Pole Data Sheets (CDN) INFRASTRUCTURE FOR LIFE

Data Sheets (CDN) INFRASTRUCTURE FOR LIFE

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Data Sheets Table of Contents 1.0 Introduction... 2 2.0 2006 CSA Construction Standards... 3 3.0 The Effects of Temperature on Composite Material... 4 4.0 Top Deflection Calculation... 4.0 RStandard Rated Strength... 4 6.0 and Data Sheet Explanation... 7.0 Guide for RStandard Modular Combinations 7.1 Full Data Sheet Overview Guide... 7. 7.0 ft. [9.14 m] to 120 ft. [36.8 m] Data Sheet Overview Guide... 8 8.0 Data Sheets. 8.1 Full (FL) Data Sheet Index... 10 8.0 ft. [9.14 m] to 120 ft. [36.8 m] Data Sheet Index... 11

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. 1-06. 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

2.0 2006 CSA Construction Standards The 2006 Canadian Standards Association (CSA) C22.3 No.1 Standard now officially recognizes composite poles as engineered and manufactured products and allows the same Minimum Load Factors to be used as for steel poles, providing that the composite pole strengths are specified as % 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 11,400 0.71 7,200 32.03 9,646 42.91 H 10,000 44.48 6,316 28.09 8,467.64 H4 8,700 38.70,49 24.44 7,362.7 H3 7,00 33.36 4,737 21.07 6,346 28.23 H2 6,400 28.47 4,042 17.98,41 24.09 H1,400 24.0,411 1.17 4,69 20.32 1 4,00 20.02 2,842 12.64 3,808 16.94,700 16.46 2,337 10.39 3,131 13.93 3 3,000 13.34 1,89 8.43 2,38 11.29 4 2,400 10.68 1,16 6.74 2,031 9.03 1,900 8.4 1,200.34 1,608 7.1 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: 2.0 2006 CSA Construction Standards 1.2 1.2 CPC = 3,000 lb. x = 1,89 lb. OR CPC = 13.34 kn x = 8.43 kn 1.9 1.9 3

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

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 20.167 0.46 216.1 0.109 1.694 7.67 9.768 12.83 N/A 1 1.141 0.46 12.1 0.111 1.694 8.083 9.768 12.83 N/A 2 17.667 0.38 169.8 0.243 2.264 8.272 12.9 1.77 12.83 3 17.389 0.38 224.9 0.243 2.792 11.087 1.31 18.6 1.77 4 18.944 0.38 299.8 0.24.36 13.689 18.268 21.49 18.6 18.993 0.406 39.4 0.247 3.924 16.91 21.284 24.46 21.49 /6 34.87 0.46 771.6 0.236 0 16.87 24.83 27.94 24.46¹ 6/7 34.87 0.42 899. 0.246.197 19.331 27.917 31.11 27.94 8/9 3.74 0.49 1197.1 0.242 6.444 2.823 34.477.03 N/A 10/11 36.877 0.49 1499.1 0.239 0 31.96 40.76 43.91² 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 43.91 corner to corner. N-1 Base Plate Diameter (mm) 1L 6.147 1.18 98 9.09 0.16 19.22 24.81 32.9 N/A 1 4.61 1.18 69 9.27 0.16 20.3 24.81 32.9 N/A 2.38 0.96 77 20.22 0.69 21.01 31.9 400.6 32.9 3.3 0.96 102 20.26 0.81 28.16 38.9 471. 400.6 4.774 0.96 136 20.14 1.024 34.77 46.4 46 471..789 1.03 163 20.9 1.196 42.14 4.06 621.4 46 /6 10.63 1.18 30 19.71 0 42.13 63.08 709.7 621.4¹ 6/7 10.63 1.08 408 20.2 1.84 49.1 70.91 790.1 709.7 8/9 10.89 1.16 43 20.17 1.964 6.9 87.6 940. N/A 10/11 11.24 1.16 680 19.88 0 81.19 103.3 111.2 ² N/A ¹ M/6 Base OD = 630.8 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 111.2 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. = 120 12.2 M = 0122 4.0 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 = 11 6.0 and Data Sheet Explanation Figure 1: Code Legend

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 4 46.24 ft. 47 lbs. 8.08 in. 1.31 in. 0.16 in./ft. 13.70 in. 6.62 ft. 23 lbs./in. 477 lbs. 14.09 m 248 kg 20 mm 389 mm 13 mm/m 348 mm 2.02 m 4.0 N/mm 21.240 kn 78 1.14 ft. 17.67 ft. 17.39 ft. 4.62 m.38 m.30 m 12 lbs. 170 lbs. 22 lbs. 69 kg 77 kg 102 kg 6 8.08 in. 8.27 in. 11.09 in. 20 mm 210 mm 282 mm 1 9.77 in. 12.6 in. 1.31 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 1 2 3 4 6 7 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

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 31.11 ft. [9.48 m] 12 RSP-0311-F-0102-F M1, 2 H2 1 322 146 8.08 20 12.6 319 46.24 ft. [14.09 m] 13 RSP-0462-F-0103-F M1, 2, 3 H3 H1 47 248 8.08 20 1.31 389 62.39 ft. [19.02 m] 14 RSP-0624-F-0104-F M1, 2, 3, 4 1 2 847 384 8.08 20 18.27 464 78.03 ft. [23.78 m] 1 RSP-0780-F-010-F M1, 2, 3, 4, H1 2 1206 47 8.08 20 21.28 41 93.91 ft. [28.62 m] 16 RSP-0939-F-0106-F M1, 2, 3, 4, /6 1618 734 8.08 20 24.83 631 32.79 ft. [9.99 m] 17 RSP-0328-F-0203-F M2, 3 H6 H3 39 179 8.27 210 1.31 389 48.94 ft. [14.92 m] 18 RSP-0489-F-0204-F M2, 3, 4 H2 H1 694 31 8.27 210 18.27 464 64.8 ft. [19.68 m] 19 RSP-0646-F-020-F M2, 3, 4, H3 H1 104 478 8.27 210 21.28 41 80.46 ft. [24.2 m] 20 RSP-080-F-0206-F M2, 3, 4, /6 1 2 1466 66 8.27 210 24.83 631 9.3 ft. [29.12 m] 21 RSP-09-F-0207-F M2, 3, 4,, 6/7 H1 2 193 886 8.27 210 27.91 709 33.4 ft. [10.22 m] 22 RSP-033-F-0304-F M3, 4 H6 H3 2 238 11.08 282 18.27 464 49.17 ft. [14.99 m] 23 RSP-0492-F-030-F M3, 4, H H3 884 401 11.08 282 21.28 41 6.06 ft. [19.83 m] 24 RSP-061-F-0306-F M3, 4, /6 H2 H1 1296 88 11.08 282 24.83 631 80.13 ft. [24.42 m] 2 RSP-0801-F-0307-F M3, 4,, 6/7 H2 H1 1784 809 11.08 282 27.91 709 110.68 ft. [33.73 m] 26 RSP-1107-F-0309-F M3, 4,, 6/7, 8/9 H3 H1 2981 132 11.08 284.47 876 0.46 ft. [1.38 m] 27 RSP-00-F-0406-F M4, /6 H H3 1071 486 13.69 348 24.83 631 6.3 ft. [19.97 m] 28 RSP-06-F-0407-F M4,, 6/7 H4 H2 19 707 13.69 348 27.91 709 96.08 ft. [29.29 m] 29 RSP-0961-F-0409-F M4,, 6/7, 8/9 H4 H2 276 120 13.69 348 34.47 876 126.1 ft. [38.6 m] 30 RSP-126-F-0411-F M4,, 6/7, 8/9, 10/11 H4 H2 426 1930 13.69 348 40.76 103 49.94 ft. [1.22 m] 31 RSP-0499-F-007-F M, 6/7 H6 H 129 71 16.9 421 27.91 709 80.49 ft. [24.3 m] 32 RSP-080-F-009-F M, 6/7, 8/9 H6 H4 246 1114 16.9 421 34.47 876 110.93 ft. [33.81 m] 33 RSP-1109-F-011-F M, 6/7, 8/9, 10/11 H6 H4 396 1794 16.9 421 40.76 103 6.42ft. [19.94 m] 34 RSP-064-F-0709-F M6/7, 8/9 H6 H6 2097 91 19.33 491 34.47 876 9.86 ft. [29.22 m] 3 RSP-099-F-0711-F M6/7, 8/9,10/11 H6 H 396 1631 19.33 491 40.76 103 [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

