EXHIBIT_G_FKEC_Q_Feeder_-_Stringing_Chart_Report.pdf
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- Solicitation number
- FKEC BID #26-03
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- Florida
About this file
This is a stringing chart report document generated by PLS-CADD software for the Q Feeder project, a 25-kilovolt three-phase electric distribution feeder rebuild being undertaken by Florida Keys Electric Cooperative Association (FKEC) extending from Crawl Key to Marathon Substations along the Overseas Highway in the Florida Keys. The document provides detailed sagging data, geometric specifications, and conductor tension calculations for 47 distinct stringing sections across the feeder circuit, encompassing multiple cable types including tulip AAC, cardinal ACSR, azuza AAAC, 7-number 8 alumoweld, copper conductors, penguin ACSR, cosmos AAC, and lashed 5/16-inch EHS cable with AFL fiber reinforcement used for both energized conductors and neutral/messenger lines. The stringing charts specify ruling spans ranging from 35.8 feet to 589.7 feet, initial sagging conditions at 60 degrees Fahrenheit, and creep sagging calculations for various temperature conditions from 30 to 100 degrees Fahrenheit; tension data is provided for each section reflecting NESC Grade B construction standards with assumed extreme wind loading of 90 miles per hour and 1/2-inch ice accumulation with concurrent 30 miles per hour wind per applicable NESC rules, with maximum operating temperature established at 212 degrees Fahrenheit.
The stringing report references engineering criteria and load assumptions that must be verified by the engineer of record, including NESC 2023 Draft design standards, appropriate wind speed classifications, ice loading parameters specific to the installation region, and insulator mechanical strength determinations per Rule 277 that exclude NESC Rule 253 load factors; the document emphasizes that many experts consider the maximum cable tension limits to be conservative and recommends consultation with cable and damper manufacturers regarding aeolian vibration mitigation methods, and it includes comprehensive notes directing that the engineer of record remove the embedded disclaimer and modify all criteria as applicable when assuming responsibility for the final design. The calculations support construction and stringing operations across structures numbered 1 through 65, with sagging and tension data essential for field crews to properly set cable sag during installation and ensure compliance with NESC clearance and safety requirements throughout the 1.5 miles of overhead distribution feeder and 3.5 miles of underground feeder segments specified in the FKEC Q Feeder construction project with a completion deadline of December 31, 2027.
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KCI Technologies Page 1/79
PLS-CADD Version 20.01x64 8:14:05 AM Wednesday, October 29, 2025 KCI Technologies Project Name: 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Q Feeder.don'
Criteria Notes:
Typical 2023 NESC Draft2_3.25.22 Criteria File for PLS-CADD Created June 6, 2022 Version 17.28
Assumed NESC Light Combined Ice and Wind District Loading (Rule 250B) Assumed 90 MPH Extreme Wind Loading (Rule 250C); To be verified by the Engineer of Record Assumed 1/2" Extreme Ice with 30 MPH Concurrent Wind Loading (Rule 250D); To be verified by the Engineer of Record Assumed Maximum Operating Temperature of 212 F; To be verified by the Engineer of Record Assumed 1/2" Extreme Ice (Non-NESC); To be verified by the Engineer of Record Assumed Grade B Construction; To be verified by the Engineer of Record
<<Illustration of NESC provisions include>> > Combined Ice and Wind District Loading NESC Heavy per Rule 250B, Page 225 > Extreme Wind Loading per Rule 250C, Page 225, Coefficients and Gust Response Factors per Equations in Tables 250-2, 250-3(a), and 250-3(b) > Assumed 90 MPH Basic Wind Speed, 3 second Gust Wind Speed, Figure 250-2(a) Beginning on Page 235 **** PLEASE NOTE - NESC 2022 introduced a separate figure (250-2(b)) for Grade C, 3 second Gust Wind Speed, 50 year MRI. Engineering judgement should be used when choosing a wind speed for Rule 250C application.
> Grade B Construction "Method A" per Table 253-1, Page 253 and Table 261-1, Page 265 > Extreme Ice with Concurrent Wind Loading per Rule 250D, Page 225 > Assumed 1" Basic Ice Diameter with Concurrent 40 MPH Basic Wind Speed, Figure 250-3 Beginning on Page 239 > Cable Tension and Automatic Sagging Limits per Rule 261H1, Page 262 **** NESC Rule 261H1c, Note 2 states that the ‘Final’ tension limit be applied under the creep condition only.
