-F-0509-C M5, 6/7, 8/9

H6

H4

2362

1071

17.95

456

34.47

876

80

RSP-0750-F-0711-C M6/7, 8/9,10/11

H6

H6

3098

1405

24.47

621

40.76

1035

80 ft.

[24.38 m]

81

₈₂

RSP-0800-F-0206-C M2, 3, 4, 5/6

_{RSP-0800-F-0307-C M3, 4, 5, 6/7}

_H2

1

_H1

2

₁₇₈₂

1462

663

₈₀₈

_11.12

8.38

₂₈₂

213

_27.92

24.83

631

₇₀₉

83

RSP-0800-F-0509-C M5, 6/7, 8/9

H6

H4

2448

1110

16.71

424

34.47

876

84

RSP-0800-F-0711-C M6/7, 8/9, 10/11

H6

H6

3229

1464

23.23

590

40.76

1035

85 ft.

[25.91 m]

85

₈₆

RSP-0850-F-0106-C M1, 2, 3, 4, 5/6

_{RSP-0850-F-0207-C M2, 3, 4, 5, 6/7}

_H2

1

3

₁

₁₈₆₁

1532

695

₈₄₄

_10.83

9.07

₂₇₅

230

_27.92

24.83

631

₇₀₉

87

RSP-0850-F-0409-C M4, 5, 6/7, 8/9

H6

H3

2591

1175

16.37

416

34.47

876

88

RSP-0850-F-0711-C M6/7, 8/9, 10/11

H6

H6

3352

1520

22.00

559

40.76

1035

Notes:

[1] Due to slip joint tolerances, the final assembled pole length may differ from the nominal pole length.

[2] The RStandard pole codes in this document have been truncated to represent basic module combinations and do not include reinforced module, colour or hardware configuration information. See page 6 for the Pole Code Legend.

[3] Equivalent pole class is reported based on the appropriate CSA load and strength factors. [4] The pole weight refers to combined module weight only.

[5] The top module may be trimmed based on the estimated final assembled pole length; the length and outside tip diameter of the top module may vary accordingly. [6] Imperial units above are in black. Metric units above are in gray italics.

7.2 O

ver

view Guide

Pole Length¹

Page #

RStandard® Pole

Code²

Modules Used

Classification³

CSA Pole

Pole Weight⁴

Tip Diameter⁵

Butt Diameter

Grade 1 Grade 2

lb.

kg

in.

mm

in.

mm

90 ft.

[27.43 m]

89

90

RSP-0900-F-0207-C M2, 3, 4, 5, 6/7

RSP-0900-F-0409-C M4, 5, 6/7, 8/9

H1

H5

H3

1

2669

1908

1211

865

15.16

9.61

385

244

34.47

27.92

709

876

91

RSP-0900-F-0711-C M6/7, 8/9, 10/11

H6

H6

3469

1573

20.77

528

40.76

1035

95 ft.

[28.96 m]

92

93

RSP-0950-F-0207-C M2, 3, 4, 5, 6/7

RSP-0950-F-0409-C M4, 5, 6/7, 8/9

H1

H4

H2

2

2741

1949

1243

884

13.95

8.40

354

213

34.47

27.92

709

876

94

RSP-0950-F-0711-C M6/7, 8/9, 10/11

H6

H6

3578

1623

19.54

496

40.76

1035

100 ft.

[30.48 m]

95

96

RSP-1000-F-0309-C M3, 4, 5, 6/7, 8/9

RSP-1000-F-0511-C M5, 6/7, 8/9, 10/11

H4

H6

H2

H5

3760

2852

1293

1706

13.68

19.29

490

348

40.76

34.47

1035

876

105 ft.

[32.00 m]

97

98

RSP-1050-F-0309-C M3, 4, 5, 6/7, 8/9

RSP-1050-F-0511-C M5, 6/7, 8/9, 10/11

H3

H6

H1

H5

3853

2916

1323

1748

12.47

18.05

459

317

40.76

34.47

1035

876

110 ft.

[33.53 m]

100

99

RSP-1100-F-0309-C M3, 4, 5, 6/7, 8/9

RSP-1100-F-0511-C M5, 6/7, 8/9, 10/11

H3

H6

H1

H4

3940

2974

1349

1787

11.25

16.82

427

286

40.76

34.47

1035

876

115 ft.