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 H1 312 141 8.21 208 12.6 319 37 RSP-0300-F-0203-C M2, 3 H6 H4 373 169 8.9 227 1.31 389 38 RSP-0300-F-0304-C M3, 4 H6 H4 48 220 11.9 303 18.27 464 39 RSP-030-F-1L02-C M1L, 2 H1 7 170 7.69 19 12.6 319 40 RSP-030-F-0103-C M1, 2, 3 H H3 437 198 9.33 237 1.31 389 41 RSP-030-F-0204-C M2, 3, 4 H H3 66 27 11.66 296 18.27 464 42 RSP-030-F-030-C M3, 4, H6 H6 706 320 14.3 369 21.28 41 43 RSP-0400-F-0103-C M1, 2, 3 H4 H2 488 221 8.78 223 1.31 389 44 RSP-0400-F-0204-C M2, 3, 4 H4 H2 617 280 10.44 26 18.27 464 4 RSP-0400-F-030-C M3, 4, H6 H 77 31 13.338 21.28 41 46 RSP-0400-F-0406-C M4, /6 H6 H4 917 416 16.22 412 24.83 631 47 RSP-040-F-0103-C M1, 2, 3 H3 H1 3 243 8.22 209 1.31 389 48 RSP-040-F-0204-C M2, 3, 4 H3 H1 663 301 9.23 234 18.27 464 49 RSP-040-F-030-C M3, 4, H6 H4 837 380 12.10 307 21.28 40 0 RSP-040-F-0406-C M4, /6 H6 H3 994 41 1.01 381 24.83 631 1 RSP-040-F-007-C M, 6/7 H6 H6 1174 33 17.81 42 27.92 709 2 RSP-000-F-1L03-C M1L, 2, 3 H2 1 99 272 7.71 196 1.31 389 3 RSP-000-F-0104-C M1, 2, 3, 4 H2 1 724 329 9.46 240 18.27 464 4 RSP-000-F-020-C M2, 3, 4, H H3 919 417 11.81 300 21.28 41 RSP-000-F-0406-C M4, /6 H H3 106 483 13.80 31 24.83 631 6 RSP-000-F-007-C M, 6/7 H6 H 129 71 16.9 421 27.92 709 7 RSP-00-F-0104-C M1, 2, 3, 4 H1 1 776 32 8.91 226 18.27 464 8 RSP-00-F-020-C M2, 3, 4, H4 H2 971 440 10.60 269 21.28 41 9 RSP-00-F-0306-C M3, 4, /6 H4 H2 117 33 13.3 344 24.83 631 60 RSP-00-F-0407-C M4,, 6/7 H6 H4 1403 636 16.23 412 27.92 709 61 RSP-00-F-0709-C M6/7, 8/9 H6 H6 1863 84 21.90 6 34.47 876 62 RSP-0600-F-0104-C M1, 2, 3, 4 H1 2 874 8.3 212 18.27 464 63 RSP-0600-F-020-C M2, 3, 4, H3 H1 1017 461 9.38 238 21.28 41 64 RSP-0600-F-0306-C M3, 4, /6 H3 H1 1238 62 12.313 24.83 631 6 RSP-0600-F-0407-C M4,, 6/7 H H3 1480 671 1.03 382 27.92 709 66 RSP-0600-F-0709-C M6/7, 8/9 H6 H6 1979 898 20.67 4.47 876 67 RSP-060-F-010-C M1, 2, 3, 4, H2 H1 1077 488 9.3 242 21.28 41 68 RSP-060-F-0306-C M3, 4, /6 H2 H1 1296 88 11.10 282 24.83 631 69 RSP-060-F-0407-C M4,, 6/7 H H3 12 704 13.81 27.92 709 70 RSP-060-F-0709-C M6/7, 8/9 H6 H6 2088 947 19.44 494 34.47 876 71 RSP-0700-F-010-C M1, 2, 3, 4, H2 1 1129 12 8.98 228 21.28 41 72 RSP-0700-F-0206-C M2, 3, 4, /6 H3 H1 1366 619 10.81 27 24.83 631 73 RSP-0700-F-0307-C M3, 4,, 6/7 H4 H2 1662 74 13. 344 27.92 709 74 RSP-0700-F-009-C M, 6/7, 8/9 H6 H 2269 1029 19.18 487 34.47 876 7 RSP-0700-F-0711-C M6/7, 8/9, 10/11 H6 H6 2961 1343 2.70 63 40.76 103 76 RSP-070-F-010-C M1, 2, 3, 4, H1 1 1178 34 8.42 214 21.28 41 77 RSP-070-F-0206-C M2, 3, 4, /6 H1 2 1421 64 9.60 244 24.83 631 78 RSP-070-F-0307-C M3, 4,, 6/7 H3 H1 172 782 12.33 313 27.92 709 79 RSP-070-F-009-C M, 6/7, 8/9 H6 H4 2362 1071 17.9 46 34.47 876 80 RSP-070-F-0711-C M6/7, 8/9,10/11 H6 H6 3098 140 24.47 621 40.76 103 81 RSP-0800-F-0206-C M2, 3, 4, /6 1 2 1462 663 8.38 213 24.83 631 82 RSP-0800-F-0307-C M3, 4,, 6/7 H2 H1 1782 808 11.12 282 27.92 709 83 RSP-0800-F-009-C M, 6/7, 8/9 H6 H4 2448 1110 16.71 424 34.47 876 84 RSP-0800-F-0711-C M6/7, 8/9, 10/11 H6 H6 3229 1464 23.23 90 40.76 103 8 RSP-080-F-0106-C M1, 2, 3, 4, /6 1 3 132 69 9.07 230 24.83 631 86 RSP-080-F-0207-C M2, 3, 4,, 6/7 H2 1 1861 844 10.83 27 27.92 709 87 RSP-080-F-0409-C M4,, 6/7, 8/9 H6 H3 291 117 16.37 416 34.47 876 88 RSP-080-F-0711-C M6/7, 8/9, 10/11 H6 H6 332 120 22.00 9 40.76 103 [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

7.2 90 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 H1 1 1908 86 9.61 244 27.92 709 90 RSP-0900-F-0409-C M4,, 6/7, 8/9 H H3 2669 1211 1.16 38 34.47 876 91 RSP-0900-F-0711-C M6/7, 8/9, 10/11 H6 H6 3469 173 20.77 28 40.76 103 92 RSP-090-F-0207-C M2, 3, 4,, 6/7 H1 2 1949 884 8.40 213 27.92 709 93 RSP-090-F-0409-C M4,, 6/7, 8/9 H4 H2 2741 1243 13.9 34 34.47 876 94 RSP-090-F-0711-C M6/7, 8/9, 10/11 H6 H6 378 1623 19.4 496 40.76 103 9 RSP-1000-F-0309-C M3, 4,, 6/7, 8/9 H4 H2 282 1293 13.68 348 34.47 876 96 RSP-1000-F-011-C M, 6/7, 8/9, 10/11 H6 H 3760 1706 19.29 490 40.76 103 97 RSP-100-F-0309-C M3, 4,, 6/7, 8/9 H3 H1 2916 1323 12.47 317 34.47 876 98 RSP-100-F-011-C M, 6/7, 8/9, 10/11 H6 H 383 1748 18.0 49 40.76 103 99 RSP-1100-F-0309-C M3, 4,, 6/7, 8/9 H3 H1 2974 1349 11.2 286 34.47 876 100 RSP-1100-F-011-C M, 6/7, 8/9, 10/11 H6 H4 3940 1787 16.82 427 40.76 103 101 RSP-110-F-0209-C M2, 3, 4,, 6/7, 8/9 H2 1 303 138 10.96 278 34.47 876 102 RSP-110-F-0411-C M4,, 6/7, 8/9, 10/11 H6 H4 4084 182 16.47 418 40.76 103 103 RSP-1200-F-0209-C M2, 3, 4,, 6/7, 8/9 H2 1 3100 1406 9.7 248 34.47 876 104 RSP-1200-F-0411-C M4,, 6/7, 8/9, 10/11 H H3 4162 1888 1.26 388 40.76 103 [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. 97.2 Overview Guide

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] 12 13 14 1 16 17 18 19 20 21 22 23 24 2 26 27 28 29 30 31 32 33 34 3 10

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] 36 39 43 47 2 7 62 67 71 76 81 8 89 92 9 97 99 101 103 8.2 Data Sheets 11

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 4 31.11 ft. 322 lbs. 8.08 in. 12.6 in. 0.14 in./ft. 11.20 in..61 ft. 0.2 lbs./in. 440 lbs. 9.48 m 146 kg 20 mm 319 mm 12 mm/m 284 mm 1.71 m 8.8 N/mm 19.79 kn 126 1 2 1.14 ft. 17.67 ft. 4.62 m.38 m 12 lbs. 170 lbs. 69 kg 77 kg 8.08 in. 8.27 in. 20 mm 210 mm 9.77 in. 12.6 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

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 4 46.24 ft. 47 lbs. 8.08 in. 1.31 in. 0.16 in./ft. 13.70 in. 6.62 ft. 23 lbs./in. 477 lbs. 14.09 m 248 kg 20 mm 389 mm 13 mm/m 348 mm 2.02 m 4.0 N/mm 21.240 kn 78 1 1.14 ft. 17.67 ft. 17.39 ft. 4.62 m.38 m.30 m 12 lbs. 170 lbs. 22 lbs. 69 kg 77 kg 102 kg 8.08 in. 8.27 in. 11.09 in. 20 mm 210 mm 282 mm 9.77 in. 12.6 in. 1.31 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

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 4 62.39 ft. 847 lbs. 8.08 in. 18.27 in. 0.16 in./ft. 16.28 in. 8.24 ft. 12.7 lbs./in. 332 lbs. 19.02 m 384 kg 20 mm 464 mm 14 mm/m 413 mm 2.1 m 2.2 N/mm 14.790 kn 3 1 4 1.14 ft. 17.67 ft. 17.39 ft. 18.94 ft. 4.62 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. 8.27 in. 11.09 in. 13.69 in. 20 mm 210 mm 282 mm 348 mm 9.77 in. 12.6 in. 1.31 in. 18.27 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

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 4 78.03 ft. 1206 lbs. 8.08 in. 21.28 in. 0.17 in./ft. 18.86 in. 9.80 ft. 9.4 lbs./in. 360 lbs. 23.78 m 47 kg 20 mm 41 mm 14 mm/m 479 mm 2.99 m 1.6 N/mm 16.236 kn 37 1 4 1.14 ft. 17.67 ft. 17.39 ft. 18.94 ft. 18.99 ft. 4.62 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. 8.27 in. 11.09 in. 13.69 in. 16.9 in. 20 mm 210 mm 282 mm 348 mm 421 mm 9.77 in. 12.6 in. 1.31 in. 18.27 in. 21.28 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

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 4 93.91 ft. 1618 lbs. 8.08 in. 24.83 in. 0.18 in./ft. 22.14 in. 11.39 ft. 7.1 lbs./in. 27 lbs. 28.62 m 734 kg 20 mm 631 mm 1 mm/m 62 mm 3.47 m 1.2 N/mm 11.44 kn 1 1 4 1.14 ft. 17.67 ft. 17.39 ft. 18.94 ft. 34.88 ft. 4.62 m.38 m.30 m.77 m 10.63 m 12 lbs. 170 lbs. 22 lbs. 300 lbs. 772 lbs. 69 kg 77 kg 102 kg 136 kg 30 kg 8.08 in. 8.27 in. 11.09 in. 13.69 in. 16.9 in. 20 mm 210 mm 282 mm 348 mm 421 mm 9.77 in. 12.6 in. 1.31 in. 18.27 in. 24.83 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