**** PLEASE NOTE - Many experts consider these maximum limits to be high and could lead to severe aeolian vibration. As stated in NESC Rule 261H1b, PLS recommends checking with your cable manufacturer, damper manufacturer, and/or other standards for recommended values based on the actual vibration mitigation methods used **** > Insulator Mechanical Strengths per Rule 277, Page 272- Important Note for Strength Check:
**** NESC Rule 277 specifically excludes Rule 253 Load Factors for checking the mechanical strength of insulators. This criteria checks insulators for all weather conditions, including load factors. This may be considered conservative by some and can be modified if desired.
**** When specifying the insulator strength properties in Components/Insulators in TOWER and PLS-POLE, the manufacturer`s recommended load capacities shall be used per NESC Table 277-1. This is normally the RTL and RCL values published by the non-ceramic insulator manufacturers. See IEEE Std 1572-2004 IEEE Guide for Application of Composite Line Post Insulators for further clarification. **** **** User may prefer to add other specific load cases utilizing alternative Strength Factors ****
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**** Coordination of Load Factors, Strength Factors, and Component strength properties is the responsibility of the Engineer of Record **** **** See Tech Note at http://www.powline.com/products/nesc_insulators.html for additional discussion **** > Structure Loads criteria includes typical Full Structure DE cases > Structure Loads criteria includes extreme wind check per Rule 261A1c (Page 257), Rule 261A2e (Page 258), and Rule 261A3d (Page 258)
POWER LINE SYSTEMS, INC. IS NOT RESPONSIBLE FOR THE ACCURACY OF THE CONTENT HEREIN OR RESULTS OBTAINED FROM ITS
USE ON ANY PROJECT.
THIS FILE IS PROVIDED FOR ILLUSTRATION ONLY. CRITERIA SHOULD BE CHECKED AND MODIFIED AS NECESSARY BY THE AN
ENGINEER IN RESPONSIBLE CHARGE,
FAMILIAR WITH THE NESC AND LOCAL REQUIREMENTS OF THE AREA IN WHICH THE PROJECT IS LOCATED, AND ITS APPLICATION.
ENGINEER OF RECORD MUST VERIFY EXTREME WIND, CONCURRENT ICE AND WIND, AND EXTREME ICE PARAMETERS FOR THEIR
APPLICABLE REGION.
ENGINEER OF RECORD MUST VERIFY MAXIMUM OPERATING CONDITION FOR THEIR APPLICABLE PROJECT ENGINEER OF RECORD MUST VERIFY CONDITIONS AND FACTORS USED FOR INSULATOR STRENGTH CHECKS ENGINEER OF RECORD MUST ADD ANY ADDITIONAL CRITERIA THAT MAY BE REQUIRED BEYOND THE NESC ENGINEER OF RECORD MUST REMOVE THIS DISCLAIMER AND MODIFY ALL NOTES ABOVE AS APPLICABLE WHEN ASSUMING CHARGE OF
THIS CRITERIA
Selected sections include:
Structures: 1 - 27, 29, 33 - 48, 51 - 52, 54, 61 - 62 Circuits: All
Section Sagging Data