[35.05 m]

101

102

RSP-1150-F-0209-C M2, 3, 4, 5, 6/7, 8/9

RSP-1150-F-0411-C M4, 5, 6/7, 8/9, 10/11

H2

H6

H4

1

4084

3053

1385

1852

10.96

16.47

418

278

40.76

34.47

1035

876

120 ft.

[36.58 m]

103

₁₀₄

RSP-1200-F-0209-C M2, 3, 4, 5, 6/7, 8/9

_{RSP-1200-F-0411-C M4, 5, 6/7, 8/9, 10/11}

H2

_H5

_H3

1

₄₁₆₂

3100

1406

₁₈₈₈

_15.26

9.75

₃₈₈

248

_40.76

34.47

₁₀₃₅

876

Notes:

[1] Due to slip joint tolerances, the final assembled pole length may differ from the nominal pole length.

[2] The RStandard pole codes in this document have been truncated to represent basic module combinations and do not include reinforced module, colour or hardware configuration information. See page 6 for the Pole Code Legend.

[3] Equivalent pole class is reported based on the appropriate CSA load and strength factors. [4] The pole weight refers to combined module weight only.

[5] The top module may be trimmed based on the estimated final assembled pole length; the length and outside tip diameter of the top module may vary accordingly. [6] Imperial units above are in black. Metric units above are in gray italics.

8.0 Pole Data Sheets

31 ft. [9.4 m]

46 ft. [14 m]

62 ft. [19 m]

78 ft. [23.7 m]

94 ft. [28.6 m]

33 ft. [9.9 m]

49 ft. [14.9 m]

65 ft. [19.6 m]

80 ft. [24.5 m]

96 ft. [29.1 m]

34 ft. [10.2 m]

49 ft. [14.9 m]

65 ft. [19.8 m]

80 ft. [24.4 m]

111 ft. [33.7 m]

50 ft. [15.3 m]

66 ft. [19.9 m]

96 ft. [29.2 m]

127 ft. [38.5 m]

50 ft. [15.2 m]

80 ft. [24.5 m]

111 ft. [33.8 m]

65 ft. [19.9 m]

96 ft. [29.2 m]

8.1 Full Length (FL) Pole Data Sheets

Pole Description

Refer to Page #

8.1 F

ull L

ength D

ata She

ets

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

30 ft. [9.1 m]

35 ft. [10.6 m]

40 ft. [12.1 m]

45 ft. [13.7 m]

50 ft. [15.2 m]

55 ft. [16.7 m]

60 ft. [18.2 m]

65 ft. [19.8 m]

70 ft. [21.3 m]

75 ft. [22.8 m]

80 ft. [24.3 m]

85 ft. [25.9 m]

90 ft. [27.4 m]

95 ft. [28.9 m]

100 ft. [30.4 m]

105 ft. [32 m]

110 ft. [33.5 m]

115 ft. [35 m]

120 ft. [36.5 m]

8.2 30 ft. [9.14 m] through 120 ft. [36.58 m]

Pole Description

Refer to Page #

8.2 D

ata She

ets

36

39

43

47

52

57

62

67

71

76

81

85

89

92

95

97

99

101

103

Full L

ength D

ata She

ets

31

.1

1

ft.

32

2

lb

s.

8.

08

in

.

12

.5

6

in

.

0.

14

in

./f

t.

11

.2

0

in

.

5.

61

ft.

50

.2

lb

s.

/in

.

lb

s.

9.

48

m

14

6

kg

20

5

m

m

31

9

m

m

12

m

m

/m

28

4

m

m

1.

71

m

8.8

N/

m

m

kN

M od ul e

15

.14

ft.

17

.67

ft.

4.

62

m

5.

38

m

152

lbs.

170

lbs.

69

kg

77

kg

8.

08

in.

8.

27

in.

205

mm

210

mm

9.

77

in.

12

.56

in.

248

mm

319

mm

Mod

ule

per

Pro

tie

s

1

2

Ti p O .D .

Loa

d

Rating

C

SA

Po

le

C

la

ss

ifi

ca

tio

n

Le ng th W ei gh t

G

ra

de

1

G

ra

de

2

B as e O .D .

44

50

19

.7

95

H2

1

Standa

rd

Truc

Quantity

12

6

Pol

e

per

Pro

tie

s

Pol

e

Length

Pol

e

Weight

Ti

p

O.D.