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 4 32.79 ft. 39 lbs. 8.27 in. 1.31 in. 0.21 in./ft. 13.91 in..78 ft. 83.2 lbs./in. 727 lbs. 9.99 m 179 kg 210 mm 389 mm 18 mm/m 33 mm 1.76 m 14.6 N/mm 32.361 kn 78 17.67 ft. 17.39 ft..38 m.30 m 170 lbs. 22 lbs. 77 kg 102 kg 8.27 in. 11.09 in. 210 mm 282 mm 12.6 in. 1.31 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

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 4 48.94 ft. 694 lbs. 8.27 in. 18.27 in. 0.20 in./ft. 16.60 in. 6.89 ft. 31. lbs./in. 47 lbs. 14.92 m 31 kg 210 mm 464 mm 17 mm/m 422 mm 2.10 m. N/mm 20.31 kn 60 4 17.67 ft. 17.39 ft. 18.94 ft..38 m.30 m.77 m 170 lbs. 22 lbs. 300 lbs. 77 kg 102 kg 136 kg 8.27 in. 11.09 in. 13.69 in. 210 mm 282 mm 348 mm 12.6 in. 1.31 in. 18.27 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

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 4 64.8 ft. 104 lbs. 8.27 in. 21.28 in. 0.20 in./ft. 19.19 in. 8.46 ft. 18.8 lbs./in. 470 lbs. 19.68 m 478 kg 210 mm 41 mm 17 mm/m 488 mm 2.8 m 3.3 N/mm 21.129 kn 40 4 17.67 ft. 17.39 ft. 18.94 ft. 18.99 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. 11.09 in. 13.69 in. 16.9 in. 210 mm 282 mm 348 mm 421 mm 12.6 in. 1.31 in. 18.27 in. 21.28 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

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 4 80.46 ft. 1466 lbs. 8.27 in. 24.83 in. 0.21 in./ft. 22.46 in. 10.0 ft. 13.7 lbs./in. 322 lbs. 24.2 m 66 kg 210 mm 631 mm 17 mm/m 70 mm 3.06 m 2.4 N/mm 14.346 kn 1 4 /6 17.67 ft. 17.39 ft. 18.94 ft. 34.88 ft..38 m.30 m.77 m 10.63 m 170 lbs. 22 lbs. 300 lbs. 772 lbs. 77 kg 102 kg 136 kg 30 kg 8.27 in. 11.09 in. 13.69 in. 16.9 in. 210 mm 282 mm 348 mm 421 mm 12.6 in. 1.31 in. 18.27 in. 24.83 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

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 4 9.3 ft. 193 lbs. 8.27 in. 27.92 in. 0.21 in./ft. 2.07 in. 11. ft. 10.3 lbs./in. 37 lbs. 29.12 m 886 kg 210 mm 709 mm 17 mm/m 637 mm 3.2 m 1.8 N/mm 1.902 kn 12 4 17.67 ft. 17.39 ft. 18.94 ft. 18.99 ft. 34.88 ft..38 m.30 m.77 m.79 m 10.63 m 170 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs. 77 kg 102 kg 136 kg 163 kg 408 kg 8.27 in. 11.09 in. 13.69 in. 16.9 in. 19.33 in. 210 mm 282 mm 348 mm 421 mm 491 mm 12.6 in. 1.31 in. 18.27 in. 21.28 in. 27.92 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

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 4 33.4 ft. 2 lbs. 11.09 in. 18.27 in. 0.21 in./ft. 16.8 in..8 ft. 132.1 lbs./in. 732 lbs. 10.22 m 238 kg 282 mm 464 mm 18 mm/m 428 mm 1.78 m 23.1 N/mm 32.83 kn 60 3 4 17.39 ft. 18.94 ft..30 m.77 m 22 lbs. 300 lbs. 102 kg 136 kg 11.09 in. 13.69 in. 282 mm 348 mm 1.31 in. 18.27 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

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 4 49.17 ft. 884 lbs. 11.09 in. 21.28 in. 0.21 in./ft. 19.7 in. 6.92 ft. 0.7 lbs./in. 6700 lbs. 14.99 m 401 kg 282 mm 41 mm 17 mm/m 497 mm 2.11 m 8.9 N/mm 29.803 kn 40 3 4 17.39 ft. 18.94 ft. 18.99 ft..30 m.77 m.79 m 22 lbs. 300 lbs. 39 lbs. 102 kg 136 kg 163 kg 11.09 in. 13.69 in. 16.9 in. 282 mm 348 mm 421 mm 1.31 in. 18.27 in. 21.28 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

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 4 6.06 ft. 1296 lbs. 11.09 in. 24.83 in. 0.21 in./ft. 22.82 in. 8.1 ft. 33.4 lbs./in. 4600 lbs. 19.83 m 88 kg 282 mm 631 mm 18 mm/m 80 mm 2.9 m.8 N/mm 20.462 kn 1 3 4 /6 17.39 ft. 18.94 ft. 34.88 ft..30 m.77 m 10.63 m 22 lbs. 300 lbs. 772 lbs. 102 kg 136 kg 30 kg 11.09 in. 13.69 in. 16.9 in. 282 mm 348 mm 421 mm 1.31 in. 18.27 in. 24.83 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

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 4 80.13 ft. 1784 lbs. 11.09 in. 27.92 in. 0.21 in./ft. 2.4 in. 10.01 ft. 21.3 lbs./in. 461 lbs. 24.42 m 809 kg 282 mm 709 mm 18 mm/m 646 mm 3.0 m 3.7 N/mm 20.29 kn 12 3 4 6/7 17.39 ft. 18.94 ft. 18.99 ft. 34.88 ft..30 m.77 m.79 m 10.63 m 22 lbs. 300 lbs. 39 lbs. 900 lbs. 102 kg 136 kg 163 kg 408 kg 11.09 in. 13.69 in. 16.9 in. 19.33 in. 282 mm 348 mm 421 mm 491 mm 1.31 in. 18.27 in. 21.28 in. 27.92 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

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 4 110.68 ft. 2981 lbs. 11.09 in. 34.47 in. 0.21 in./ft. 31.31 in. 13.07 ft. 14.1 lbs./in. 4810 lbs. 33.73 m 132 kg 282 mm 876 mm 18 mm/m 79 mm 3.98 m 2. N/mm 21.396 kn 7 3 4 6/7 17.39 ft. 18.94 ft. 18.99 ft. 34.88 ft. 3.74 ft..30 m.77 m.79 m 10.63 m 10.90 m 22 lbs. 300 lbs. 39 lbs. 900 lbs. 1197 lbs. 102 kg 136 kg 163 kg 408 kg 43 kg 11.09 in. 13.69 in. 16.9 in. 19.33 in. 2.82 in. 282 mm 348 mm 421 mm 491 mm 66 mm 1.31 in. 18.27 in. 21.28 in. 27.92 in. 34.47 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

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 4 0.46 ft. 1071 lbs. 13.69 in. 24.83 in. 0.22 in./ft. 23.17 in. 7.0 ft. 92.8 lbs./in. 630 lbs. 1.38 m 486 kg 348 mm 631 mm 18 mm/m 88 mm 2.1 m 16.3 N/mm 28.246 kn 1 4 /6 18.94 ft. 34.88 ft..77 m 10.63 m 300 lbs. 772 lbs. 136 kg 30 kg 13.69 in. 16.9 in. 348 mm 421 mm 18.27 in. 24.83 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

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 4 6.3 ft. 19 lbs. 13.69 in. 27.92 in. 0.22 in./ft. 2.81 in. 8. ft. 48. lbs./in. 6300 lbs. 19.97 m 707 kg 348 mm 709 mm 18 mm/m 66 mm 2.61 m 8. N/mm 28.024 kn 12 4 6/7 18.94 ft. 18.99 ft. 34.88 ft..77 m.79 m 10.63 m 300 lbs. 39 lbs. 900 lbs. 136 kg 163 kg 408 kg 13.69 in. 16.9 in. 19.33 in. 348 mm 421 mm 491 mm 18.27 in. 21.28 in. 27.92 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

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 4 96.08 ft. 276 lbs. 13.69 in. 34.47 in. 0.22 in./ft. 31.66 in. 11.61 ft. 26 lbs./in. 6000 lbs. 29.28 m 120 kg 348 mm 876 mm 18 mm/m 804 mm 3.4 m 4.6 N/mm 26.689 kn 7 4 6/7 8/9 18.94 ft. 18.99 ft. 34.88 ft. 3.74 ft..77 m.79 m 10.63 m 10.90 m 300 lbs. 39 lbs. 900 lbs. 1197 lbs. 136 kg 163 kg 408 kg 43 kg 13.69 in. 16.9 in. 19.33 in. 2.82 in. 348 mm 421 mm 491 mm 66 mm 18.27 in. 21.28 in. 27.92 in. 34.47 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

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 4 126.1 ft. 426 lbs. 13.69 in. 40.76 in. 0.21 in./ft. 37.27 in. 14.6 ft. 16.2 lbs./in. 6210 lbs. 38.6 m 1930 kg 348 mm 103 mm 18 mm/m 947 mm 4.47 m 2.8 N/mm 27.623 kn 4 4 6/7 8/9 18.94 ft. 18.99 ft. 34.88 ft. 3.74 ft. 36.88 ft..77 m.79 m 10.63 m 10.90 m 11.24 m 300 lbs. 39 lbs. 900 lbs. 1197 lbs. 1499 lbs. 136 kg 163 kg 408 kg 43 kg 680 kg 13.69 in. 16.9 in. 19.33 in. 2.82 in. 31.96 in. 348 mm 421 mm 491 mm 66 mm 812 mm 18.27 in. 21.28 in. 27.92 in. 34.47 in. 40.76 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

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 4 49.94 ft. 129 lbs. 16.9 in. 27.92 in. 0.23 in./ft. 26.20 in. 6.99 ft. 142.8 lbs./in. 867 lbs. 1.22 m 71 kg 421 mm 709 mm 19 mm/m 66 mm 2.13 m 2.0 N/mm 38.88 kn 12 6/7 18.99 ft. 34.88 ft..79 m 10.63 m 39 lbs. 900 lbs. 163 kg 408 kg 16.9 in. 19.33 in. 421 mm 491 mm 21.28 in. 27.92 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

