Pole Data Sheets (CDN) INFRASTRUCTURE FOR LIFE

Transcription

1 Data Sheets (CDN) INFRASTRUCTURE FOR LIFE

2 RS Technologies Toll Free Phone Fax th Avenue NE, Suite 400 Calgary, AB T2E 6Y7 200 ACE AWARD WINNER MOS T CREAT IV E A PP LI C ATI O N AWARDS FOR COMPOSITES EXCELLENCE

3 Data Sheets Table of Contents 1.0 Introduction CSA Construction Standards The Effects of Temperature on Composite Material Top Deflection Calculation RStandard Rated Strength and Data Sheet Explanation Guide for RStandard Modular Combinations 7.1 Full Data Sheet Overview Guide ft. [9.14 m] to 120 ft. [36.8 m] Data Sheet Overview Guide Data Sheets. 8.1 Full (FL) Data Sheet Index ft. [9.14 m] to 120 ft. [36.8 m] Data Sheet Index... 11

4 1.0 Introduction Included in this package are the data sheets for RStandard poles from 30 ft. [9.14 m] through 120 ft. [36.8 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 These data sheets are intended to be used in conjunction with the RStandard Structural Design Guide when evaluating RStandard composite poles. 1.0 Introduction 2

5 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 % 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 01-0 wood pole design loads under CSA Grades 1 and 2 Construction Standards. CSA 01-0 Wood Class CSA 01-0 Wood Horizontal Load Grade 1 Composite Factored Load Grade 2 Composite Factored Load (lbs.) (kn) (lbs.) (kn) (lbs.) (kn) H6 11, , , H 10, , , H4 8, , ,362.7 H3 7, , , H2 6, , , H1, , , , , , , , , , , , , , , , , , Note: The required composite pole horizontal factored load shall be calculated by multiplying the CSA 01-0 wood pole horizontal load for the specified wood pole class by the following ratio: CPC = WPC x CMLF WMLF CPC = Composite Class WPC = Wood Class CMLF =Composite Minimum Load Factor WMLF =Wood Minimum Load Factor As an example, for CSA Grade 1 Construction the composite pole horizontal factored load equivalent to a Class 3 wood pole would be: CSA Construction Standards CPC = 3,000 lb. x = 1,89 lb. OR CPC = kn x = 8.43 kn

6 3.0 The Effects of Temperature on Composite Material 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 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..0 RStandard Rated Strength 3.0 Temperature / 4.0 Deflection.0 Rated Strength Rated strengths, which are shown on the data sheets, are less than or equal to % LEL strength values. 4

7 6.0 and Data Sheet Explanation Imperial Units Metric Units Label Label (ft.) (m) Thickness (in.) Thickness (cm) (lbs.) Mass (kg) Tube Taper (in./ft.) Tube Taper (mm/m) Lap (ft.) Lap (m) Tip Diameter (in.) Tip Diameter (cm) Base Diameter (in.) Base Diameter (cm) Standard Base Plate Diameter (in.) Standard Base Plate Diameter (mm) N-1 Base Plate Diameter (in.) 1L N/A N/A / ¹ 6/ / N/A 10/ ² N/A ¹ M/6 Base OD = 24.83, however N-1 base plate (M) does work. ² M10/11 Base Plate is not circular but approximately 38 x 38 with trimmed corners measuring corner to corner. N-1 Base Plate Diameter (mm) 1L N/A N/A / ¹ 6/ / N/A 10/ ² N/A ¹ M/6 Base OD = mm, however N-1 base plate (M) does work. ² M10/11 Base Plate is not circular but approximately 96.2 mm with trimmed corners measuring mm corner to corner. 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 4 ft. [13.7 m] pole using modules 2, 3 and 4 with the top module cut to achieve the 4 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 12.0 FT. = M = FT. = 040 Unit of Measure Meters = M Feet = F First and Last s in M1S = 01 M1L =1L M2 = 02 M3 = 03 M4 = 04 M = 0 M/6 = 06 M6/7 = 07 M8/9 = 09 M10/11 = 11 Top Full = F Cut = C RSP-040-F-0204-C-0000-GY-000 Hardware Configuration Std. Hardware = 000 Colour Grey = GY Brown = BN Custom Colour = 01 First and Last Reinforced s M1S = 01 M1L = 1L M2 = 02 M3 = 03 M4 = 04 M = 0 M/6 = 06 M6/7 = 07 M8/9 = 09 M10/11 = and Data Sheet Explanation Figure 1: Code Legend

8 1 2 RStandard 46 ft. [14 m] s: 1 RSP-0462-F-0103-F-RRRR-CC-HHH 3 4 Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 47 lbs in in in./ft in ft. 23 lbs./in. 477 lbs m 248 kg 20 mm 389 mm 13 mm/m 348 mm 2.02 m 4.0 N/mm kn ft ft ft m.38 m.30 m 12 lbs. 170 lbs. 22 lbs. 69 kg 77 kg 102 kg in in in. 20 mm 210 mm 282 mm in in in. 248 mm 319 mm 389 mm CSA Classification H3 H1 7 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. How to read and interpret the RStandard pole data sheets per the example: 6.0 and Data Sheet Explanation Indicates pole length and module configuration. code Indicates nominal assembled pole length and which specific modules are utilized for the given pole. provides information for the assembled pole, including: and dimensional information for the assembled pole is provided under the columns, Tip Diameter, Base Diameter, Overall Taper, O.D. at Groundline, and Embedment Depth. Stiffness Ratio : Used to determine pole top deflection. top deflection for any... given load can be determined by dividing the load by the stiffness ratio. : 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 % LEL strength values. 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. 6

9 7.0 Guide for RStandard Modular Combinations 7.1 Full (FL) Data Sheets ¹ Page # RStandard Code² s Used CSA ⁴ Tip Diameter⁵ Butt Diameter Classification³ lb. kg in. mm in. mm ft. [9.48 m] 12 RSP-0311-F-0102-F M1, 2 H ft. [14.09 m] 13 RSP-0462-F-0103-F M1, 2, 3 H3 H ft. [19.02 m] 14 RSP-0624-F-0104-F M1, 2, 3, ft. [23.78 m] 1 RSP-0780-F-010-F M1, 2, 3, 4, H ft. [28.62 m] 16 RSP-0939-F-0106-F M1, 2, 3, 4, / ft. [9.99 m] 17 RSP-0328-F-0203-F M2, 3 H6 H ft. [14.92 m] 18 RSP-0489-F-0204-F M2, 3, 4 H2 H ft. [19.68 m] 19 RSP-0646-F-020-F M2, 3, 4, H3 H ft. [24.2 m] 20 RSP-080-F-0206-F M2, 3, 4, / ft. [29.12 m] 21 RSP-09-F-0207-F M2, 3, 4,, 6/7 H ft. [10.22 m] 22 RSP-033-F-0304-F M3, 4 H6 H ft. [14.99 m] 23 RSP-0492-F-030-F M3, 4, H H ft. [19.83 m] 24 RSP-061-F-0306-F M3, 4, /6 H2 H ft. [24.42 m] 2 RSP-0801-F-0307-F M3, 4,, 6/7 H2 H ft. [33.73 m] 26 RSP-1107-F-0309-F M3, 4,, 6/7, 8/9 H3 H ft. [1.38 m] 27 RSP-00-F-0406-F M4, /6 H H ft. [19.97 m] 28 RSP-06-F-0407-F M4,, 6/7 H4 H ft. [29.29 m] 29 RSP-0961-F-0409-F M4,, 6/7, 8/9 H4 H ft. [38.6 m] 30 RSP-126-F-0411-F M4,, 6/7, 8/9, 10/11 H4 H ft. [1.22 m] 31 RSP-0499-F-007-F M, 6/7 H6 H ft. [24.3 m] 32 RSP-080-F-009-F M, 6/7, 8/9 H6 H ft. [33.81 m] 33 RSP-1109-F-011-F M, 6/7, 8/9, 10/11 H6 H ft. [19.94 m] 34 RSP-064-F-0709-F M6/7, 8/9 H6 H ft. [29.22 m] 3 RSP-099-F-0711-F M6/7, 8/9,10/11 H6 H [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 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. [] 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. 7.1 Full Data Sheet Overview Guide 7