Circuit Sec. Cable From To Voltage Ruling -----------Sagging Data------------- --------------Display---------------- No. File Str. Str. Span Condition Temp. Catenary Horiz. Weather Condition Catenary Name Constant Tension Case Constant (kV) (ft) (deg F) (ft) (lbs) (ft) 2 7no_8_alumoweld.wir 29 33 0 477.8 Initial RS 60.0 3819.7
1000.0 30 Deg F Creep RS 3973.7 4 tulip_aac.wir 1 11 24.9 211.6 Initial RS 60.0 6329.1
2000.0 167 Deg F Creep RS 1207.6
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5 tulip_aac.wir 11 26 24.9 223.5 Initial RS 60.0 6329.1
2000.0 167 Deg F Creep RS 1265.2 7 cardinal_acsr_aw.wir 29 33 138 477.8 Initial RS 60.0 2971.1
3500.0 60 Deg F Creep RS 2732.5 9 tulip_aac.wir 38 47 24.9 170.8 Initial RS 60.0 4746.8
1500.0 167 Deg F Creep RS 946.8 10 tulip_aac.wir 50 52 24.9 262.1 Initial RS 60.0 3164.6
1000.0 167 Deg F Creep RS 1250.5 11 tulip_aac.wir 53 55 24.9 252.4 Initial RS 60.0 7229.4
2284.5 167 Deg F Creep RS 1449.2 12 1-o_7_copper.wir 60 63 24.9 130.2 Initial RS 60.0 1534.2
500.0 60 Deg F Creep RS 1537.0 13 azuza_aaac.wir 35 37 24.9 87.5 Initial RS 60.0 3457.2
400.0 60 Deg F Creep RS 2330.6 14 tulip_aac.wir 39 57 24.9 36.8 Initial RS 60.0 474.7
150.0 167 Deg F Creep RS 189.4 15 tulip_aac.wir 47 48 24.9 82.0 Initial RS 60.0 395.6
125.0 167 Deg F Creep RS 298.5 16 tulip_aac.wir 52 54 24.9 42.8 Initial RS 60.0 316.5
100.0 167 Deg F Creep RS 190.4 18 cosmos_aac.wir 29 33 24.9 477.8 Initial RS 60.0 3910.6
1750.0 60 Deg F Creep RS 2952.9 20 penguin_acsr.wir 17 56 24.9 110.3 Initial RS 60.0 1030.6
300.0 60 Deg F Creep RS 934.6 21 tulip_aac.wir 26 29 24.9 79.3 Initial RS 60.0 4746.8
1500.0 167 Deg F Creep RS 470.1 22 penguin_acsr.wir 27 59 24.9 176.7 Initial RS 60.0 1202.3
350.0 60 Deg F Creep RS 1129.3 23 tulip_aac.wir 33 35 24.9 253.1 Initial RS 60.0 5538.0
1750.0 167 Deg F Creep RS 1362.3 24 4_awg_7_copper.wir 62 64 24.9 134.7 Initial RS 60.0 1551.6
200.0 60 Deg F Creep RS 1549.1 25 cosmos_aac.wir 29 33 24.9 477.9 Initial RS 60.0 3910.6
1750.0 60 Deg F Creep RS 2952.9 26 1-o_7_copper.wir 62 65 24.9 185.6 Initial RS 60.0 1227.4
400.0 120 Deg F Creep RS 991.2 27 7no_8_alumoweld.wir 1 11 0 211.7 Initial RS 60.0 2864.8
750.0 30 Deg F Creep RS 3287.0 28 7no_8_alumoweld.wir 11 26 0 223.6 Initial RS 60.0 5729.6
1500.0 30 Deg F Creep RS 6013.9 31 7no_8_alumoweld.wir 33 35 0 251.4 Initial RS 60.0 3819.7
1000.0 30 Deg F Creep RS 4219.3 32 7no_8_alumoweld.wir 38 47 0 170.8 Initial RS 60.0 4774.6
1250.0 30 Deg F Creep RS 5243.2 33 7no_8_alumoweld.wir 50 52 0 262.3 Initial RS 60.0 2864.8
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750.0 30 Deg F Creep RS 3175.8 34 7no_8_alumoweld.wir 53 55 0 252.4 Initial RS 60.0 3819.7
1000.0 30 Deg F Creep RS 4213.0 35 1-o_7_copper.wir 60 63 24.9 130.3 Initial RS 60.0 1534.2
500.0 60 Deg F Creep RS 1534.0 36 7no_8_alumoweld.wir 17 56 0 110.4 Initial RS 60.0 1145.9
300.0 30 Deg F Creep RS 1401.7 37 7no_8_alumoweld.wir 26 29 0 79.2 Initial RS 60.0 5729.6