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 4 80.49 ft. 246 lbs. 16.9 in. 34.47 in. 0.22 in./ft. 32.04 in. 10.0 ft. 4.8 lbs./in. 7770 lbs. 24.3 m 1114 kg 421 mm 876 mm 19 mm/m 814 mm 3.06 m 9.6 N/mm 34.63 kn 7 6/7 8/9 18.99 ft. 34.88 ft. 3.74 ft..79 m 10.63 m 10.90 m 39 lbs. 900 lbs. 1197 lbs. 163 kg 408 kg 43 kg 16.9 in. 19.33 in. 2.82 in. 421 mm 491 mm 66 mm 21.28 in. 27.92 in. 34.47 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

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 4 110.93 ft. 396 lbs. 16.9 in. 40.76 in. 0.22 in./ft. 37.64 in. 13.09 ft. 27.8 lbs./in. 7860 lbs. 33.81 m 1794 kg 421 mm 103 mm 18 mm/m 96 mm 3.99 m 4.9 N/mm 34.963 kn 4 6/7 8/9 10/11 18.99 ft. 34.88 ft. 3.74 ft. 36.88 ft..79 m 10.63 m 10.90 m 11.24 m 39 lbs. 900 lbs. 1197 lbs. 1499 lbs. 163 kg 408 kg 43 kg 680 kg 16.9 in. 19.33 in. 2.82 in. 31.96 in. 421 mm 491 mm 66 mm 812 mm 21.28 in. 27.92 in. 34.47 in. 40.76 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

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 4 6.42 ft. 2097 lbs. 19.33 in. 34.47 in. 0.23 in./ft. 32.41 in. 8.4 ft. 123.9 lbs./in. 9900 lbs. 19.94 m 91 kg 491 mm 876 mm 19 mm/m 823 mm 2.60 m 21.7 N/mm 44.037 kn 7 6/7 8/9 34.88 ft. 3.74 ft. 10.63 m 10.90 m 900 lbs. 1197 lbs. 408 kg 43 kg 19.33 in. 2.82 in. 491 mm 66 mm 27.92 in. 34.47 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

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. 19.33 in. 40.76 in. 0.22 in./ft. 38.00 in. 11.9 ft. 48. lbs./in. 962 lbs. 29.22 m 1631 kg 491 mm 103 mm 19 mm/m 96 mm 3.3 m 8. N/mm 42.814 kn 4 6/7 8/9 10/11 34.88 ft. 3.74 ft. 36.88 ft. 10.63 m 10.90 m 11.24 m 900 lbs. 1197 lbs. 1499 lbs. 408 kg 43 kg 680 kg 19.33 in. 2.82 in. 31.96 in. 491 mm 66 mm 812 mm 27.92 in. 34.47 in. 40.76 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

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 4 30.00 ft. 312 lbs. 8.21 in. 12.6 in. 0.1 in./ft. 11.22 in..0 ft. 7.1 lbs./in. 460 lbs. 9.14 m 141 kg 208 mm 319 mm 12 mm/m 28 mm 1.68 m 10.0 N/mm 20.684 kn 126 1 2 14.03 ft. 17.67 ft. 4.28 m.38 m 142 lbs. 170 lbs. 64 kg 77 kg 8.21 in. 8.27 in. 208 mm 210 mm 9.77 in. 12.6 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

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 4 30.00 ft. 373 lbs. 8.9 in. 1.31 in. 0.21 in./ft. 13.98 in..0 ft. 117.3 lbs./in. 807 lbs. 9.1 m 169 kg 227 mm 389 mm 18 mm/m 3 mm 1.68 m 20. N/mm 3.919 kn 78 14.88 ft. 17.39 ft. 4.4 m.30 m 148 lbs. 22 lbs. 67 kg 102 kg 8.9 in. 11.09 in. 227 mm 282 mm 12.6 in. 1.31 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

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 4 30.00 ft. 48 lbs. 11.9 in. 18.27 in. 0.21 in./ft. 16.94 in..0 ft. 199.8 lbs./in. 842 lbs. 9.14 m 220 kg 303 mm 464 mm 18 mm/m 430 mm 1.68 m 3.0 N/mm 37.476 kn 60 3 4 13.8 ft. 18.94 ft. 4.22 m.77 m 18 lbs. 300 lbs. 84 kg 136 kg 11.9 in. 13.69 in. 303 mm 348 mm 1.31 in. 18.27 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

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 4 3.00 ft. 37 lbs. 7.69 in. 12.6 in. 0.14 in./ft. 11.10 in. 6.00 ft. 33.2 lbs./in. 3700 lbs. 10.67 m 170 kg 19 mm 319 mm 12 mm/m 282 mm 1.83 m.8 N/mm 16.48 kn 117 1L 2 19.03 ft. 17.67 ft..80 m.38 m 20 lbs. 170 lbs. 93 kg 77 kg 7.69 in. 8.27 in. 19 mm 210 mm 9.77 in. 12.6 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

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 4 3.00 ft. 437 lbs. 9.33 in. 1.31 in. 0.17 in./ft. 13.86 in. 6.00 ft. 64.8 lbs./in. 670 lbs. 10.67 m 198 kg 237 mm 389 mm 14 mm/m 32 mm 1.83 m 11.3 N/mm 30.02 kn 78 1 3.90 ft. 17.67 ft. 17.39 ft. 1.19 m.38 m.30 m 42 lbs. 170 lbs. 22 lbs. 19 kg 77 kg 102 kg 9.33 in. 8.27 in. 11.09 in. 237 mm 210 mm 282 mm 9.77 in. 12.6 in. 1.31 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

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 4 3.00 ft. 66 lbs. 11.66 in. 18.27 in. 0.19 in./ft. 16.82 in. 6.00 ft. 112.7 lbs./in. 690 lbs. 10.67 m 27 kg 296 mm 464 mm 16 mm/m 427 mm 1.83 m 19.7 N/mm 30.91 kn 60 4 3.72 ft. 17.39 ft. 18.94 ft. 1.13 m.30 m.77 m 42 lbs. 22 lbs. 300 lbs. 19 kg 102 kg 136 kg 11.66 in. 11.09 in. 13.69 in. 296 mm 282 mm 348 mm 12.6 in. 1.31 in. 18.27 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

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 4 3.00 ft. 706 lbs. 14.3 in. 21.28 in. 0.19 in./ft. 19.80 in. 6.00 ft. 180.2 lbs./in. 10000 lbs. 10.67 m 320 kg 369 mm 41 mm 16 mm/m 03 mm 1.83 m 31.6 N/mm 44.482 kn 40 3 4 3.21 ft. 18.94 ft. 18.99 ft. 0.98 m.77 m.79 m 47 lbs. 300 lbs. 39 lbs. 21 kg 136 kg 163 kg 14.3 in. 13.69 in. 16.9 in. 369 mm 348 mm 421 mm 1.31 in. 18.27 in. 21.28 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

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 4 40.00 ft. 488 lbs. 8.78 in. 1.31 in. 0.16 in./ft. 13.86 in. 6.00 ft. 38. lbs./in. 800 lbs. 12.19 m 221 kg 223 mm 389 mm 14 mm/m 32 mm 1.83 m 6.7 N/mm 2.800 kn 78 1 8.90 ft. 17.67 ft. 17.39 ft. 2.71 m.38 m.30 m 93 lbs. 170 lbs. 22 lbs. 42 kg 77 kg 102 kg 8.78 in. 8.27 in. 11.09 in. 223 mm 210 mm 282 mm 9.77 in. 12.6 in. 1.31 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

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 4 40.00 ft. 617 lbs. 10.44 in. 18.27 in. 0.20 in./ft. 16.82 in. 6.00 ft. 66. lbs./in. 900 lbs. 12.19 m 280 kg 26 mm 464 mm 16 mm/m 427 mm 1.83 m 11.6 N/mm 26.24 kn 60 4 8.72 ft. 17.39 ft. 18.94 ft. 2.66 m.30 m.77 m 93 lbs. 22 lbs. 300 lbs. 42 kg 102 kg 136 kg 10.44 in. 11.09 in. 13.69 in. 26 mm 282 mm 348 mm 12.6 in. 1.31 in. 18.27 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

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 4 40.00 ft. 77 lbs. 13.32 in. 21.28 in. 0.20 in./ft. 19.80 in. 6.00 ft. 106.6 lbs./in. 810 lbs. 12.19 m 31 kg 338 mm 41 mm 17 mm/m 03 mm 1.83 m 18.7 N/mm 37.84 kn 40 3 4 8.21 ft. 18.94 ft. 18.99 ft. 2.0 m.77 m.79 m 11 lbs. 300 lbs. 39 lbs. 2 kg 136 kg 163 kg 13.32 in. 13.69 in. 16.9 in. 338 mm 348 mm 421 mm 1.31 in. 18.27 in. 21.28 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

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 4 40.00 ft. 917 lbs. 16.22 in. 24.83 in. 0.22 in./ft. 23.42 in. 6.00 ft. 228.6 lbs./in. 830 lbs. 12.19 m 416 kg 412 mm 631 mm 18 mm/m 9 mm 1.83 m 40.0 N/mm 37.143 kn 1 4 /6 8.48 ft. 34.88 ft. 2.8 m 10.63 m 14 lbs. 772 lbs. 66 kg 30 kg 16.22 in. 16.9 in. 412 mm 421 mm 18.27 in. 24.83 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

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 4 4.00 ft. 3 lbs. 8.22 in. 1.31 in. 0.16 in./ft. 13.73 in. 6.0 ft. 2.3 lbs./in. 490 lbs. 13.72 m 243 kg 209 mm 389 mm 13 mm/m 349 mm 1.98 m 4.4 N/mm 22.019 kn 78 1 13.90 ft. 17.67 ft. 17.39 ft. 4.24 m.38 m.30 m 141 lbs. 170 lbs. 22 lbs. 64 kg 77 kg 102 kg 8.22 in. 8.27 in. 11.09 in. 209 mm 210 mm 282 mm 9.77 in. 12.6 in. 1.31 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