10 7.0 ft. [9.14 m] to 8 ft. [2.91 m] Data sheet Overview Guide 7.2 Data Sheet Overview Guide ¹ Page # RStandard Code² 30 ft. [9.14 m] 3 ft. [10.67 m] 40 ft. [12.19 m] 4 ft. [13.72 m] 0 ft. [1.24 m] ft. [16.76 m] 60 ft. [18.29 m] 6 ft. [19.81 m] 70 ft. [21.34 m] 7 ft. [22.86 m] 80 ft. [24.38 m] 8 ft. [2.91 m] s Used CSA Classification³ ⁴ Tip Diameter⁵ Butt Diameter lb. kg in. mm in. mm 36 RSP-0300-F-0102-C M1, 2 H2 H RSP-0300-F-0203-C M2, 3 H6 H RSP-0300-F-0304-C M3, 4 H6 H RSP-030-F-1L02-C M1L, 2 H RSP-030-F-0103-C M1, 2, 3 H H RSP-030-F-0204-C M2, 3, 4 H H RSP-030-F-030-C M3, 4, H6 H RSP-0400-F-0103-C M1, 2, 3 H4 H RSP-0400-F-0204-C M2, 3, 4 H4 H RSP-0400-F-030-C M3, 4, H6 H RSP-0400-F-0406-C M4, /6 H6 H RSP-040-F-0103-C M1, 2, 3 H3 H RSP-040-F-0204-C M2, 3, 4 H3 H RSP-040-F-030-C M3, 4, H6 H RSP-040-F-0406-C M4, /6 H6 H RSP-040-F-007-C M, 6/7 H6 H RSP-000-F-1L03-C M1L, 2, 3 H RSP-000-F-0104-C M1, 2, 3, 4 H RSP-000-F-020-C M2, 3, 4, H H RSP-000-F-0406-C M4, /6 H H RSP-000-F-007-C M, 6/7 H6 H RSP-00-F-0104-C M1, 2, 3, 4 H RSP-00-F-020-C M2, 3, 4, H4 H RSP-00-F-0306-C M3, 4, /6 H4 H RSP-00-F-0407-C M4,, 6/7 H6 H RSP-00-F-0709-C M6/7, 8/9 H6 H RSP-0600-F-0104-C M1, 2, 3, 4 H RSP-0600-F-020-C M2, 3, 4, H3 H RSP-0600-F-0306-C M3, 4, /6 H3 H RSP-0600-F-0407-C M4,, 6/7 H H RSP-0600-F-0709-C M6/7, 8/9 H6 H RSP-060-F-010-C M1, 2, 3, 4, H2 H RSP-060-F-0306-C M3, 4, /6 H2 H RSP-060-F-0407-C M4,, 6/7 H H RSP-060-F-0709-C M6/7, 8/9 H6 H RSP-0700-F-010-C M1, 2, 3, 4, H RSP-0700-F-0206-C M2, 3, 4, /6 H3 H RSP-0700-F-0307-C M3, 4,, 6/7 H4 H RSP-0700-F-009-C M, 6/7, 8/9 H6 H RSP-0700-F-0711-C M6/7, 8/9, 10/11 H6 H RSP-070-F-010-C M1, 2, 3, 4, H RSP-070-F-0206-C M2, 3, 4, /6 H RSP-070-F-0307-C M3, 4,, 6/7 H3 H RSP-070-F-009-C M, 6/7, 8/9 H6 H RSP-070-F-0711-C M6/7, 8/9,10/11 H6 H RSP-0800-F-0206-C M2, 3, 4, / RSP-0800-F-0307-C M3, 4,, 6/7 H2 H RSP-0800-F-009-C M, 6/7, 8/9 H6 H RSP-0800-F-0711-C M6/7, 8/9, 10/11 H6 H RSP-080-F-0106-C M1, 2, 3, 4, / RSP-080-F-0207-C M2, 3, 4,, 6/7 H RSP-080-F-0409-C M4,, 6/7, 8/9 H6 H RSP-080-F-0711-C M6/7, 8/9, 10/11 H6 H [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 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. [] 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

11 ft. [27.43 m] to 120 ft. [36.8 m] Data sheet Overview Guide ¹ Page # RStandard Code² 90 ft. [27.43 m] 9 ft. [28.96 m] 100 ft. [30.48 m] 10 ft. [32.00 m] 110 ft. [33.3 m] 11 ft. [3.0 m] 120 ft. [36.8 m] s Used CSA Classification³ ⁴ Tip Diameter⁵ Butt Diameter lb. kg in. mm in. mm 89 RSP-0900-F-0207-C M2, 3, 4,, 6/7 H RSP-0900-F-0409-C M4,, 6/7, 8/9 H H RSP-0900-F-0711-C M6/7, 8/9, 10/11 H6 H RSP-090-F-0207-C M2, 3, 4,, 6/7 H RSP-090-F-0409-C M4,, 6/7, 8/9 H4 H RSP-090-F-0711-C M6/7, 8/9, 10/11 H6 H RSP-1000-F-0309-C M3, 4,, 6/7, 8/9 H4 H RSP-1000-F-011-C M, 6/7, 8/9, 10/11 H6 H RSP-100-F-0309-C M3, 4,, 6/7, 8/9 H3 H RSP-100-F-011-C M, 6/7, 8/9, 10/11 H6 H RSP-1100-F-0309-C M3, 4,, 6/7, 8/9 H3 H RSP-1100-F-011-C M, 6/7, 8/9, 10/11 H6 H RSP-110-F-0209-C M2, 3, 4,, 6/7, 8/9 H RSP-110-F-0411-C M4,, 6/7, 8/9, 10/11 H6 H RSP-1200-F-0209-C M2, 3, 4,, 6/7, 8/9 H RSP-1200-F-0411-C M4,, 6/7, 8/9, 10/11 H H [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 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. [] 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 Overview Guide

12 8.0 Data Sheets 8.1 Full (FL) Data Sheets Description Refer to Page # 8.1 Full 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] 6 ft. [19.6 m] 80 ft. [24. m] 96 ft. [29.1 m] 34 ft. [10.2 m] 49 ft. [14.9 m] 6 ft. [19.8 m] 80 ft. [24.4 m] 111 ft. [33.7 m] 0 ft. [1.3 m] 66 ft. [19.9 m] 96 ft. [29.2 m] 127 ft. [38. m] 0 ft. [1.2 m] 80 ft. [24. m] 111 ft. [33.8 m] 6 ft. [19.9 m] 96 ft. [29.2 m]

13 8.0 ft. [9.14 m] through 120 ft. [36.8 m] Description Refer to Page # 30 ft. [9.1 m] 3 ft. [10.6 m] 40 ft. [12.1 m] 4 ft. [13.7 m] 0 ft. [1.2 m] ft. [16.7 m] 60 ft. [18.2 m] 6 ft. [19.8 m] 70 ft. [21.3 m] 7 ft. [22.8 m] 80 ft. [24.3 m] 8 ft. [2.9 m] 90 ft. [27.4 m] 9 ft. [28.9 m] 100 ft. [30.4 m] 10 ft. [32 m] 110 ft. [33. m] 11 ft. [3 m] 120 ft. [36. m] Data Sheets 11

14 Full Data Sheets RStandard 31 ft. [9.4 m] s: 1 2 RSP-0311-F-0102-F-RRRR-CC-HHH 2 3 Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 322 lbs in in in./ft in..61 ft. 0.2 lbs./in. 440 lbs m 146 kg 20 mm 319 mm 12 mm/m 284 mm 1.71 m 8.8 N/mm kn ft ft m.38 m 12 lbs. 170 lbs. 69 kg 77 kg 8.08 in in. 20 mm 210 mm 9.77 in in. 248 mm 319 mm CSA Classification H2 1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 12

15 RStandard 46 ft. [14 m] s: 1 RSP-0462-F-0103-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 47 lbs in in in./ft in ft. 23 lbs./in. 477 lbs m 248 kg 20 mm 389 mm 13 mm/m 348 mm 2.02 m 4.0 N/mm kn ft ft ft m.38 m.30 m 12 lbs. 170 lbs. 22 lbs. 69 kg 77 kg 102 kg 8.08 in in in. 20 mm 210 mm 282 mm 9.77 in in in. 248 mm 319 mm 389 mm CSA Classification H3 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 13

16 Full Data Sheets RStandard 62 ft. [19 m] s: 1 4 RSP-0624-F-0104-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 847 lbs in in in./ft in ft lbs./in. 332 lbs m 384 kg 20 mm 464 mm 14 mm/m 413 mm 2.1 m 2.2 N/mm kn ft ft ft ft m.38 m.30 m.77 m 12 lbs. 170 lbs. 22 lbs. 300 lbs. 69 kg 77 kg 102 kg 136 kg 8.08 in in in in. 20 mm 210 mm 282 mm 348 mm 9.77 in in in in. 248 mm 319 mm 389 mm 464 mm CSA Classification 1 2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 14

17 RStandard 78 ft. [23.7 m] s: 1 4 RSP-0780-F-010-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft. 9.4 lbs./in. 360 lbs m 47 kg 20 mm 41 mm 14 mm/m 479 mm 2.99 m 1.6 N/mm kn ft ft ft ft ft m.38 m.30 m.77 m.79 m 12 lbs. 170 lbs. 22 lbs. 300 lbs. 39 lbs. 69 kg 77 kg 102 kg 136 kg 163 kg 8.08 in in in in in. 20 mm 210 mm 282 mm 348 mm 421 mm 9.77 in in in in in. 248 mm 319 mm 389 mm 464 mm 41 mm CSA Classification H1 2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 1