Bas

e

O.D.

O

ver

al

lPol

e

Taper

O.D

.a

tGroundline

Em

bed

m

en

tDepth

Stiffnes

s

Ratio

M

od

ul

es

:

1

2

RSP

-0311-F-0102-F-RRRR-CC-HHH

4 5

5

2 3

RS

ta

nd

ard®

3

1

ft

. [

9.4 m

] P

ole

Not

es:

[2 ] D ue to sl ip -jo in tt ol er an ce s, th e fin al ass em bl ed po le le ng th m ay di ffe rf ro m th e no m in al po le le ng th . Th e Lo ad ra tin g, S tif fn es s ra tio an d al lo th er da ta ar e co rre ct to 68 °F [2 0° C ]. [4 ] P ol e tip de fle ct io n (in .o rm m )f or a gi ve n lo ad ap pl ie d 2 ft. [0 .6 1 m ]f ro m th e tip ca n be ap pr ox im at ed by di vi di ng th e lo ad (lb .o rN )b y th e "S tif fn es s R at io ". [3 ] Th e po le w ei gh tr ef er s to co m bi ne d m od ul e w ei gh to nl y. [5 ] Fa ct or ed w or ki ng lo ad an d eq ui va le nt po le cl as s ar e re po rte d ba se d on th e ap pr op ria te C SA lo ad an d st re ng th fa ct or s. Th e ab ov e w ei gh ts an d di m en si on s ar e no m in al va lu es ba se d on th eo re tic al av er ag es. Im pe ria lu ni ts ab ov e ar e in bl ac k. M et ric un its ab ov e ar e in gr ay ita lic s . [1 ] N ot e th at th e R S ta nd ar d po le c od es in th is d oc um en t f or re in fo rc ed m od ul es (" R R R R ") , c ol ou r ( "C C C ") a nd h ar dw ar e co nf ig ur at io n (" H H H ") h av e no t b ee n de fin ed a s th e da ta s he et s re pr es en t b as ic m od ul e co m bi na tio ns . S ee p ag e 6 fo r t he P ol e C od e Le ge nd .

Full L

ength D

ata She

ets

46

.2

4

ft.

54

7

lb

s.

8.

08

in

.

15

.3

1

in

.

0.

16

in

./f

t.

13

.7

0

in

.

6.

62

ft.

23

lb

s.

/in

.

lb

s.

14

.0

9

m

24

8

kg

20

5

m

m

38

9

m

m

13

m

m

/m

34

8

m

m

2.

02

m

4.0

N/

m

m

kN

M od ul e

15

.14

ft.

17

.67

ft.

17

.39

ft.

4.

62

m

5.

38

m

5.

30

m

152

lbs.

170

lbs.

225

lbs.

69

kg

77

kg

102

kg

8.

08

in.

8.

27

in.

11

.09

in.

205

mm

210

mm

282

mm

9.

77

in.

12

.56

in.

15

.31

in.

248

mm

319

mm

389

mm

78

H3

H1

G

ra

de

1

G

ra

de

2

21

.2

40

B as e O .D .

Mod

ule

per

Pro

tie

s

1

2

3

Ti p O .D .

C

SA

Po

le

C

la

ss

ifi

ca

tio

n

Le ng th W ei gh t

Pol

e

per

Pro

tie

s

Pol

e

Length

Pol

e

Weight

Ti

p

O.D.

Bas

e

O.D.

O

ver

al

lPol

e

Taper

O.D

.a

tGroundline

Em

bed

m

en

tDepth

Stiffnes

s

Ratio

Loa

d

Rating

Standa

rd

Truc

Quantity

47

75

RS

ta

nd

ard®

4

6

ft

. [

14

m

] P

ole

M

od

ules:

1

2

3

RSP

-0462-F-0103-F-RRRR-CC-HHH

4 5

5

2 3

Not

es:

[2 ] D ue to sl ip -jo in tt ol er an ce s, th e fin al ass em bl ed po le le ng th m ay di ffe rf ro m th e no m in al po le le ng th . Th e Lo ad ra tin g, S tif fn es s ra tio an d al lo th er da ta ar e co rre ct to 68 °F [2 0° C ]. [4 ] P ol e tip de fle ct io n (in .o rm m )f or a gi ve n lo ad ap pl ie d 2 ft. [0 .6 1 m ]f ro m th e tip ca n be ap pr ox im at ed by di vi di ng th e lo ad (lb .o rN )b y th e "S tif fn es s R at io ". [3 ] Th e po le w ei gh tr ef er s to co m bi ne d m od ul e w ei gh to nl y. [5 ] Fa ct or ed w or ki ng lo ad an d eq ui va le nt po le cl as s ar e re po rte d ba se d on th e ap pr op ria te C SA lo ad an d st re ng th fa ct or s. Th e ab ov e w ei gh ts an d di m en si on s ar e no m in al va lu es ba se d on th eo re tic al av er ag es. Im pe ria lu ni ts ab ov e ar e in bl ac k. M et ric un its ab ov e ar e in gr ay ita lic s . [1 ] N ot e th at th e R S ta nd ar d po le c od es in th is d oc um en t f or re in fo rc ed m od ul es (" R R R R ") , c ol ou r ( "C C C ") a nd h ar dw ar e co nf ig ur at io n (" H H H ") h av e no t b ee n de fin ed a s th e da ta s he et s re pr es en t b as ic m od ul e co m bi na tio ns . S ee p ag e 6 fo r t he P ol e C od e Le ge nd .

Full L

ength D

ata She

ets

62

.3

9

ft.

84

7

lb

s.

8.

08

in

.

18

.2

7

in

.

0.

16

in

./f

t.

16

.2

8

in

.

8.

24

ft.

12

.7

lb

s.

/in

.

lb

s.

19

.0

2

m

38

4

kg

20

5

m

m

46

4

m

m

14

m

m

/m

41

3

m

m

2.

51

m

2.2

N/

m

m

kN

M od ul e

15

.14

ft.

17

.67

ft.

17

.39

ft.

18

.94

ft.

4.

62

m

5.

38

m

5.

30

m

5.

77

m

152

lbs.

170

lbs.

225

lbs.

300

lbs.

69

kg

77

kg

102

kg

136

kg

8.

08

in.

8.

27

in.

11

.09

in.

13

.69

in.

205

mm

210

mm

282

mm

348

mm

9.

77

in.

12

.56

in.

15

.31

in.

18

.27

in.

248

mm

319

mm

389

mm

464

mm

53

1

2

G

ra

de

1

G

ra

de

2

14

.7

90

B as e O .D .

Mod

ule

per

Pro

tie

s

1

2

3

4

Ti p O .D .

C

SA

Po

le

C

la

ss

ifi

ca

tio

n

Le ng th W ei gh t

Pol

e

per

Pro

tie

s

Pol

e

Length

Pol

e

Weight

Ti

p

O.D.

Bas

e

O.D.

O

ver

al

lPol

e

Taper

O.D

.a

tGroundline

Em

bed

m

en

tDepth

Stiffnes

s

Ratio

Loa

d

Rating

Standa

rd

Truc

Quantity

33

25

RS

ta

nd

ard®

6

2

ft

. [

19

m

] P

ole

M

od

ules:

1

2

3

4

RSP

-0624-F-0104-F-RRRR-CC-HHH

4 5

5

2 3

Not

es:

[2 ] D ue to sl ip -jo in tt ol er an ce s, th e fin al ass em bl ed po le le ng th m ay di ffe rf ro m th e no m in al po le le ng th . Th e Lo ad ra tin g, S tif fn es s ra tio an d al lo th er da ta ar e co rre ct to 68 °F [2 0° C ]. [4 ] P ol e tip de fle ct io n (in .o rm m )f or a gi ve n lo ad ap pl ie d 2 ft. [0 .6 1 m ]f ro m th e tip ca n be ap pr ox im at ed by di vi di ng th e lo ad (lb .o rN )b y th e "S tif fn es s R at io ". [3 ] Th e po le w ei gh tr ef er s to co m bi ne d m od ul e w ei gh to nl y. [5 ] Fa ct or ed w or ki ng lo ad an d eq ui va le nt po le cl as s ar e re po rte d ba se d on th e ap pr op ria te C SA lo ad an d st re ng th fa ct or s. Th e ab ov e w ei gh ts an d di m en si on s ar e no m in al va lu es ba se d on th eo re tic al av er ag es. Im pe ria lu ni ts ab ov e ar e in bl ac k. M et ric un its ab ov e ar e in gr ay ita lic s . [1 ] N ot e th at th e R S ta nd ar d po le c od es in th is d oc um en t f or re in fo rc ed m od ul es (" R R R R ") , c ol ou r ( "C C C ") a nd h ar dw ar e co nf ig ur at io n (" H H H ") h av e no t b ee n de fin ed a s th e da ta s he et s re pr es en t b as ic m od ul e co m bi na tio ns . S ee p ag e 6 fo r t he P ol e C od e Le ge nd .