1500.0 30 Deg F Creep RS 6116.3 38 7no_8_alumoweld.wir 27 59 0 176.7 Initial RS 60.0 954.9
250.0 30 Deg F Creep RS 1012.1 39 7no_8_alumoweld.wir 29 33 0 478.5 Initial RS 60.0 5729.6
1500.0 30 Deg F Creep RS 5838.8 40 azuza_aaac.wir 35 37 0 87.7 Initial RS 60.0 3457.2
400.0 60 Deg F Creep RS 2330.6 41 7no_8_alumoweld.wir 39 57 0 35.8 Initial RS 60.0 382.0
100.0 30 Deg F Creep RS 524.8 42 7no_8_alumoweld.wir 47 48 0 82.8 Initial RS 60.0 477.5
125.0 30 Deg F Creep RS 516.2 43 7no_8_alumoweld.wir 52 54 0 43.0 Initial RS 60.0 382.0
100.0 30 Deg F Creep RS 470.0 44 4_awg_7_copper.wir 62 64 24.9 134.5 Initial RS 60.0 1551.6
200.0 60 Deg F Creep RS 1552.0 45 1-o_7_copper.wir 62 65 24.9 185.5 Initial RS 60.0 1227.4
400.0 120 Deg F Creep RS 990.5 46 grullo_poly_quadruplex.wir 41 58 0.12 42.2 Initial RS 60.0 441.2
300.0 60 Deg F Creep RS 386.5 47 Lashed 5_16 EHS with AFL Fiber FKEC.wir 1 11 0 211.7 Initial RS 60.0 1742.2
500.0 60 Deg F Creep RS 1740.9 48 Lashed 5_16 EHS with AFL Fiber FKEC.wir 11 29 0 219.3 Initial RS 60.0 8743.2
2509.3 60 Deg F Creep RS 8743.4 50 Lashed 5_16 EHS with AFL Fiber FKEC.wir 29 33 0 478.5 Initial RS 60.0 5226.5
1500.0 60 Deg F Creep RS 5225.4 52 Lashed 5_16 EHS with AFL Fiber FKEC.wir 33 35 0 251.4 Initial RS 60.0 3484.3
1000.0 60 Deg F Creep RS 3482.3 53 Lashed 5_16 EHS with AFL Fiber FKEC.wir 38 47 0 170.8 Initial RS 60.0 5226.5
1500.0 60 Deg F Creep RS 5227.8 54 Lashed 5_16 EHS with AFL Fiber FKEC.wir 51 52 0 267.0 Initial RS 60.0 2613.2
750.0 60 Deg F Creep RS 2612.1 57 Lashed 5_16 EHS with AFL Fiber FKEC.wir 29 33 0 479.1 Initial RS 60.0 8710.8
2500.0 60 Deg F Creep RS 8712.0 59 Lashed 5_16 EHS with AFL Fiber FKEC.wir 47 48 0 82.9 Initial RS 60.0 435.5
125.0 60 Deg F Creep RS 435.6 61 Lashed 5_16 EHS with AFL Fiber FKEC.wir 52 54 0 43.0 Initial RS 60.0 348.4
100.0 60 Deg F Creep RS 348.3
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62 Lashed 5_16 EHS with AFL Fiber FKEC.wir 53 55 0 252.4 Initial RS 60.0 3484.3
1000.0 60 Deg F Creep RS 3485.8 63 Lashed 5_16 EHS with AFL Fiber FKEC.wir 17 56 0 110.4 Initial RS 60.0 1045.3
300.0 60 Deg F Creep RS 1043.8 64 Lashed 5_16 EHS with AFL Fiber FKEC.wir 26 28 0 158.6 Initial RS 60.0 1742.2
500.0 60 Deg F Creep RS 1743.3 65 Lashed 5_16 EHS with AFL Fiber FKEC.wir 53 55 0 252.4 Initial RS 60.0 3484.3
1000.0 60 Deg F Creep RS 3482.2 66 Lashed 5_16 EHS with AFL Fiber FKEC.wir 26 28 0 158.6 Initial RS 60.0 1742.2
500.0 60 Deg F Creep RS 1743.3 67 Lashed 5_16 EHS with AFL Fiber FKEC.wir 29 33 0 479.3 Initial RS 60.0 8710.8
2500.0 60 Deg F Creep RS 8712.0
Section Geometry Data
Notes: Lengths are arc lengths along the wire at 60 (deg F), Initial.
Lengths are adjusted for the number of phases, the number of subconductors and to exclude the length of strain insulators.
Lengths are computed with any concentrated loads removed.