18 Full Data Sheets RStandard 94 ft. [28.6 m] s: 1 4 /6 RSP-0939-F-0106-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft. 7.1 lbs./in. 27 lbs m 734 kg 20 mm 631 mm 1 mm/m 62 mm 3.47 m 1.2 N/mm kn ft ft ft ft ft m.38 m.30 m.77 m m 12 lbs. 170 lbs. 22 lbs. 300 lbs. 772 lbs. 69 kg 77 kg 102 kg 136 kg 30 kg 8.08 in in in in in. 20 mm 210 mm 282 mm 348 mm 421 mm 9.77 in in in in in. 248 mm 319 mm 389 mm 464 mm 631 mm /6 CSA Classification defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 16

19 RStandard 33 ft. [9.9 m] s: RSP-0328-F-0203-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 39 lbs in in in./ft in..78 ft lbs./in. 727 lbs m 179 kg 210 mm 389 mm 18 mm/m 33 mm 1.76 m 14.6 N/mm kn ft ft..38 m.30 m 170 lbs. 22 lbs. 77 kg 102 kg 8.27 in in. 210 mm 282 mm 12.6 in in. 319 mm 389 mm CSA Classification H6 H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 17

20 Full Data Sheets RStandard 49 ft. [14.9 m] s: 4 RSP-0489-F-0204-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 694 lbs in in in./ft in ft. 31. lbs./in. 47 lbs m 31 kg 210 mm 464 mm 17 mm/m 422 mm 2.10 m. N/mm kn ft ft ft..38 m.30 m.77 m 170 lbs. 22 lbs. 300 lbs. 77 kg 102 kg 136 kg 8.27 in in in. 210 mm 282 mm 348 mm 12.6 in in in. 319 mm 389 mm 464 mm CSA Classification H2 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 18

21 RStandard 6 ft. [19.6 m] s: 4 RSP-0646-F-020-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 104 lbs in in in./ft in ft lbs./in. 470 lbs m 478 kg 210 mm 41 mm 17 mm/m 488 mm 2.8 m 3.3 N/mm kn ft ft ft ft..38 m.30 m.77 m.79 m 170 lbs. 22 lbs. 300 lbs. 39 lbs. 77 kg 102 kg 136 kg 163 kg 8.27 in in in in. 210 mm 282 mm 348 mm 421 mm 12.6 in in in in. 319 mm 389 mm 464 mm 41 mm CSA Classification H3 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 19

22 Full Data Sheets RStandard 80 ft. [24. m] s: 4 /6 RSP-080-F-0206-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in. 322 lbs m 66 kg 210 mm 631 mm 17 mm/m 70 mm 3.06 m 2.4 N/mm kn 1 4 / ft ft ft ft..38 m.30 m.77 m m 170 lbs. 22 lbs. 300 lbs. 772 lbs. 77 kg 102 kg 136 kg 30 kg 8.27 in in in in. 210 mm 282 mm 348 mm 421 mm 12.6 in in in in. 319 mm 389 mm 464 mm 631 mm CSA Classification 1 2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 20

23 RStandard 96 ft. [29.1 m] s: 4 6/7 RSP-09-F-0207-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 193 lbs in in in./ft in. 11. ft lbs./in. 37 lbs m 886 kg 210 mm 709 mm 17 mm/m 637 mm 3.2 m 1.8 N/mm kn ft ft ft ft ft..38 m.30 m.77 m.79 m m 170 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs. 77 kg 102 kg 136 kg 163 kg 408 kg 8.27 in in in in in. 210 mm 282 mm 348 mm 421 mm 491 mm 12.6 in in in in in. 319 mm 389 mm 464 mm 41 mm 709 mm 6/7 CSA Classification H1 2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 21

24 Full Data Sheets RStandard 34 ft. [10.2 m] s: 3 4 RSP-033-F-0304-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 2 lbs in in in./ft in..8 ft lbs./in. 732 lbs m 238 kg 282 mm 464 mm 18 mm/m 428 mm 1.78 m 23.1 N/mm kn ft ft..30 m.77 m 22 lbs. 300 lbs. 102 kg 136 kg in in. 282 mm 348 mm 1.31 in in. 389 mm 464 mm CSA Classification H6 H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 22

25 RStandard 49 ft. [14.9 m] s: 3 4 RSP-0492-F-030-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 884 lbs in in in./ft in ft. 0.7 lbs./in lbs m 401 kg 282 mm 41 mm 17 mm/m 497 mm 2.11 m 8.9 N/mm kn ft ft ft..30 m.77 m.79 m 22 lbs. 300 lbs. 39 lbs. 102 kg 136 kg 163 kg in in in. 282 mm 348 mm 421 mm 1.31 in in in. 389 mm 464 mm 41 mm CSA Classification H H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 23

26 Full Data Sheets RStandard 6 ft. [19.8 m] s: 3 4 /6 RSP-061-F-0306-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in. 8.1 ft lbs./in lbs m 88 kg 282 mm 631 mm 18 mm/m 80 mm 2.9 m.8 N/mm kn / ft ft ft..30 m.77 m m 22 lbs. 300 lbs. 772 lbs. 102 kg 136 kg 30 kg in in in. 282 mm 348 mm 421 mm 1.31 in in in. 389 mm 464 mm 631 mm CSA Classification H2 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 24

27 RStandard 80 ft. [24.4 m] s: 3 4 6/7 RSP-0801-F-0307-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft. 2.4 in ft lbs./in. 461 lbs m 809 kg 282 mm 709 mm 18 mm/m 646 mm 3.0 m 3.7 N/mm kn / ft ft ft ft..30 m.77 m.79 m m 22 lbs. 300 lbs. 39 lbs. 900 lbs. 102 kg 136 kg 163 kg 408 kg in in in in. 282 mm 348 mm 421 mm 491 mm 1.31 in in in in. 389 mm 464 mm 41 mm 709 mm CSA Classification H2 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 2

28 Full Data Sheets RStandard 111 ft. [33.7 m] s: 3 4 6/7 8/9 RSP-1107-F-0309-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in lbs m 132 kg 282 mm 876 mm 18 mm/m 79 mm 3.98 m 2. N/mm kn / ft ft ft ft ft..30 m.77 m.79 m m m 22 lbs. 300 lbs. 39 lbs. 900 lbs lbs. 102 kg 136 kg 163 kg 408 kg 43 kg in in in in in. 282 mm 348 mm 421 mm 491 mm 66 mm 1.31 in in in in in. 389 mm 464 mm 41 mm 709 mm 876 mm 8/9 CSA Classification H3 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 26

29 RStandard 0 ft. [1.3 m] s: 4 /6 RSP-00-F-0406-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in. 7.0 ft lbs./in. 630 lbs m 486 kg 348 mm 631 mm 18 mm/m 88 mm 2.1 m 16.3 N/mm kn 1 4 / ft ft..77 m m 300 lbs. 772 lbs. 136 kg 30 kg in in. 348 mm 421 mm in in. 464 mm 631 mm CSA Classification H H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 27

30 Full Data Sheets RStandard 66 ft. [19.9 m] s: 4 6/7 RSP-06-F-0407-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 19 lbs in in in./ft in. 8. ft. 48. lbs./in lbs m 707 kg 348 mm 709 mm 18 mm/m 66 mm 2.61 m 8. N/mm kn / ft ft ft..77 m.79 m m 300 lbs. 39 lbs. 900 lbs. 136 kg 163 kg 408 kg in in in. 348 mm 421 mm 491 mm in in in. 464 mm 41 mm 709 mm CSA Classification H4 H2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 28

31 RStandard 96 ft. [29.2 m] s: 4 6/7 8/9 RSP-0961-F-0409-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 276 lbs in in in./ft in ft. 26 lbs./in lbs m 120 kg 348 mm 876 mm 18 mm/m 804 mm 3.4 m 4.6 N/mm kn 7 4 6/7 8/ ft ft ft ft..77 m.79 m m m 300 lbs. 39 lbs. 900 lbs lbs. 136 kg 163 kg 408 kg 43 kg in in in in. 348 mm 421 mm 491 mm 66 mm in in in in. 464 mm 41 mm 709 mm 876 mm CSA Classification H4 H2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 29

32 Full Data Sheets RStandard 127 ft. [38. m] s: 4 6/7 8/9 10/11 RSP-126-F-0411-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 426 lbs in in in./ft in ft lbs./in lbs m 1930 kg 348 mm 103 mm 18 mm/m 947 mm 4.47 m 2.8 N/mm kn 4 4 6/7 8/ ft ft ft ft ft..77 m.79 m m m m 300 lbs. 39 lbs. 900 lbs lbs lbs. 136 kg 163 kg 408 kg 43 kg 680 kg in in in in in. 348 mm 421 mm 491 mm 66 mm 812 mm in in in in in. 464 mm 41 mm 709 mm 876 mm 103 mm 10/11 CSA Classification H4 H2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 30