Full L

ength D

ata She

ets

78

.0

3

ft.

12

06

lb

s.

8.

08

in

.

21

.2

8

in

.

0.

17

in

./f

t.

18

.8

6

in

.

9.

80

ft.

9.4

lb

s.

/in

.

lb

s.

23

.7

8

m

54

7

kg

20

5

m

m

54

1

m

m

14

m

m

/m

47

9

m

m

2.

99

m

1.6

N/

m

m

kN

M od ul e

15

.14

ft.

17

.67

ft.

17

.39

ft.

18

.94

ft.

18

.99

ft.

4.

62

m

5.

38

m

5.

30

m

5.

77

m

5.

79

m

152

lbs.

170

lbs.

225

lbs.

300

lbs.

359

lbs.

69

kg

77

kg

102

kg

136

kg

163

kg

8.

08

in.

8.

27

in.

11

.09

in.

13

.69

in.

16

.59

in.

205

mm

210

mm

282

mm

348

mm

421

mm

9.

77

in.

12

.56

in.

15

.31

in.

18

.27

in.

21

.28

in.

248

mm

319

mm

389

mm

464

mm

541

mm

37

H1

2

G

ra

de

1

G

ra

de

2

16

.2

36

B as e O .D .

Mod

ule

per

Pro

tie

s

1

2

3

4

Ti p O .D .

5

C

SA

Po

le

C

la

ss

ifi

ca

tio

n

Le ng th W ei gh t

Pol

e

per

Pro

tie

s

Pol

e

Length

Pol

e

Weight

Ti

p

O.D.

Bas

e

O.D.

O

ver

al

lPol

e

Taper

O.D

.a

tGroundline

Em

bed

m

en

tDepth

Stiffnes

s

Ratio

Loa

d

Rating

Standa

rd

Truc

Quantity

36

50

RS

ta

nd

ard®

7

8

ft

. [

23

.7

m

] P

ole

M

od

ules:

1

2

3

4

5

RSP

-0780-F-0105-F-RRRR-CC-HHH

4 5

5

2 3

Not

es:

[2 ] D ue to sl ip -jo in tt ol er an ce s, th e fin al ass em bl ed po le le ng th m ay di ffe rf ro m th e no m in al po le le ng th . Th e Lo ad ra tin g, S tif fn es s ra tio an d al lo th er da ta ar e co rre ct to 68 °F [2 0° C ]. [4 ] P ol e tip de fle ct io n (in .o rm m )f or a gi ve n lo ad ap pl ie d 2 ft. [0 .6 1 m ]f ro m th e tip ca n be ap pr ox im at ed by di vi di ng th e lo ad (lb .o rN )b y th e "S tif fn es s R at io ". [3 ] Th e po le w ei gh tr ef er s to co m bi ne d m od ul e w ei gh to nl y. [5 ] Fa ct or ed w or ki ng lo ad an d eq ui va le nt po le cl as s ar e re po rte d ba se d on th e ap pr op ria te C SA lo ad an d st re ng th fa ct or s. Th e ab ov e w ei gh ts an d di m en si on s ar e no m in al va lu es ba se d on th eo re tic al av er ag es. Im pe ria lu ni ts ab ov e ar e in bl ac k. M et ric un its ab ov e ar e in gr ay ita lic s . [1 ] N ot e th at th e R S ta nd ar d po le c od es in th is d oc um en t f or re in fo rc ed m od ul es (" R R R R ") , c ol ou r ( "C C C ") a nd h ar dw ar e co nf ig ur at io n (" H H H ") h av e no t b ee n de fin ed a s th e da ta s he et s re pr es en t b as ic m od ul e co m bi na tio ns . S ee p ag e 6 fo r t he P ol e C od e Le ge nd .