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 4 4.00 ft. 663 lbs. 9.23 in. 18.27 in. 0.20 in./ft. 16.70 in. 6.0 ft. 43.1 lbs./in. 10 lbs. 13.71 m 301 kg 234 mm 464 mm 17 mm/m 424 mm 1.98 m 7. N/mm 22.908 kn 60 4 13.72 ft. 17.39 ft. 18.94 ft. 4.18 m.30 m.77 m 138 lbs. 22 lbs. 300 lbs. 63 kg 102 kg 136 kg 9.23 in. 11.09 in. 13.69 in. 234 mm 282 mm 348 mm 12.6 in. 1.31 in. 18.27 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

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 4 4.00 ft. 837 lbs. 12.10 in. 21.28 in. 0.20 in./ft. 19.68 in. 6.0 ft. 69.7 lbs./in. 741 lbs. 13.71 m 380 kg 307 mm 41 mm 17 mm/m 00 mm 1.98 m 12.2 N/mm 32.984 kn 40 3 4 13.21 ft. 18.94 ft. 18.99 ft. 4.03 m.77 m.79 m 178 lbs. 300 lbs. 39 lbs. 81 kg 136 kg 163 kg 12.10 in. 13.69 in. 16.9 in. 307 mm 348 mm 421 mm 1.31 in. 18.27 in. 21.28 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

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 4 4.00 ft. 994 lbs. 1.01 in. 24.83 in. 0.22 in./ft. 23.30 in. 6.0 ft. 14.4 lbs./in. 720 lbs. 13.72 m 41 kg 381 mm 631 mm 18 mm/m 92 mm 1.98 m 2. N/mm 32.20 kn 1 4 /6 13.48 ft. 34.88 ft. 4.11 m 10.63 m 222 lbs. 772 lbs. 101 kg 30 kg 1.01 in. 16.9 in. 381 mm 421 mm 18.27 in. 24.83 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

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 4 4.00 ft. 1174 lbs. 17.81 in. 27.92 in. 0.22 in./ft. 26.32 in. 6.0 ft. 214.2 lbs./in. 9800 lbs. 13.72 m 33 kg 42 mm 709 mm 19 mm/m 668 mm 1.98 m 37. N/mm 43.93 kn 12 6/7 14.0 ft. 34.88 ft. 4.28 m 10.63 m 27 lbs. 900 lbs. 12 kg 408 kg 17.81 in. 19.33 in. 42 mm 491 mm 21.28 in. 27.92 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

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 4 0.00 ft. 99 lbs. 7.71 in. 1.31 in. 0.1 in./ft. 13.61 in. 7.00 ft. 17.6 lbs./in. 432 lbs. 1.24 m 272 kg 196 mm 389 mm 13 mm/m 346 mm 2.13 m 3.1 N/mm 19.239 kn 73 1L 18.90 ft. 17.67 ft. 17.39 ft..76 m.38 m.30 m 204 lbs. 170 lbs. 22 lbs. 93 kg 77 kg 102 kg 7.71 in. 8.27 in. 11.09 in. 196 mm 210 mm 282 mm 9.77 in. 12.6 in. 1.31 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

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 4 0.00 ft. 724 lbs. 9.46 in. 18.27 in. 0.18 in./ft. 16.8 in. 7.00 ft. 29 lbs./in. 442 lbs. 1.24 m 329 kg 240 mm 464 mm 1 mm/m 421 mm 2.13 m.1 N/mm 19.683 kn 60 1 4 2.7 ft. 17.67 ft. 17.39 ft. 18.94 ft. 0.84 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. 8.27 in. 11.09 in. 13.69 in. 240 mm 210 mm 282 mm 348 mm 9.77 in. 12.6 in. 1.31 in. 18.27 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

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 4 0.00 ft. 919 lbs. 11.81 in. 21.28 in. 0.19 in./ft. 19. in. 7.00 ft. 47.7 lbs./in. 670 lbs. 1.24 m 417 kg 300 mm 41 mm 16 mm/m 497 mm 2.13 m 8.4 N/mm 29.22 kn 40 4 3.09 ft. 17.39 ft. 18.94 ft. 18.99 ft. 0.94 m.30 m.77 m.79 m 3 lbs. 22 lbs. 300 lbs. 39 lbs. 16 kg 102 kg 136 kg 163 kg 11.81 in. 11.09 in. 13.69 in. 16.9 in. 300 mm 282 mm 348 mm 421 mm 12.6 in. 1.31 in. 18.27 in. 21.28 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

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 4 0.00 ft. 106 lbs. 13.80 in. 24.83 in. 0.22 in./ft. 23.18 in. 7.00 ft. 96.3 lbs./in. 6400 lbs. 1.24 m 483 kg 31 mm 631 mm 18 mm/m 89 mm 2.13 m 16.9 N/mm 28.469 kn 1 4 /6 18.48 ft. 34.88 ft..63 m 10.63 m 294 lbs. 772 lbs. 133 kg 30 kg 13.80 in. 16.9 in. 31 mm 421 mm 18.27 in. 24.83 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

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 4 49.94 ft. 129 lbs. 16.9 in. 27.92 in. 0.23 in./ft. 26.20 in. 6.99 ft. 142.9 lbs./in. 867 lbs. 1.22 m 71 kg 421 mm 709 mm 19 mm/m 66 mm 2.13 m 2.0 N/mm 38.88 kn 12 6/7 18.99 ft. 34.88 ft..79 m 10.63 m 39 lbs. 900 lbs. 163 kg 408 kg 16.9 in. 19.33 in. 421 mm 491 mm 21.28 in. 27.92 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

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. 8.91 in. 18.27 in. 0.17 in./ft. 16.4 in. 7.0 ft. 20.2 lbs./in. 387 lbs. 16.76 m 32 kg 226 mm 464 mm 14 mm/m 418 mm 2.29 m 3. N/mm 17.237 kn 6 1 4 7.7 ft. 17.67 ft. 17.39 ft. 18.94 ft. 2.36 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. 8.27 in. 11.09 in. 13.69 in. 226 mm 210 mm 282 mm 348 mm 9.77 in. 12.6 in. 1.31 in. 18.27 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

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. 10.60 in. 21.28 in. 0.19 in./ft. 19.43 in. 7.0 ft. 33.8 lbs./in. 800 lbs. 16.76 m 440 kg 269 mm 41 mm 16 mm/m 494 mm 2.29 m.9 N/mm 2.800 kn 40 4 8.09 ft. 17.39 ft. 18.94 ft. 18.99 ft. 2.47 m.30 m.77 m.79 m 87 lbs. 22 lbs. 300 lbs. 39 lbs. 39 kg 102 kg 136 kg 163 kg 10.60 in. 11.09 in. 13.69 in. 16.9 in. 269 mm 282 mm 348 mm 421 mm 12.6 in. 1.31 in. 18.27 in. 21.28 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

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. 13.3 in. 24.83 in. 0.21 in./ft. 23.06 in. 7.0 ft. 6.8 lbs./in. 72 lbs. 16.76 m 33 kg 344 mm 631 mm 17 mm/m 86 mm 2.29 m 11. N/mm 2.466 kn 1 3 4 /6 7.33 ft. 18.94 ft. 34.88 ft. 2.23 m.77 m 10.63 m 104 lbs. 300 lbs. 772 lbs. 47 kg 136 kg 30 kg 13.3 in. 13.69 in. 16.9 in. 344 mm 348 mm 421 mm 1.31 in. 18.27 in. 24.83 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

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. 1403 lbs. 16.23 in. 27.92 in. 0.21 in./ft. 26.07 in. 7.0 ft. 97.6 lbs./in. 772 lbs. 16.76 m 636 kg 412 mm 709 mm 18 mm/m 662 mm 2.29 m 17.1 N/mm 34.363 kn 12 4 6/7 8.41 ft. 18.99 ft. 34.88 ft. 2.6 m.79 m 10.63 m 144 lbs. 39 lbs. 900 lbs. 6 kg 163 kg 408 kg 16.23 in. 16.9 in. 19.33 in. 412 mm 421 mm 491 mm 18.27 in. 21.28 in. 27.92 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

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. 1863 lbs. 21.90 in. 34.47 in. 0.23 in./ft. 32.66 in. 7.0 ft. 237.2 lbs./in. 12100 lbs. 16.77 m 84 kg 6 mm 876 mm 19 mm/m 829 mm 2.29 m 41. N/mm 3.823 kn 7 6/7 8/9 24.46 ft. 3.74 ft. 7.4 m 10.90 m 666 lbs. 1197 lbs. 302 kg 43 kg 21.90 in. 2.82 in. 6 mm 66 mm 27.92 in. 34.47 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

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 4 60.00 ft. 82 lbs. 8.3 in. 18.27 in. 0.17 in./ft. 16.33 in. 8.00 ft. 14.6 lbs./in. 347 lbs. 18.29 m 374 kg 212 mm 464 mm 14 mm/m 41 mm 2.44 m 2.6 N/mm 1.48 kn 3 1 4 12.7 ft. 17.67 ft. 17.39 ft. 18.94 ft. 3.89 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. 8.27 in. 11.09 in. 13.69 in. 212 mm 210 mm 282 mm 348 mm 9.77 in. 12.6 in. 1.31 in. 18.27 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

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 4 60.00 ft. 1017 lbs. 9.38 in. 21.28 in. 0.20 in./ft. 19.31 in. 8.00 ft. 24.6 lbs./in. 17 lbs. 18.29 m 461 kg 238 mm 41 mm 17 mm/m 490 mm 2.44 m 4.3 N/mm 23.020 kn 40 4 13.09 ft. 17.39 ft. 18.94 ft. 18.99 ft. 3.99 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. 11.09 in. 13.69 in. 16.9 in. 238 mm 282 mm 348 mm 421 mm 12.6 in. 1.31 in. 18.27 in. 21.28 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

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 4 60.00 ft. 1238 lbs. 12.32 in. 24.83 in. 0.21 in./ft. 22.94 in. 8.00 ft. 46.4 lbs./in. 10 lbs. 18.29 m 62 kg 313 mm 631 mm 17 mm/m 83 mm 2.44 m 8.1 N/mm 22.908 kn 1 3 4 /6 12.33 ft. 18.94 ft. 34.88 ft. 3.76 m.77 m 10.63 m 167 lbs. 300 lbs. 772 lbs. 76 kg 136 kg 30 kg 12.32 in. 13.69 in. 16.9 in. 313 mm 348 mm 421 mm 1.31 in. 18.27 in. 24.83 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