33 RStandard 0 ft. [1.2 m] s: 6/7 RSP-0499-F-007-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 129 lbs in in in./ft in ft lbs./in. 867 lbs m 71 kg 421 mm 709 mm 19 mm/m 66 mm 2.13 m 2.0 N/mm kn 12 6/ ft ft..79 m m 39 lbs. 900 lbs. 163 kg 408 kg 16.9 in in. 421 mm 491 mm in in. 41 mm 709 mm CSA Classification H6 H defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 31

34 Full Data Sheets RStandard 80 ft. [24. m] s: 6/7 8/9 RSP-080-F-009-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 246 lbs in in in./ft in ft. 4.8 lbs./in lbs m 1114 kg 421 mm 876 mm 19 mm/m 814 mm 3.06 m 9.6 N/mm kn 7 6/7 8/ ft ft ft..79 m m m 39 lbs. 900 lbs lbs. 163 kg 408 kg 43 kg 16.9 in in in. 421 mm 491 mm 66 mm in in in. 41 mm 709 mm 876 mm CSA Classification H6 H4 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 32

35 RStandard 111 ft. [33.8 m] s: 6/7 8/9 10/11 RSP-1109-F-011-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 396 lbs in in in./ft in ft lbs./in lbs m 1794 kg 421 mm 103 mm 18 mm/m 96 mm 3.99 m 4.9 N/mm kn 4 6/7 8/9 10/ ft ft ft ft..79 m m m m 39 lbs. 900 lbs lbs lbs. 163 kg 408 kg 43 kg 680 kg 16.9 in in in in. 421 mm 491 mm 66 mm 812 mm in in in in. 41 mm 709 mm 876 mm 103 mm CSA Classification H6 H4 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 33

36 Full Data Sheets RStandard 6 ft. [19.9 m] s: 6/7 8/9 RSP-064-F-0709-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in. 8.4 ft lbs./in lbs m 91 kg 491 mm 876 mm 19 mm/m 823 mm 2.60 m 21.7 N/mm kn 7 6/7 8/ ft ft m m 900 lbs lbs. 408 kg 43 kg in in. 491 mm 66 mm in in. 709 mm 876 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 34

37 RStandard 96 ft. [29.2 m] s: 6/7 8/9 10/11 RSP-099-F-0711-F-RRRR-CC-HHH 4 Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating 9.86 ft. 396 lbs in in in./ft in ft. 48. lbs./in. 962 lbs m 1631 kg 491 mm 103 mm 19 mm/m 96 mm 3.3 m 8. N/mm kn 4 6/7 8/9 10/ ft ft ft m m m 900 lbs lbs lbs. 408 kg 43 kg 680 kg in in in. 491 mm 66 mm 812 mm in in in. 709 mm 876 mm 103 mm CSA Classification H6 H defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Full Data Sheets 3

38 Data Sheets RStandard 30 ft. [9.1 m] s: 1 2 RSP-0300-F-0102-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 312 lbs in in. 0.1 in./ft in..0 ft. 7.1 lbs./in. 460 lbs m 141 kg 208 mm 319 mm 12 mm/m 28 mm 1.68 m 10.0 N/mm kn ft ft m.38 m 142 lbs. 170 lbs. 64 kg 77 kg 8.21 in in. 208 mm 210 mm 9.77 in in. 248 mm 319 mm CSA Classification H2 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 36

39 RStandard 30 ft. [9.1 m] s: RSP-0300-F-0203-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 373 lbs. 8.9 in in in./ft in..0 ft lbs./in. 807 lbs. 9.1 m 169 kg 227 mm 389 mm 18 mm/m 3 mm 1.68 m 20. N/mm kn ft ft. 4.4 m.30 m 148 lbs. 22 lbs. 67 kg 102 kg 8.9 in in. 227 mm 282 mm 12.6 in in. 319 mm 389 mm CSA Classification H6 H4 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 37

40 Data Sheets RStandard 30 ft. [9.1 m] s: 3 4 RSP-0300-F-0304-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 48 lbs in in in./ft in..0 ft lbs./in. 842 lbs m 220 kg 303 mm 464 mm 18 mm/m 430 mm 1.68 m 3.0 N/mm kn ft ft m.77 m 18 lbs. 300 lbs. 84 kg 136 kg 11.9 in in. 303 mm 348 mm 1.31 in in. 389 mm 464 mm CSA Classification H6 H4 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 38

41 RStandard 3 ft. [10.6 m] s: 1L 2 RSP-030-F-1L02-C-RRRR-CC-HHH L Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 37 lbs in in in./ft in ft lbs./in lbs m 170 kg 19 mm 319 mm 12 mm/m 282 mm 1.83 m.8 N/mm kn 117 1L ft ft..80 m.38 m 20 lbs. 170 lbs. 93 kg 77 kg 7.69 in in. 19 mm 210 mm 9.77 in in. 248 mm 319 mm CSA Classification H1 2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 39

42 Data Sheets RStandard 3 ft. [10.6 m] s: 1 RSP-030-F-0103-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 437 lbs in in in./ft in ft lbs./in. 670 lbs m 198 kg 237 mm 389 mm 14 mm/m 32 mm 1.83 m 11.3 N/mm kn ft ft ft m.38 m.30 m 42 lbs. 170 lbs. 22 lbs. 19 kg 77 kg 102 kg 9.33 in in in. 237 mm 210 mm 282 mm 9.77 in in in. 248 mm 319 mm 389 mm CSA Classification H H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 40

43 RStandard 3 ft. [10.6 m] s: 4 RSP-030-F-0204-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 66 lbs in in in./ft in ft lbs./in. 690 lbs m 27 kg 296 mm 464 mm 16 mm/m 427 mm 1.83 m 19.7 N/mm kn ft ft ft m.30 m.77 m 42 lbs. 22 lbs. 300 lbs. 19 kg 102 kg 136 kg in in in. 296 mm 282 mm 348 mm 12.6 in in in. 319 mm 389 mm 464 mm CSA Classification H H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 41

44 Data Sheets RStandard 3 ft. [10.6 m] s: 3 4 RSP-030-F-030-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 706 lbs in in in./ft in ft lbs./in lbs m 320 kg 369 mm 41 mm 16 mm/m 03 mm 1.83 m 31.6 N/mm kn ft ft ft m.77 m.79 m 47 lbs. 300 lbs. 39 lbs. 21 kg 136 kg 163 kg 14.3 in in in. 369 mm 348 mm 421 mm 1.31 in in in. 389 mm 464 mm 41 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 42

45 RStandard 40 ft. [12.1 m] s: 1 RSP-0400-F-0103-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 488 lbs in in in./ft in ft. 38. lbs./in. 800 lbs m 221 kg 223 mm 389 mm 14 mm/m 32 mm 1.83 m 6.7 N/mm kn ft ft ft m.38 m.30 m 93 lbs. 170 lbs. 22 lbs. 42 kg 77 kg 102 kg 8.78 in in in. 223 mm 210 mm 282 mm 9.77 in in in. 248 mm 319 mm 389 mm CSA Classification H4 H2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 43

46 Data Sheets RStandard 40 ft. [12.1 m] s: 4 RSP-0400-F-0204-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 617 lbs in in in./ft in ft. 66. lbs./in. 900 lbs m 280 kg 26 mm 464 mm 16 mm/m 427 mm 1.83 m 11.6 N/mm kn ft ft ft m.30 m.77 m 93 lbs. 22 lbs. 300 lbs. 42 kg 102 kg 136 kg in in in. 26 mm 282 mm 348 mm 12.6 in in in. 319 mm 389 mm 464 mm CSA Classification H4 H2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 44

47 RStandard 40 ft. [12.1 m] s: 3 4 RSP-0400-F-030-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 77 lbs in in in./ft in ft lbs./in. 810 lbs m 31 kg 338 mm 41 mm 17 mm/m 03 mm 1.83 m 18.7 N/mm kn ft ft ft. 2.0 m.77 m.79 m 11 lbs. 300 lbs. 39 lbs. 2 kg 136 kg 163 kg in in in. 338 mm 348 mm 421 mm 1.31 in in in. 389 mm 464 mm 41 mm CSA Classification H6 H defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 4

48 Data Sheets RStandard 40 ft. [12.1 m] s: 4 /6 RSP-0400-F-0406-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 917 lbs in in in./ft in ft lbs./in. 830 lbs m 416 kg 412 mm 631 mm 18 mm/m 9 mm 1.83 m 40.0 N/mm kn 1 4 / ft ft. 2.8 m m 14 lbs. 772 lbs. 66 kg 30 kg in in. 412 mm 421 mm in in. 464 mm 631 mm CSA Classification H6 H4 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 46

49 RStandard 4 ft. [13.7 m] s: 1 RSP-040-F-0103-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 3 lbs in in in./ft in. 6.0 ft. 2.3 lbs./in. 490 lbs m 243 kg 209 mm 389 mm 13 mm/m 349 mm 1.98 m 4.4 N/mm kn ft ft ft m.38 m.30 m 141 lbs. 170 lbs. 22 lbs. 64 kg 77 kg 102 kg 8.22 in in in. 209 mm 210 mm 282 mm 9.77 in in in. 248 mm 319 mm 389 mm CSA Classification H3 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 47

50 Data Sheets RStandard 4 ft. [13.7 m] s: 4 RSP-040-F-0204-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 663 lbs in in in./ft in. 6.0 ft lbs./in. 10 lbs m 301 kg 234 mm 464 mm 17 mm/m 424 mm 1.98 m 7. N/mm kn ft ft ft m.30 m.77 m 138 lbs. 22 lbs. 300 lbs. 63 kg 102 kg 136 kg 9.23 in in in. 234 mm 282 mm 348 mm 12.6 in in in. 319 mm 389 mm 464 mm CSA Classification H3 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 48

51 RStandard 4 ft. [13.7 m] s: 3 4 RSP-040-F-030-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 837 lbs in in in./ft in. 6.0 ft lbs./in. 741 lbs m 380 kg 307 mm 41 mm 17 mm/m 00 mm 1.98 m 12.2 N/mm kn ft ft ft m.77 m.79 m 178 lbs. 300 lbs. 39 lbs. 81 kg 136 kg 163 kg in in in. 307 mm 348 mm 421 mm 1.31 in in in. 389 mm 464 mm 41 mm CSA Classification H6 H4 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 49

52 Data Sheets RStandard 4 ft. [13.7 m] s: 4 /6 RSP-040-F-0406-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 994 lbs in in in./ft in. 6.0 ft lbs./in. 720 lbs m 41 kg 381 mm 631 mm 18 mm/m 92 mm 1.98 m 2. N/mm kn 1 4 / ft ft m m 222 lbs. 772 lbs. 101 kg 30 kg 1.01 in in. 381 mm 421 mm in in. 464 mm 631 mm CSA Classification H6 H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 0

53 RStandard 4 ft. [13.7 m] s: 6/7 RSP-040-F-007-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in. 6.0 ft lbs./in lbs m 33 kg 42 mm 709 mm 19 mm/m 668 mm 1.98 m 37. N/mm kn 12 6/ ft ft m m 27 lbs. 900 lbs. 12 kg 408 kg in in. 42 mm 491 mm in in. 41 mm 709 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 1

54 Data Sheets RStandard 0 ft. [1.2 m] s: 1L RSP-000-F-1L03-C-RRRR-CC-HHH L Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 99 lbs in in. 0.1 in./ft in ft lbs./in. 432 lbs m 272 kg 196 mm 389 mm 13 mm/m 346 mm 2.13 m 3.1 N/mm kn 73 1L ft ft ft..76 m.38 m.30 m 204 lbs. 170 lbs. 22 lbs. 93 kg 77 kg 102 kg 7.71 in in in. 196 mm 210 mm 282 mm 9.77 in in in. 248 mm 319 mm 389 mm CSA Classification H2 1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 2

55 RStandard 0 ft. [1.2 m] s: 1 4 RSP-000-F-0104-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 724 lbs in in in./ft in ft. 29 lbs./in. 442 lbs m 329 kg 240 mm 464 mm 1 mm/m 421 mm 2.13 m.1 N/mm kn ft ft ft ft m.38 m.30 m.77 m 30 lbs. 170 lbs. 22 lbs. 300 lbs. 14 kg 77 kg 102 kg 136 kg 9.46 in in in in. 240 mm 210 mm 282 mm 348 mm 9.77 in in in in. 248 mm 319 mm 389 mm 464 mm CSA Classification H2 1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 3

56 Data Sheets RStandard 0 ft. [1.2 m] s: 4 RSP-000-F-020-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 919 lbs in in in./ft. 19. in ft lbs./in. 670 lbs m 417 kg 300 mm 41 mm 16 mm/m 497 mm 2.13 m 8.4 N/mm kn ft ft ft ft m.30 m.77 m.79 m 3 lbs. 22 lbs. 300 lbs. 39 lbs. 16 kg 102 kg 136 kg 163 kg in in in in. 300 mm 282 mm 348 mm 421 mm 12.6 in in in in. 319 mm 389 mm 464 mm 41 mm CSA Classification H H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 4

57 RStandard 0 ft. [1.2 m] s: 4 /6 RSP-000-F-0406-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 106 lbs in in in./ft in ft lbs./in lbs m 483 kg 31 mm 631 mm 18 mm/m 89 mm 2.13 m 16.9 N/mm kn 1 4 / ft ft..63 m m 294 lbs. 772 lbs. 133 kg 30 kg in in. 31 mm 421 mm in in. 464 mm 631 mm CSA Classification H H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets

58 Data Sheets RStandard 0 ft. [1.2 m] s: 6/7 RSP-000-F-007-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 129 lbs in in in./ft in ft lbs./in. 867 lbs m 71 kg 421 mm 709 mm 19 mm/m 66 mm 2.13 m 2.0 N/mm kn 12 6/ ft ft..79 m m 39 lbs. 900 lbs. 163 kg 408 kg 16.9 in in. 421 mm 491 mm in in. 41 mm 709 mm CSA Classification H6 H defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 6

59 RStandard ft. [16.7 m] s: 1 4 RSP-00-F-0104-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating 4.00 ft. 776 lbs in in in./ft in. 7.0 ft lbs./in. 387 lbs m 32 kg 226 mm 464 mm 14 mm/m 418 mm 2.29 m 3. N/mm kn ft ft ft ft m.38 m.30 m.77 m 82 lbs. 170 lbs. 22 lbs. 300 lbs. 37 kg 77 kg 102 kg 136 kg 8.91 in in in in. 226 mm 210 mm 282 mm 348 mm 9.77 in in in in. 248 mm 319 mm 389 mm 464 mm CSA Classification H1 1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 7

60 Data Sheets RStandard ft. [16.7 m] s: 4 RSP-00-F-020-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating 4.00 ft. 971 lbs in in in./ft in. 7.0 ft lbs./in. 800 lbs m 440 kg 269 mm 41 mm 16 mm/m 494 mm 2.29 m.9 N/mm kn ft ft ft ft m.30 m.77 m.79 m 87 lbs. 22 lbs. 300 lbs. 39 lbs. 39 kg 102 kg 136 kg 163 kg in in in in. 269 mm 282 mm 348 mm 421 mm 12.6 in in in in. 319 mm 389 mm 464 mm 41 mm CSA Classification H4 H2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 8

61 RStandard ft. [16.7 m] s: 3 4 /6 RSP-00-F-0306-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating 4.00 ft. 117 lbs in in in./ft in. 7.0 ft. 6.8 lbs./in. 72 lbs m 33 kg 344 mm 631 mm 17 mm/m 86 mm 2.29 m 11. N/mm kn / ft ft ft m.77 m m 104 lbs. 300 lbs. 772 lbs. 47 kg 136 kg 30 kg 13.3 in in in. 344 mm 348 mm 421 mm 1.31 in in in. 389 mm 464 mm 631 mm CSA Classification H4 H2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 9

62 Data Sheets RStandard ft. [16.7 m] s: 4 6/7 RSP-00-F-0407-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating 4.00 ft lbs in in in./ft in. 7.0 ft lbs./in. 772 lbs m 636 kg 412 mm 709 mm 18 mm/m 662 mm 2.29 m 17.1 N/mm kn / ft ft ft. 2.6 m.79 m m 144 lbs. 39 lbs. 900 lbs. 6 kg 163 kg 408 kg in in in. 412 mm 421 mm 491 mm in in in. 464 mm 41 mm 709 mm CSA Classification H6 H4 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 60

63 RStandard ft. [16.7 m] s: 6/7 8/9 RSP-00-F-0709-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating 4.00 ft lbs in in in./ft in. 7.0 ft lbs./in lbs m 84 kg 6 mm 876 mm 19 mm/m 829 mm 2.29 m 41. N/mm kn 7 6/7 8/ ft ft. 7.4 m m 666 lbs lbs. 302 kg 43 kg in in. 6 mm 66 mm in in. 709 mm 876 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 61

64 Data Sheets RStandard 60 ft. [18.2 m] s: 1 4 RSP-0600-F-0104-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 82 lbs. 8.3 in in in./ft in ft lbs./in. 347 lbs m 374 kg 212 mm 464 mm 14 mm/m 41 mm 2.44 m 2.6 N/mm 1.48 kn ft ft ft ft m.38 m.30 m.77 m 130 lbs. 170 lbs. 22 lbs. 300 lbs. 9 kg 77 kg 102 kg 136 kg 8.3 in in in in. 212 mm 210 mm 282 mm 348 mm 9.77 in in in in. 248 mm 319 mm 389 mm 464 mm CSA Classification H1 2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 62