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 4 60.00 ft. 1480 lbs. 1.03 in. 27.92 in. 0.21 in./ft. 2.9 in. 8.00 ft. 69 lbs./in. 6990 lbs. 18.29 m 671 kg 382 mm 709 mm 18 mm/m 69 mm 2.44 m 12.1 N/mm 31.093 kn 12 4 6/7 13.41 ft. 18.99 ft. 34.88 ft. 4.09 m.79 m 10.63 m 221 lbs. 39 lbs. 900 lbs. 100 kg 163 kg 408 kg 1.03 in. 16.9 in. 19.33 in. 382 mm 421 mm 491 mm 18.27 in. 21.28 in. 27.92 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

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 4 60.00 ft. 1979 lbs. 20.67 in. 34.47 in. 0.23 in./ft. 32.4 in. 8.00 ft. 171.7 lbs./in. 1090 lbs. 18.29 m 898 kg 2 mm 876 mm 19 mm/m 826 mm 2.44 m 30.1 N/mm 48.708 kn 7 6/7 8/9 29.4 ft. 3.74 ft. 8.98 m 10.90 m 782 lbs. 1197 lbs. 34 kg 43 kg 20.67 in. 2.82 in. 2 mm 66 mm 27.92 in. 34.47 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

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 4 6.00 ft. 1077 lbs. 9.3 in. 21.28 in. 0.18 in./ft. 19.18 in. 8.0 ft. 18.4 lbs./in. 4700 lbs. 19.81 m 488 kg 242 mm 41 mm 1 mm/m 487 mm 2.9 m 3.2 N/mm 20.907 kn 40 1 4 2.12 ft. 17.67 ft. 17.39 ft. 18.94 ft. 18.99 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. 8.27 in. 11.09 in. 13.69 in. 16.9 in. 242 mm 210 mm 282 mm 348 mm 421 mm 9.77 in. 12.6 in. 1.31 in. 18.27 in. 21.28 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

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 4 6.00 ft. 1296 lbs. 11.10 in. 24.83 in. 0.21 in./ft. 22.82 in. 8.0 ft. 33. lbs./in. 462 lbs. 19.81 m 88 kg 282 mm 631 mm 18 mm/m 80 mm 2.9 m.9 N/mm 20.73 kn 1 3 4 /6 17.33 ft. 18.94 ft. 34.88 ft..28 m.77 m 10.63 m 224 lbs. 300 lbs. 772 lbs. 102 kg 136 kg 30 kg 11.10 in. 13.69 in. 16.9 in. 282 mm 348 mm 421 mm 1.31 in. 18.27 in. 24.83 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

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 4 6.00 ft. 12 lbs. 13.82 in. 27.92 in. 0.22 in./ft. 2.82 in. 8.0 ft. 0.1 lbs./in. 630 lbs. 19.81 m 704 kg 31 mm 709 mm 18 mm/m 66 mm 2.9 m 8.8 N/mm 28.246 kn 12 4 6/7 18.41 ft. 18.99 ft. 34.88 ft..61 m.79 m 10.63 m 293 lbs. 39 lbs. 900 lbs. 133 kg 163 kg 408 kg 13.82 in. 16.9 in. 19.33 in. 31 mm 421 mm 491 mm 18.27 in. 21.28 in. 27.92 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

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 4 6.00 ft. 2088 lbs. 19.44 in. 34.47 in. 0.23 in./ft. 32.42 in. 8.0 ft. 127 lbs./in. 997 lbs. 19.81 m 947 kg 494 mm 876 mm 19 mm/m 823 mm 2.9 m 22.2 N/mm 44.371 kn 7 6/7 8/9 34.4 ft. 3.74 ft. 10.0 m 10.90 m 891 lbs. 1197 lbs. 404 kg 43 kg 19.44 in. 2.82 in. 494 mm 66 mm 27.92 in. 34.47 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

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 4 70.00 ft. 1129 lbs. 8.98 in. 21.28 in. 0.18 in./ft. 19.06 in. 9.00 ft. 14 lbs./in. 4300 lbs. 21.34 m 12 kg 228 mm 41 mm 1 mm/m 484 mm 2.74 m 2. N/mm 19.127 kn 39 1 4 7.12 ft. 17.67 ft. 17.39 ft. 18.94 ft. 18.99 ft. 2.17 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. 8.27 in. 11.09 in. 13.69 in. 16.9 in. 228 mm 210 mm 282 mm 348 mm 421 mm 9.77 in. 12.6 in. 1.31 in. 18.27 in. 21.28 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

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 4 70.00 ft. 1374 lbs. 10.81 in. 24.83 in. 0.20 in./ft. 22.71 in. 9.00 ft. 24.7 lbs./in. 407 lbs. 21.34 m 623 kg 27 mm 631 mm 17 mm/m 77 mm 2.74 m 4.3 N/mm 18.127 kn 1 4 /6 7.21 ft. 17.39 ft. 18.94 ft. 34.88 ft. 2.20 m.30 m.77 m 10.63 m 78 lbs. 22 lbs. 300 lbs. 772 lbs. 3 kg 102 kg 136 kg 30 kg 10.81 in. 11.09 in. 13.69 in. 16.9 in. 27 mm 282 mm 348 mm 421 mm 12.6 in. 1.31 in. 18.27 in. 24.83 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

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 4 70.00 ft. 1662 lbs. 13. in. 27.92 in. 0.21 in./ft. 2.70 in. 9.00 ft. 37 lbs./in. 74 lbs. 21.34 m 74 kg 344 mm 709 mm 17 mm/m 63 mm 2.74 m 6. N/mm 2. kn 12 3 4 6/7 7.26 ft. 18.94 ft. 18.99 ft. 34.88 ft. 2.21 m.77 m.79 m 10.63 m 103 lbs. 300 lbs. 39 lbs. 900 lbs. 47 kg 136 kg 163 kg 408 kg 13. in. 13.69 in. 16.9 in. 19.33 in. 344 mm 348 mm 421 mm 491 mm 1.31 in. 18.27 in. 21.28 in. 27.92 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

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 4 70.00 ft. 2269 lbs. 19.18 in. 34.47 in. 0.22 in./ft. 32.29 in. 9.00 ft. 9.4 lbs./in. 914 lbs. 21.34 m 1029 kg 487 mm 876 mm 18 mm/m 820 mm 2.74 m 16.7 N/mm 40.679 kn 7 6/7 8/9 8.0 ft. 34.88 ft. 3.74 ft. 2.9 m 10.63 m 10.90 m 172 lbs. 900 lbs. 1197 lbs. 78 kg 408 kg 43 kg 19.18 in. 19.33 in. 2.82 in. 487 mm 491 mm 66 mm 21.28 in. 27.92 in. 34.47 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

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 4 70.00 ft. 2961 lbs. 2.70 in. 40.76 in. 0.22 in./ft. 38.61 in. 9.00 ft. 146.3 lbs./in. 1382 lbs. 21.34 m 1343 kg 63 mm 103 mm 18 mm/m 981 mm 2.74 m 2.6 N/mm 61.497 kn 4 6/7 8/9 10/11 9.02 ft. 3.74 ft. 36.88 ft. 2.7 m 10.90 m 11.24 m 26 lbs. 1197 lbs. 1499 lbs. 120 kg 43 kg 680 kg 2.70 in. 2.82 in. 31.96 in. 63 mm 66 mm 812 mm 27.92 in. 34.47 in. 40.76 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

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 4 7.00 ft. 1178 lbs. 8.42 in. 21.28 in. 0.17 in./ft. 18.94 in. 9.0 ft. 10.9 lbs./in. 380 lbs. 22.86 m 34 kg 214 mm 41 mm 14 mm/m 481 mm 2.90 m 1.9 N/mm 17.126 kn 37 1 4 12.12 ft. 17.67 ft. 17.39 ft. 18.94 ft. 18.99 ft. 3.69 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. 8.27 in. 11.09 in. 13.69 in. 16.9 in. 214 mm 210 mm 282 mm 348 mm 421 mm 9.77 in. 12.6 in. 1.31 in. 18.27 in. 21.28 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

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 4 7.00 ft. 1421 lbs. 9.60 in. 24.83 in. 0.20 in./ft. 22.9 in. 9.0 ft. 18. lbs./in. 3600 lbs. 22.86 m 64 kg 244 mm 631 mm 17 mm/m 74 mm 2.90 m 3.2 N/mm 16.014 kn 1 4 /6 12.21 ft. 17.39 ft. 18.94 ft. 34.88 ft. 3.72 m.30 m.77 m 10.63 m 12 lbs. 22 lbs. 300 lbs. 772 lbs. 7 kg 102 kg 136 kg 30 kg 9.60 in. 11.09 in. 13.69 in. 16.9 in. 244 mm 282 mm 348 mm 421 mm 12.6 in. 1.31 in. 18.27 in. 24.83 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

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 4 7.00 ft. 172 lbs. 12.33 in. 27.92 in. 0.21 in./ft. 2.8 in. 9.0 ft. 28 lbs./in. 10 lbs. 22.86 m 782 kg 313 mm 709 mm 17 mm/m 60 mm 2.90 m 4.9 N/mm 22.908 kn 12 3 4 6/7 12.26 ft. 18.94 ft. 18.99 ft. 34.88 ft. 3.74 m.77 m.79 m 10.63 m 166 lbs. 300 lbs. 39 lbs. 900 lbs. 7 kg 136 kg 163 kg 408 kg 12.33 in. 13.69 in. 16.9 in. 19.33 in. 313 mm 348 mm 421 mm 491 mm 1.31 in. 18.27 in. 21.28 in. 27.92 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