65 RStandard 60 ft. [18.2 m] s: 4 RSP-0600-F-020-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in. 17 lbs m 461 kg 238 mm 41 mm 17 mm/m 490 mm 2.44 m 4.3 N/mm kn ft ft ft ft m.30 m.77 m.79 m 133 lbs. 22 lbs. 300 lbs. 39 lbs. 60 kg 102 kg 136 kg 163 kg 9.38 in in in in. 238 mm 282 mm 348 mm 421 mm 12.6 in in in in. 319 mm 389 mm 464 mm 41 mm CSA Classification H3 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 63

66 Data Sheets RStandard 60 ft. [18.2 m] s: 3 4 /6 RSP-0600-F-0306-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in. 10 lbs m 62 kg 313 mm 631 mm 17 mm/m 83 mm 2.44 m 8.1 N/mm kn / ft ft ft m.77 m m 167 lbs. 300 lbs. 772 lbs. 76 kg 136 kg 30 kg in in in. 313 mm 348 mm 421 mm 1.31 in in in. 389 mm 464 mm 631 mm CSA Classification H3 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 64

67 RStandard 60 ft. [18.2 m] s: 4 6/7 RSP-0600-F-0407-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft. 2.9 in ft. 69 lbs./in lbs m 671 kg 382 mm 709 mm 18 mm/m 69 mm 2.44 m 12.1 N/mm kn / ft ft ft m.79 m m 221 lbs. 39 lbs. 900 lbs. 100 kg 163 kg 408 kg 1.03 in in in. 382 mm 421 mm 491 mm in in in. 464 mm 41 mm 709 mm CSA Classification H H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 6

68 Data Sheets RStandard 60 ft. [18.2 m] s: 6/7 8/9 RSP-0600-F-0709-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in lbs m 898 kg 2 mm 876 mm 19 mm/m 826 mm 2.44 m 30.1 N/mm kn 7 6/7 8/ ft ft m m 782 lbs lbs. 34 kg 43 kg in in. 2 mm 66 mm in in. 709 mm 876 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 66

69 RStandard 6 ft. [19.8 m] s: 1 4 RSP-060-F-010-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs. 9.3 in in in./ft in. 8.0 ft lbs./in lbs m 488 kg 242 mm 41 mm 1 mm/m 487 mm 2.9 m 3.2 N/mm kn ft ft ft ft ft. 0.6 m.38 m.30 m.77 m.79 m 23 lbs. 170 lbs. 22 lbs. 300 lbs. 39 lbs. 10 kg 77 kg 102 kg 136 kg 163 kg 9.3 in in in in in. 242 mm 210 mm 282 mm 348 mm 421 mm 9.77 in in in in in. 248 mm 319 mm 389 mm 464 mm 41 mm CSA Classification H2 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 67

70 Data Sheets RStandard 6 ft. [19.8 m] s: 3 4 /6 RSP-060-F-0306-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in. 8.0 ft. 33. lbs./in. 462 lbs m 88 kg 282 mm 631 mm 18 mm/m 80 mm 2.9 m.9 N/mm kn / ft ft ft..28 m.77 m m 224 lbs. 300 lbs. 772 lbs. 102 kg 136 kg 30 kg in in in. 282 mm 348 mm 421 mm 1.31 in in in. 389 mm 464 mm 631 mm CSA Classification H2 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 68

71 RStandard 6 ft. [19.8 m] s: 4 6/7 RSP-060-F-0407-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 12 lbs in in in./ft in. 8.0 ft. 0.1 lbs./in. 630 lbs m 704 kg 31 mm 709 mm 18 mm/m 66 mm 2.9 m 8.8 N/mm kn / ft ft ft..61 m.79 m m 293 lbs. 39 lbs. 900 lbs. 133 kg 163 kg 408 kg in in in. 31 mm 421 mm 491 mm in in in. 464 mm 41 mm 709 mm CSA Classification H H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 69

72 Data Sheets RStandard 6 ft. [19.8 m] s: 6/7 8/9 RSP-060-F-0709-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in. 8.0 ft. 127 lbs./in. 997 lbs m 947 kg 494 mm 876 mm 19 mm/m 823 mm 2.9 m 22.2 N/mm kn 7 6/7 8/ ft ft m m 891 lbs lbs. 404 kg 43 kg in in. 494 mm 66 mm in in. 709 mm 876 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 70

73 RStandard 70 ft. [21.3 m] s: 1 4 RSP-0700-F-010-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft. 14 lbs./in lbs m 12 kg 228 mm 41 mm 1 mm/m 484 mm 2.74 m 2. N/mm kn ft ft ft ft ft m.38 m.30 m.77 m.79 m 7 lbs. 170 lbs. 22 lbs. 300 lbs. 39 lbs. 34 kg 77 kg 102 kg 136 kg 163 kg 8.98 in in in in in. 228 mm 210 mm 282 mm 348 mm 421 mm 9.77 in in in in in. 248 mm 319 mm 389 mm 464 mm 41 mm CSA Classification H2 1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 71

74 Data Sheets RStandard 70 ft. [21.3 m] s: 4 /6 RSP-0700-F-0206-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in. 407 lbs m 623 kg 27 mm 631 mm 17 mm/m 77 mm 2.74 m 4.3 N/mm kn 1 4 / ft ft ft ft m.30 m.77 m m 78 lbs. 22 lbs. 300 lbs. 772 lbs. 3 kg 102 kg 136 kg 30 kg in in in in. 27 mm 282 mm 348 mm 421 mm 12.6 in in in in. 319 mm 389 mm 464 mm 631 mm CSA Classification H2 1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 72

75 RStandard 70 ft. [21.3 m] s: 3 4 6/7 RSP-0700-F-0307-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs. 13. in in in./ft in ft. 37 lbs./in. 74 lbs m 74 kg 344 mm 709 mm 17 mm/m 63 mm 2.74 m 6. N/mm 2. kn / ft ft ft ft m.77 m.79 m m 103 lbs. 300 lbs. 39 lbs. 900 lbs. 47 kg 136 kg 163 kg 408 kg 13. in in in in. 344 mm 348 mm 421 mm 491 mm 1.31 in in in in. 389 mm 464 mm 41 mm 709 mm CSA Classification H4 H2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 73

76 Data Sheets RStandard 70 ft. [21.3 m] s: 6/7 8/9 RSP-0700-F-009-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft. 9.4 lbs./in. 914 lbs m 1029 kg 487 mm 876 mm 18 mm/m 820 mm 2.74 m 16.7 N/mm kn 7 6/7 8/9 8.0 ft ft ft. 2.9 m m m 172 lbs. 900 lbs lbs. 78 kg 408 kg 43 kg in in in. 487 mm 491 mm 66 mm in in in. 41 mm 709 mm 876 mm CSA Classification H6 H defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 74

77 RStandard 70 ft. [21.3 m] s: 6/7 8/9 10/11 RSP-0700-F-0711-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in lbs m 1343 kg 63 mm 103 mm 18 mm/m 981 mm 2.74 m 2.6 N/mm kn 4 6/7 8/9 10/ ft ft ft. 2.7 m m m 26 lbs lbs lbs. 120 kg 43 kg 680 kg 2.70 in in in. 63 mm 66 mm 812 mm in in in. 709 mm 876 mm 103 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 7

78 Data Sheets RStandard 7 ft. [22.8 m] s: 1 4 RSP-070-F-010-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in. 9.0 ft lbs./in. 380 lbs m 34 kg 214 mm 41 mm 14 mm/m 481 mm 2.90 m 1.9 N/mm kn ft ft ft ft ft m.38 m.30 m.77 m.79 m 124 lbs. 170 lbs. 22 lbs. 300 lbs. 39 lbs. 6 kg 77 kg 102 kg 136 kg 163 kg 8.42 in in in in in. 214 mm 210 mm 282 mm 348 mm 421 mm 9.77 in in in in in. 248 mm 319 mm 389 mm 464 mm 41 mm CSA Classification H1 1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 76

79 RStandard 7 ft. [22.8 m] s: 4 /6 RSP-070-F-0206-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in. 9.0 ft. 18. lbs./in lbs m 64 kg 244 mm 631 mm 17 mm/m 74 mm 2.90 m 3.2 N/mm kn 1 4 / ft ft ft ft m.30 m.77 m m 12 lbs. 22 lbs. 300 lbs. 772 lbs. 7 kg 102 kg 136 kg 30 kg 9.60 in in in in. 244 mm 282 mm 348 mm 421 mm 12.6 in in in in. 319 mm 389 mm 464 mm 631 mm CSA Classification H1 2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 77

80 Data Sheets RStandard 7 ft. [22.8 m] s: 3 4 6/7 RSP-070-F-0307-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 172 lbs in in in./ft. 2.8 in. 9.0 ft. 28 lbs./in. 10 lbs m 782 kg 313 mm 709 mm 17 mm/m 60 mm 2.90 m 4.9 N/mm kn / ft ft ft ft m.77 m.79 m m 166 lbs. 300 lbs. 39 lbs. 900 lbs. 7 kg 136 kg 163 kg 408 kg in in in in. 313 mm 348 mm 421 mm 491 mm 1.31 in in in in. 389 mm 464 mm 41 mm 709 mm CSA Classification H3 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 78

81 RStandard 7 ft. [22.8 m] s: 6/7 8/9 RSP-070-F-009-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in. 9.0 ft lbs./in. 844 lbs m 1071 kg 46 mm 876 mm 18 mm/m 817 mm 2.90 m 12.7 N/mm 37.6 kn 7 6/7 8/ ft ft ft m m m 26 lbs. 900 lbs lbs. 120 kg 408 kg 43 kg 17.9 in in in. 46 mm 491 mm 66 mm in in in. 41 mm 709 mm 876 mm CSA Classification H6 H4 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 79

82 Data Sheets RStandard 7 ft. [22.8 m] s: 6/7 8/9 10/11 RSP-070-F-0711-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in. 9.0 ft lbs./in lbs m 140 kg 621 mm 103 mm 18 mm/m 978 mm 2.90 m 20.2 N/mm 6.71 kn 4 6/7 8/9 10/ ft ft ft m m m 402 lbs lbs lbs. 182 kg 43 kg 680 kg in in in. 621 mm 66 mm 812 mm in in in. 709 mm 876 mm 103 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 80

83 RStandard 80 ft. [24.3 m] s: 4 /6 RSP-0800-F-0206-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in. 320 lbs m 663 kg 213 mm 631 mm 17 mm/m 71 mm 3.0 m 2. N/mm kn 1 4 / ft ft ft ft..2 m.30 m.77 m m 166 lbs. 22 lbs. 300 lbs. 772 lbs. 7 kg 102 kg 136 kg 30 kg 8.38 in in in in. 213 mm 282 mm 348 mm 421 mm 12.6 in in in in. 319 mm 389 mm 464 mm 631 mm CSA Classification 1 2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 81

84 Data Sheets RStandard 80 ft. [24.3 m] s: 3 4 6/7 RSP-0800-F-0307-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in. 462 lbs m 808 kg 282 mm 709 mm 17 mm/m 647 mm 3.0 m 3.7 N/mm kn / ft ft ft ft..26 m.77 m.79 m m 223 lbs. 300 lbs. 39 lbs. 900 lbs. 101 kg 136 kg 163 kg 408 kg in in in in. 282 mm 348 mm 421 mm 491 mm 1.31 in in in in. 389 mm 464 mm 41 mm 709 mm CSA Classification H2 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 82

85 RStandard 80 ft. [24.3 m] s: 6/7 8/9 RSP-0800-F-009-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft. 6.1 lbs./in. 782 lbs m 1110 kg 424 mm 876 mm 18 mm/m 814 mm 3.0 m 9.8 N/mm kn 7 6/7 8/ ft ft ft..64 m m m 31 lbs. 900 lbs lbs. 19 kg 408 kg 43 kg in in in. 424 mm 491 mm 66 mm in in in. 41 mm 709 mm 876 mm CSA Classification H6 H4 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 83

86 Data Sheets RStandard 80 ft. [24.3 m] s: 6/7 8/9 10/11 RSP-0800-F-0711-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in lbs m 1464 kg 90 mm 103 mm 18 mm/m 97 mm 3.0 m 16.2 N/mm kn 4 6/7 8/9 10/ ft ft ft..80 m m m 32 lbs lbs lbs. 241 kg 43 kg 680 kg in in in. 90 mm 66 mm 812 mm in in in. 709 mm 876 mm 103 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 84

87 RStandard 8 ft. [2.9 m] s: 1 4 /6 RSP-080-F-0106-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 132 lbs in in in./ft in ft lbs./in. 290 lbs m 69 kg 230 mm 631 mm 1 mm/m 68 mm 3.20 m 1.9 N/mm kn ft ft ft ft ft m.38 m.30 m.77 m m 66 lbs. 170 lbs. 22 lbs. 300 lbs. 772 lbs. 30 kg 77 kg 102 kg 136 kg 30 kg 9.07 in in in in in. 230 mm 210 mm 282 mm 348 mm 421 mm 9.77 in in in in in. 248 mm 319 mm 389 mm 464 mm 631 mm /6 CSA Classification 1 3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 8

88 Data Sheets RStandard 8 ft. [2.9 m] s: 4 6/7 RSP-080-F-0207-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in lbs m 844 kg 27 mm 709 mm 17 mm/m 643 mm 3.20 m 2.9 N/mm kn ft ft ft ft ft m.30 m.77 m.79 m m 77 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs. 3 kg 102 kg 136 kg 163 kg 408 kg in in in in in. 27 mm 282 mm 348 mm 421 mm 491 mm 12.6 in in in in in. 319 mm 389 mm 464 mm 41 mm 709 mm 6/7 CSA Classification H2 1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 86

89 RStandard 8 ft. [2.9 m] s: 4 6/7 8/9 RSP-080-F-0409-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 291 lbs in in in./ft in ft lbs./in. 722 lbs m 117 kg 416 mm 876 mm 18 mm/m 811 mm 3.20 m 7.7 N/mm kn 7 4 6/7 8/ ft ft ft ft m.79 m m m 13 lbs. 39 lbs. 900 lbs lbs. 61 kg 163 kg 408 kg 43 kg in in in in. 416 mm 421 mm 491 mm 66 mm in in in in. 464 mm 41 mm 709 mm 876 mm CSA Classification H6 H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 87

90 Data Sheets RStandard 8 ft. [2.9 m] s: 6/7 8/9 10/11 RSP-080-F-0711-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 332 lbs in in in./ft in ft lbs./in lbs m 120 kg 9 mm 103 mm 18 mm/m 972 mm 3.20 m 13.1 N/mm kn 4 6/7 8/9 10/ ft ft ft m m m 6 lbs lbs lbs. 297 kg 43 kg 680 kg in in in. 9 mm 66 mm 812 mm in in in. 709 mm 876 mm 103 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 88

91 RStandard 90 ft. [27.4 m] s: 4 6/7 RSP-0900-F-0207-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in lbs m 86 kg 244 mm 709 mm 17 mm/m 640 mm 3.3 m 2.3 N/mm kn ft ft ft ft ft m.30 m.77 m.79 m m 124 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs. 6 kg 102 kg 136 kg 163 kg 408 kg 9.61 in in in in in. 244 mm 282 mm 348 mm 421 mm 491 mm 12.6 in in in in in. 319 mm 389 mm 464 mm 41 mm 709 mm 6/7 CSA Classification H1 1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 89

92 Data Sheets RStandard 90 ft. [27.4 m] s: 4 6/7 8/9 RSP-0900-F-0409-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in. 662 lbs m 1211 kg 38 mm 876 mm 18 mm/m 808 mm 3.3 m 6.0 N/mm kn 7 4 6/7 8/ ft ft ft ft m.79 m m m 213 lbs. 39 lbs. 900 lbs lbs. 97 kg 163 kg 408 kg 43 kg 1.16 in in in in. 38 mm 421 mm 491 mm 66 mm in in in in. 464 mm 41 mm 709 mm 876 mm CSA Classification H H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 90

93 RStandard 90 ft. [27.4 m] s: 6/7 8/9 10/11 RSP-0900-F-0711-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in lbs m 173 kg 28 mm 103 mm 19 mm/m 969 mm 3.3 m 10.7 N/mm kn 4 6/7 8/9 10/ ft ft ft. 8.8 m m m 772 lbs lbs lbs. 30 kg 43 kg 680 kg in in in. 28 mm 66 mm 812 mm in in in. 709 mm 876 mm 103 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 91

94 Data Sheets RStandard 9 ft. [28.9 m] s: 4 6/7 RSP-090-F-0207-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in lbs m 884 kg 213 mm 709 mm 17 mm/m 637 mm 3.1 m 1.9 N/mm kn ft ft ft ft ft..22 m.30 m.77 m.79 m m 166 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs. 7 kg 102 kg 136 kg 163 kg 408 kg 8.40 in in in in in. 213 mm 282 mm 348 mm 421 mm 491 mm 12.6 in in in in in. 319 mm 389 mm 464 mm 41 mm 709 mm 6/7 CSA Classification H1 2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 92

95 RStandard 9 ft. [28.9 m] s: 4 6/7 8/9 RSP-090-F-0409-F-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in lbs m 1243 kg 34 mm 876 mm 18 mm/m 80 mm 3.1 m 4.8 N/mm kn 7 4 6/7 8/ ft ft ft ft..44 m.79 m m m 28 lbs. 39 lbs. 900 lbs lbs. 129 kg 163 kg 408 kg 43 kg 13.9 in in in in. 34 mm 421 mm 491 mm 66 mm in in in in. 464 mm 41 mm 709 mm 876 mm CSA Classification H4 H2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 93