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 4 7.00 ft. 2362 lbs. 17.9 in. 34.47 in. 0.22 in./ft. 32.17 in. 9.0 ft. 72.8 lbs./in. 844 lbs. 22.86 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 8/9 13.0 ft. 34.88 ft. 3.74 ft. 4.11 m 10.63 m 10.90 m 26 lbs. 900 lbs. 1197 lbs. 120 kg 408 kg 43 kg 17.9 in. 19.33 in. 2.82 in. 46 mm 491 mm 66 mm 21.28 in. 27.92 in. 34.47 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

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 4 7.00 ft. 3098 lbs. 24.47 in. 40.76 in. 0.22 in./ft. 38.49 in. 9.0 ft. 11.4 lbs./in. 1270 lbs. 22.86 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 10/11 14.02 ft. 3.74 ft. 36.88 ft. 4.27 m 10.90 m 11.24 m 402 lbs. 1197 lbs. 1499 lbs. 182 kg 43 kg 680 kg 24.47 in. 2.82 in. 31.96 in. 621 mm 66 mm 812 mm 27.92 in. 34.47 in. 40.76 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

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 4 80.00 ft. 1462 lbs. 8.38 in. 24.83 in. 0.21 in./ft. 22.47 in. 10.00 ft. 14.1 lbs./in. 320 lbs. 24.39 m 663 kg 213 mm 631 mm 17 mm/m 71 mm 3.0 m 2. N/mm 14.47 kn 1 4 /6 17.21 ft. 17.39 ft. 18.94 ft. 34.88 ft..2 m.30 m.77 m 10.63 m 166 lbs. 22 lbs. 300 lbs. 772 lbs. 7 kg 102 kg 136 kg 30 kg 8.38 in. 11.09 in. 13.69 in. 16.9 in. 213 mm 282 mm 348 mm 421 mm 12.6 in. 1.31 in. 18.27 in. 24.83 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

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 4 80.00 ft. 1782 lbs. 11.12 in. 27.92 in. 0.21 in./ft. 2.46 in. 10.00 ft. 21.4 lbs./in. 462 lbs. 24.38 m 808 kg 282 mm 709 mm 17 mm/m 647 mm 3.0 m 3.7 N/mm 20.73 kn 12 3 4 6/7 17.26 ft. 18.94 ft. 18.99 ft. 34.88 ft..26 m.77 m.79 m 10.63 m 223 lbs. 300 lbs. 39 lbs. 900 lbs. 101 kg 136 kg 163 kg 408 kg 11.12 in. 13.69 in. 16.9 in. 19.33 in. 282 mm 348 mm 421 mm 491 mm 1.31 in. 18.27 in. 21.28 in. 27.92 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

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 4 80.00 ft. 2448 lbs. 16.71 in. 34.47 in. 0.22 in./ft. 32.0 in. 10.00 ft. 6.1 lbs./in. 782 lbs. 24.38 m 1110 kg 424 mm 876 mm 18 mm/m 814 mm 3.0 m 9.8 N/mm 34.807 kn 7 6/7 8/9 18.0 ft. 34.88 ft. 3.74 ft..64 m 10.63 m 10.90 m 31 lbs. 900 lbs. 1197 lbs. 19 kg 408 kg 43 kg 16.71 in. 19.33 in. 2.82 in. 424 mm 491 mm 66 mm 21.28 in. 27.92 in. 34.47 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

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 4 80.00 ft. 3229 lbs. 23.23 in. 40.76 in. 0.22 in./ft. 38.37 in. 10.00 ft. 92.3 lbs./in. 1180 lbs. 24.38 m 1464 kg 90 mm 103 mm 18 mm/m 97 mm 3.0 m 16.2 N/mm 2.711 kn 4 6/7 8/9 10/11 19.02 ft. 3.74 ft. 36.88 ft..80 m 10.90 m 11.24 m 32 lbs. 1197 lbs. 1499 lbs. 241 kg 43 kg 680 kg 23.23 in. 2.82 in. 31.96 in. 90 mm 66 mm 812 mm 27.92 in. 34.47 in. 40.76 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

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 4 8.00 ft. 132 lbs. 9.07 in. 24.83 in. 0.19 in./ft. 22.3 in. 10.0 ft. 10.8 lbs./in. 290 lbs. 2.91 m 69 kg 230 mm 631 mm 1 mm/m 68 mm 3.20 m 1.9 N/mm 13.122 kn 1 1 4 6.23 ft. 17.67 ft. 17.39 ft. 18.94 ft. 34.88 ft. 1.90 m.38 m.30 m.77 m 10.63 m 66 lbs. 170 lbs. 22 lbs. 300 lbs. 772 lbs. 30 kg 77 kg 102 kg 136 kg 30 kg 9.07 in. 8.27 in. 11.09 in. 13.69 in. 16.9 in. 230 mm 210 mm 282 mm 348 mm 421 mm 9.77 in. 12.6 in. 1.31 in. 18.27 in. 24.83 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

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 4 8.00 ft. 1861 lbs. 10.83 in. 27.92 in. 0.20 in./ft. 2.33 in. 10.0 ft. 16.7 lbs./in. 4200 lbs. 2.91 m 844 kg 27 mm 709 mm 17 mm/m 643 mm 3.20 m 2.9 N/mm 18.683 kn 12 4 7.14 ft. 17.39 ft. 18.94 ft. 18.99 ft. 34.88 ft. 2.18 m.30 m.77 m.79 m 10.63 m 77 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs. 3 kg 102 kg 136 kg 163 kg 408 kg 10.83 in. 11.09 in. 13.69 in. 16.9 in. 19.33 in. 27 mm 282 mm 348 mm 421 mm 491 mm 12.6 in. 1.31 in. 18.27 in. 21.28 in. 27.92 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

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 4 8.00 ft. 291 lbs. 16.37 in. 34.47 in. 0.21 in./ft. 31.93 in. 10.0 ft. 43.7 lbs./in. 722 lbs. 2.91 m 117 kg 416 mm 876 mm 18 mm/m 811 mm 3.20 m 7.7 N/mm 32.138 kn 7 4 6/7 8/9 7.86 ft. 18.99 ft. 34.88 ft. 3.74 ft. 2.40 m.79 m 10.63 m 10.90 m 13 lbs. 39 lbs. 900 lbs. 1197 lbs. 61 kg 163 kg 408 kg 43 kg 16.37 in. 16.9 in. 19.33 in. 2.82 in. 416 mm 421 mm 491 mm 66 mm 18.27 in. 21.28 in. 27.92 in. 34.47 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

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 4 8.00 ft. 332 lbs. 22.00 in. 40.76 in. 0.22 in./ft. 38.26 in. 10.0 ft. 74.6 lbs./in. 1100 lbs. 2.91 m 120 kg 9 mm 103 mm 18 mm/m 972 mm 3.20 m 13.1 N/mm 49.13 kn 4 6/7 8/9 10/11 24.02 ft. 3.74 ft. 36.88 ft. 7.32 m 10.90 m 11.24 m 6 lbs. 1197 lbs. 1499 lbs. 297 kg 43 kg 680 kg 22.00 in. 2.82 in. 31.96 in. 9 mm 66 mm 812 mm 27.92 in. 34.47 in. 40.76 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

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 4 90.00 ft. 1908 lbs. 9.61 in. 27.92 in. 0.20 in./ft. 2.21 in. 11.00 ft. 13.2 lbs./in. 3870 lbs. 27.43 m 86 kg 244 mm 709 mm 17 mm/m 640 mm 3.3 m 2.3 N/mm 17.21 kn 12 4 12.14 ft. 17.39 ft. 18.94 ft. 18.99 ft. 34.88 ft. 3.70 m.30 m.77 m.79 m 10.63 m 124 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs. 6 kg 102 kg 136 kg 163 kg 408 kg 9.61 in. 11.09 in. 13.69 in. 16.9 in. 19.33 in. 244 mm 282 mm 348 mm 421 mm 491 mm 12.6 in. 1.31 in. 18.27 in. 21.28 in. 27.92 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

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 4 90.00 ft. 2669 lbs. 1.16 in. 34.47 in. 0.21 in./ft. 31.81 in. 11.00 ft. 34.4 lbs./in. 662 lbs. 27.43 m 1211 kg 38 mm 876 mm 18 mm/m 808 mm 3.3 m 6.0 N/mm 29.469 kn 7 4 6/7 8/9 12.86 ft. 18.99 ft. 34.88 ft. 3.74 ft. 3.92 m.79 m 10.63 m 10.90 m 213 lbs. 39 lbs. 900 lbs. 1197 lbs. 97 kg 163 kg 408 kg 43 kg 1.16 in. 16.9 in. 19.33 in. 2.82 in. 38 mm 421 mm 491 mm 66 mm 18.27 in. 21.28 in. 27.92 in. 34.47 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

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 4 90.00 ft. 3469 lbs. 20.77 in. 40.76 in. 0.22 in./ft. 38.14 in. 11.00 ft. 60.9 lbs./in. 1030 lbs. 27.43 m 173 kg 28 mm 103 mm 19 mm/m 969 mm 3.3 m 10.7 N/mm 46.039 kn 4 6/7 8/9 10/11 29.02 ft. 3.74 ft. 36.88 ft. 8.8 m 10.90 m 11.24 m 772 lbs. 1197 lbs. 1499 lbs. 30 kg 43 kg 680 kg 20.77 in. 2.82 in. 31.96 in. 28 mm 66 mm 812 mm 27.92 in. 34.47 in. 40.76 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

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 4 9.00 ft. 1949 lbs. 8.40 in. 27.92 in. 0.21 in./ft. 2.09 in. 11.0 ft. 10.6 lbs./in. 3600 lbs. 28.96 m 884 kg 213 mm 709 mm 17 mm/m 637 mm 3.1 m 1.9 N/mm 16.014 kn 12 4 17.14 ft. 17.39 ft. 18.94 ft. 18.99 ft. 34.88 ft..22 m.30 m.77 m.79 m 10.63 m 166 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs. 7 kg 102 kg 136 kg 163 kg 408 kg 8.40 in. 11.09 in. 13.69 in. 16.9 in. 19.33 in. 213 mm 282 mm 348 mm 421 mm 491 mm 12.6 in. 1.31 in. 18.27 in. 21.28 in. 27.92 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

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 4 9.00 ft. 2741 lbs. 13.9 in. 34.47 in. 0.22 in./ft. 31.69 in. 11.0 ft. 27.3 lbs./in. 6100 lbs. 28.9 m 1243 kg 34 mm 876 mm 18 mm/m 80 mm 3.1 m 4.8 N/mm 27.134 kn 7 4 6/7 8/9 17.86 ft. 18.99 ft. 34.88 ft. 3.74 ft..44 m.79 m 10.63 m 10.90 m 28 lbs. 39 lbs. 900 lbs. 1197 lbs. 129 kg 163 kg 408 kg 43 kg 13.9 in. 16.9 in. 19.33 in. 2.82 in. 34 mm 421 mm 491 mm 66 mm 18.27 in. 21.28 in. 27.92 in. 34.47 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

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 4 9.00 ft. 378 lbs. 19.4 in. 40.76 in. 0.22 in./ft. 38.02 in. 11.0 ft. 0.1 lbs./in. 9700 lbs. 28.96 m 1623 kg 496 mm 103 mm 19 mm/m 966 mm 3.1 m 8.8 N/mm 43.148 kn 4 6/7 8/9 10/11 34.02 ft. 3.74 ft. 36.88 ft. 10.37 m 10.90 m 11.24 m 882 lbs. 1197 lbs. 1499 lbs. 400 kg 43 kg 680 kg 19.4 in. 2.82 in. 31.96 in. 496 mm 66 mm 812 mm 27.92 in. 34.47 in. 40.76 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

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 4 100.00 ft. 282 lbs. 13.68 in. 34.47 in. 0.21 in./ft. 31.7 in. 12.00 ft. 21.9 lbs./in. 66 lbs. 30.48 m 1293 kg 348 mm 876 mm 17 mm/m 802 mm 3.66 m 3.8 N/mm 2.19 kn 7 3 4 6/7 6.71 ft. 18.94 ft. 18.99 ft. 34.88 ft. 3.74 ft. 2.0 m.77 m.79 m 10.63 m 10.90 m 96 lbs. 300 lbs. 39 lbs. 900 lbs. 1197 lbs. 43 kg 136 kg 163 kg 408 kg 43 kg 13.68 in. 13.69 in. 16.9 in. 19.33 in. 2.82 in. 348 mm 348 mm 421 mm 491 mm 66 mm 1.31 in. 18.27 in. 21.28 in. 27.92 in. 34.47 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

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 4 100.00 ft. 3760 lbs. 19.29 in. 40.76 in. 0.21 in./ft. 37.90 in. 12.00 ft. 41.4 lbs./in. 9100 lbs. 30.48 m 1706 kg 490 mm 103 mm 18 mm/m 963 mm 3.66 m 7.3 N/mm 40.479 kn 4 6/7 8/9 10/11 8.07 ft. 34.88 ft. 3.74 ft. 36.88 ft. 2.46 m 10.63 m 10.90 m 11.24 m 164 lbs. 900 lbs. 1197 lbs. 1499 lbs. 74 kg 408 kg 43 kg 680 kg 19.29 in. 19.33 in. 2.82 in. 31.96 in. 490 mm 491 mm 66 mm 812 mm 21.28 in. 27.92 in. 34.47 in. 40.76 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

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 4 10.00 ft. 2916 lbs. 12.47 in. 34.47 in. 0.21 in./ft. 31.4 in. 12.0 ft. 17.7 lbs./in. 27 lbs. 32.00 m 1323 kg 317 mm 876 mm 17 mm/m 799 mm 3.81 m 3.1 N/mm 23.464 kn 7 3 4 6/7 11.71 ft. 18.94 ft. 18.99 ft. 34.88 ft. 3.74 ft. 3.7 m.77 m.79 m 10.63 m 10.90 m 160 lbs. 300 lbs. 39 lbs. 900 lbs. 1197 lbs. 72 kg 136 kg 163 kg 408 kg 43 kg 12.47 in. 13.69 in. 16.9 in. 19.33 in. 2.82 in. 317 mm 348 mm 421 mm 491 mm 66 mm 1.31 in. 18.27 in. 21.28 in. 27.92 in. 34.47 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

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 4 10.00 ft. 383 lbs. 18.0 in. 40.76 in. 0.22 in./ft. 37.78 in. 12.0 ft. 34.4 lbs./in. 800 lbs. 32.00 m 1748 kg 49 mm 103 mm 18 mm/m 960 mm 3.81 m 6.0 N/mm 37.810 kn 4 6/7 8/9 10/11 13.07 ft. 34.88 ft. 3.74 ft. 36.88 ft. 3.98 m 10.63 m 10.90 m 11.24 m 27 lbs. 900 lbs. 1197 lbs. 1499 lbs. 117 kg 408 kg 43 kg 680 kg 18.0 in. 19.33 in. 2.82 in. 31.96 in. 49 mm 491 mm 66 mm 812 mm 21.28 in. 27.92 in. 34.47 in. 40.76 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

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 4 110.00 ft. 2974 lbs. 11.2 in. 34.47 in. 0.21 in./ft. 31.33 in. 13.00 ft. 14. lbs./in. 4880 lbs. 33.3 m 1349 kg 286 mm 876 mm 18 mm/m 796 mm 3.96 m 2. N/mm 21.707 kn 7 3 4 6/7 16.71 ft. 18.94 ft. 18.99 ft. 34.88 ft. 3.74 ft..09 m.77 m.79 m 10.63 m 10.90 m 217 lbs. 300 lbs. 39 lbs. 900 lbs. 1197 lbs. 99 kg 136 kg 163 kg 408 kg 43 kg 11.2 in. 13.69 in. 16.9 in. 19.33 in. 2.82 in. 286 mm 348 mm 421 mm 491 mm 66 mm 1.31 in. 18.27 in. 21.28 in. 27.92 in. 34.47 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

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 4 110.00 ft. 3940 lbs. 16.82 in. 40.76 in. 0.22 in./ft. 37.66 in. 13.00 ft. 28.7 lbs./in. 790 lbs. 33.3 m 1787 kg 427 mm 103 mm 18 mm/m 97 mm 3.96 m.0 N/mm 3.363 kn 4 6/7 8/9 10/11 18.07 ft. 34.88 ft. 3.74 ft. 36.88 ft..1 m 10.63 m 10.90 m 11.24 m 344 lbs. 900 lbs. 1197 lbs. 1499 lbs. 16 kg 408 kg 43 kg 680 kg 16.82 in. 19.33 in. 2.82 in. 31.96 in. 427 mm 491 mm 66 mm 812 mm 21.28 in. 27.92 in. 34.47 in. 40.76 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

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 4 11.00 ft. 303 lbs. 10.96 in. 34.47 in. 0.20 in./ft. 31.21 in. 13.0 ft. 11.8 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 19.683 kn 7 4 6.9 ft. 17.39 ft. 18.94 ft. 18.99 ft. 34.88 ft. 3.74 ft. 2.01 m.30 m.77 m.79 m 10.63 m 10.90 m 72 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs. 1197 lbs. 33 kg 102 kg 136 kg 163 kg 408 kg 43 kg 10.96 in. 11.09 in. 13.69 in. 16.9 in. 19.33 in. 2.82 in. 278 mm 282 mm 348 mm 421 mm 491 mm 66 mm 12.6 in. 1.31 in. 18.27 in. 21.28 in. 27.92 in. 34.47 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

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 4 11.00 ft. 4084 lbs. 16.47 in. 40.76 in. 0.21 in./ft. 37.4 in. 13.0 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 33.139 kn 4 4 6/7 8/9 7.43 ft. 18.99 ft. 34.88 ft. 3.74 ft. 36.88 ft. 2.26 m.79 m 10.63 m 10.90 m 11.24 m 128 lbs. 39 lbs. 900 lbs. 1197 lbs. 1499 lbs. 8 kg 163 kg 408 kg 43 kg 680 kg 16.47 in. 16.9 in. 19.33 in. 2.82 in. 31.96 in. 418 mm 421 mm 491 mm 66 mm 812 mm 18.27 in. 21.28 in. 27.92 in. 34.47 in. 40.76 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

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 4 120.00 ft. 3100 lbs. 9.7 in. 34.47 in. 0.21 in./ft. 31.08 in. 14.00 ft. 9.8 lbs./in. 407 lbs. 36.8 m 1406 kg 248 mm 876 mm 17 mm/m 790 mm 4.27 m 1.7 N/mm 18.127 kn 7 4 11.9 ft. 17.39 ft. 18.94 ft. 18.99 ft. 34.88 ft. 3.74 ft. 3.3 m.30 m.77 m.79 m 10.63 m 10.90 m 120 lbs. 22 lbs. 300 lbs. 39 lbs. 900 lbs. 1197 lbs. 4 kg 102 kg 136 kg 163 kg 408 kg 43 kg 9.7 in. 11.09 in. 13.69 in. 16.9 in. 19.33 in. 2.82 in. 248 mm 282 mm 348 mm 421 mm 491 mm 66 mm 12.6 in. 1.31 in. 18.27 in. 21.28 in. 27.92 in. 34.47 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

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 120.00 ft. 4162 lbs. 1.26 in. 40.76 in. 0.21 in./ft. 37.42 in. 14.00 ft. 20.2 lbs./in. 6900 lbs. 36.8 m 1888 kg 388 mm 103 mm 18 mm/m 90 mm 4.27 m 3. N/mm 30.693 kn 4 4 6/7 8/9 12.43 ft. 18.99 ft. 34.88 ft. 3.74 ft. 36.88 ft. 3.79 m.79 m 10.63 m 10.90 m 11.24 m 207 lbs. 39 lbs. 900 lbs. 1197 lbs. 1499 lbs. 94 kg 163 kg 408 kg 43 kg 680 kg 1.26 in. 16.9 in. 19.33 in. 2.82 in. 31.96 in. 388 mm 421 mm 491 mm 66 mm 812 mm 18.27 in. 21.28 in. 27.92 in. 34.47 in. 40.76 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

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

RS Technologies www.rstandard.com Email Toll Free Phone Fax info@grouprsi.com +1 877 219 8002 +1 403 219 8000 +1 403 219 8001 2421 37th 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