96 Data Sheets RStandard 9 ft. [28.9 m] s: 6/7 8/9 10/11 RSP-090-F-0711-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 378 lbs in in in./ft in ft. 0.1 lbs./in lbs m 1623 kg 496 mm 103 mm 19 mm/m 966 mm 3.1 m 8.8 N/mm kn 4 6/7 8/9 10/ ft ft ft m m m 882 lbs lbs lbs. 400 kg 43 kg 680 kg 19.4 in in in. 496 mm 66 mm 812 mm in in in. 709 mm 876 mm 103 mm CSA Classification H6 H6 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 94

97 RStandard 100 ft. [30.4 m] s: 3 4 6/7 8/9 RSP-1000-F-0309-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 282 lbs in in in./ft in ft lbs./in. 66 lbs m 1293 kg 348 mm 876 mm 17 mm/m 802 mm 3.66 m 3.8 N/mm 2.19 kn / ft ft ft ft ft. 2.0 m.77 m.79 m m m 96 lbs. 300 lbs. 39 lbs. 900 lbs lbs. 43 kg 136 kg 163 kg 408 kg 43 kg in in in in in. 348 mm 348 mm 421 mm 491 mm 66 mm 1.31 in in in in in. 389 mm 464 mm 41 mm 709 mm 876 mm 8/9 CSA Classification H4 H2 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 9

98 Data Sheets RStandard 100 ft. [30.4 m] s: 6/7 8/9 10/11 RSP-1000-F-011-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in lbs m 1706 kg 490 mm 103 mm 18 mm/m 963 mm 3.66 m 7.3 N/mm kn 4 6/7 8/9 10/ ft ft ft ft m m m m 164 lbs. 900 lbs lbs lbs. 74 kg 408 kg 43 kg 680 kg in in in in. 490 mm 491 mm 66 mm 812 mm in in in in. 41 mm 709 mm 876 mm 103 mm CSA Classification H6 H defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 96

99 RStandard 10 ft. [32 m] s: 3 4 6/7 8/9 RSP-100-F-0309-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in. 27 lbs m 1323 kg 317 mm 876 mm 17 mm/m 799 mm 3.81 m 3.1 N/mm kn / ft ft ft ft ft. 3.7 m.77 m.79 m m m 160 lbs. 300 lbs. 39 lbs. 900 lbs lbs. 72 kg 136 kg 163 kg 408 kg 43 kg in in in in in. 317 mm 348 mm 421 mm 491 mm 66 mm 1.31 in in in in in. 389 mm 464 mm 41 mm 709 mm 876 mm 8/9 CSA Classification H3 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 97

100 Data Sheets RStandard 10 ft. [32 m] s: 6/7 8/9 10/11 RSP-100-F-011-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 383 lbs in in in./ft in ft lbs./in. 800 lbs m 1748 kg 49 mm 103 mm 18 mm/m 960 mm 3.81 m 6.0 N/mm kn 4 6/7 8/9 10/ ft ft ft ft m m m m 27 lbs. 900 lbs lbs lbs. 117 kg 408 kg 43 kg 680 kg 18.0 in in in in. 49 mm 491 mm 66 mm 812 mm in in in in. 41 mm 709 mm 876 mm 103 mm CSA Classification H6 H defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 98

101 RStandard 110 ft. [33. m] s: 3 4 6/7 8/9 RSP-1100-F-0309-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft. 14. lbs./in lbs m 1349 kg 286 mm 876 mm 18 mm/m 796 mm 3.96 m 2. N/mm kn / ft ft ft ft ft..09 m.77 m.79 m m m 217 lbs. 300 lbs. 39 lbs. 900 lbs lbs. 99 kg 136 kg 163 kg 408 kg 43 kg 11.2 in in in in in. 286 mm 348 mm 421 mm 491 mm 66 mm 1.31 in in in in in. 389 mm 464 mm 41 mm 709 mm 876 mm 8/9 CSA Classification H3 H1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 99

102 Data Sheets RStandard 110 ft. [33. m] s: 6/7 8/9 10/11 RSP-1100-F-011-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in. 790 lbs m 1787 kg 427 mm 103 mm 18 mm/m 97 mm 3.96 m.0 N/mm kn 4 6/7 8/9 10/ ft ft ft ft..1 m m m m 344 lbs. 900 lbs lbs lbs. 16 kg 408 kg 43 kg 680 kg in in in in. 427 mm 491 mm 66 mm 812 mm in in in in. 41 mm 709 mm 876 mm 103 mm CSA Classification H6 H4 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 100

103 RStandard 11 ft. [3 m] s: 4 6/7 8/9 RSP-110-F-0209-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft. 303 lbs in in in./ft in ft lbs./in. 442 lbs. 3.0 m 138 kg 278 mm 876 mm 17 mm/m 793 mm 4.11 m 2.1 N/mm kn ft ft ft ft ft ft m.30 m.77 m.79 m m m 72 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs lbs. 33 kg 102 kg 136 kg 163 kg 408 kg 43 kg in in in in in in. 278 mm 282 mm 348 mm 421 mm 491 mm 66 mm 12.6 in in in in in in. 319 mm 389 mm 464 mm 41 mm 709 mm 876 mm 6/7 8/9 CSA Classification H2 1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 101

104 Data Sheets RStandard 11 ft. [3 m] s: 4 6/7 8/9 10/11 RSP-110-F-0411-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft. 24 lbs./in. 740 lbs. 3.0 m 182 kg 418 mm 103 mm 18 mm/m 94 mm 4.11 m 4.2 N/mm kn 4 4 6/7 8/ ft ft ft ft ft m.79 m m m m 128 lbs. 39 lbs. 900 lbs lbs lbs. 8 kg 163 kg 408 kg 43 kg 680 kg in in in in in. 418 mm 421 mm 491 mm 66 mm 812 mm in in in in in. 464 mm 41 mm 709 mm 876 mm 103 mm 10/11 CSA Classification H6 H4 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 102

105 RStandard 120 ft. [36. m] s: 4 6/7 8/9 RSP-1200-F-0209-C-RRRR-CC-HHH Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs. 9.7 in in in./ft in ft. 9.8 lbs./in. 407 lbs m 1406 kg 248 mm 876 mm 17 mm/m 790 mm 4.27 m 1.7 N/mm kn ft ft ft ft ft ft. 3.3 m.30 m.77 m.79 m m m 120 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs lbs. 4 kg 102 kg 136 kg 163 kg 408 kg 43 kg 9.7 in in in in in in. 248 mm 282 mm 348 mm 421 mm 491 mm 66 mm 12.6 in in in in in in. 319 mm 389 mm 464 mm 41 mm 709 mm 876 mm 6/7 8/9 CSA Classification H2 1 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. Data Sheets 103

106 Data Sheets RStandard 120 ft. [36. m] s: 4 6/7 8/9 10/11 RSP-1200-F-0411-F-RRRR-CC-HHH 4 Overall Taper O.D. at Groundline Embedment Depth Stiffness Ratio Load Rating ft lbs in in in./ft in ft lbs./in lbs m 1888 kg 388 mm 103 mm 18 mm/m 90 mm 4.27 m 3. N/mm kn 4 4 6/7 8/ ft ft ft ft ft m.79 m m m m 207 lbs. 39 lbs. 900 lbs lbs lbs. 94 kg 163 kg 408 kg 43 kg 680 kg 1.26 in in in in in. 388 mm 421 mm 491 mm 66 mm 812 mm in in in in in. 464 mm 41 mm 709 mm 876 mm 103 mm 10/11 CSA Classification H H3 defined as the data sheets represent basic module combinations. See page 6 for the Code Legend. [4] 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". [] Factored working load and equivalent pole class are reported based on the appropriate CSA load and strength factors. 104

107 RED CANYON WINDFARM (FPLE) Fluvanna, TX SOUTHERN CALIFORNIA EDISON Santa Catalina Island, CA MUNICIPALITY OF CHATHAM-KENT Chatham, ON HYDRO OTTAWA Ottawa, ON LADWP Los Angeles, CA ISLAND UTILITY POWERCOR Werribee, Australia AUSTIN ENERGY Austin, TX ENMAX Calgary, AB SOUTH CENTRAL REC Lancaster, OH

108 RS Technologies Toll Free Phone Fax th Avenue NE, Suite 400 Calgary, AB T2E 6Y7 For more information on this product contact: RStandard and Infrastructure For Life are registered trademarks of Resin Systems Inc. *Disclaimer - The information contained herein is offered only as a guide for RStandard poles and has been prepared in good faith by technically knowledgeable personnel. This sheet is for information only and could be modified without notice. Printed in Canada. TSX: RS RSPD(CDN) V2.2