Circuit Sec. Cable From To Number Wires Min. Max. Ruling Total No. File Str. Str. of Per Span Span Span Cable Name Phases Phase Length
(ft) (ft) (ft) (ft) 2 7no_8_alumoweld.wir 29 33 1 1 132.4 589.7 477.8 1021.6 4 tulip_aac.wir 1 11 3 1 32.1 271.3 211.6 5042.4 5 tulip_aac.wir 11 26 3 1 115.0 284.3 223.5 9287.5 7 cardinal_acsr_aw.wir 29 33 3 1 131.6 589.7 477.8 3054.5 9 tulip_aac.wir 38 47 3 1 46.3 202.7 170.8 4063.0 10 tulip_aac.wir 50 52 3 1 257.5 266.4 262.1 1553.6 11 tulip_aac.wir 53 55 3 1 77.9 282.3 252.4 1062.9 12 1-o_7_copper.wir 60 63 3 1 74.7 147.1 130.2 1053.7 13 azuza_aaac.wir 35 37 1 1 77.0 95.2 87.5 165.9 14 tulip_aac.wir 39 57 2 1 37.3 37.3 36.8 68.4 15 tulip_aac.wir 47 48 3 1 82.0 82.0 82.0 227.5 16 tulip_aac.wir 52 54 3 1 42.9 42.9 42.8 110.3 18 cosmos_aac.wir 29 33 3 1 131.7 589.7 477.8 3051.3 20 penguin_acsr.wir 17 56 3 1 110.3 110.3 110.3 312.6 21 tulip_aac.wir 26 29 3 1 51.6 91.4 79.3 410.5 22 penguin_acsr.wir 27 59 3 1 176.8 176.8 176.7 512.9 23 tulip_aac.wir 33 35 3 1 125.6 291.6 253.1 1234.6 24 4_awg_7_copper.wir 62 64 3 1 134.7 134.7 134.7 385.7
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25 cosmos_aac.wir 29 33 3 1 131.6 589.7 477.9 3053.4 26 1-o_7_copper.wir 62 65 3 1 185.6 185.6 185.6 538.8 27 7no_8_alumoweld.wir 1 11 1 1 32.1 271.3 211.7 1684.5 28 7no_8_alumoweld.wir 11 26 1 1 115.0 285.2 223.6 3099.5 31 7no_8_alumoweld.wir 33 35 1 1 126.1 289.9 251.4 415.0 32 7no_8_alumoweld.wir 38 47 1 1 46.3 202.7 170.8 1360.2 33 7no_8_alumoweld.wir 50 52 1 1 257.5 266.9 262.3 523.0 34 7no_8_alumoweld.wir 53 55 1 1 77.9 282.3 252.4 358.8 35 1-o_7_copper.wir 60 63 1 1 74.7 147.1 130.3 355.4 36 7no_8_alumoweld.wir 17 56 1 1 110.4 110.4 110.4 108.8 37 7no_8_alumoweld.wir 26 29 1 1 50.1 91.5 79.2 140.0 38 7no_8_alumoweld.wir 27 59 1 1 176.7 176.7 176.7 175.4 39 7no_8_alumoweld.wir 29 33 1 1 129.9 589.7 478.5 1017.5 40 azuza_aaac.wir 35 37 1 1 77.8 95.2 87.7 171.3 41 7no_8_alumoweld.wir 39 57 1 1 36.2 36.2 35.8 35.0 42 7no_8_alumoweld.wir 47 48 1 1 82.9 82.9 82.8 81.3 43 7no_8_alumoweld.wir 52 54 1 1 43.2 43.2 43.0 41.6 44 4_awg_7_copper.wir 62 64 1 1 134.5 134.5 134.5 132.9 45 1-o_7_copper.wir 62 65 1 1 185.5 185.5 185.5 184.0 46 grullo_poly_quadruplex.wir 41 58 1 1 42.3 42.3 42.2 40.8 47 Lashed 5_16 EHS with AFL Fiber FKEC.wir 1 11 1 1 32.1 271.3 211.7 1684.9 48 Lashed 5_16 EHS with AFL Fiber FKEC.wir 11 29 1 1 50.1 285.2 219.3 3242.1 50 Lashed 5_16 EHS with AFL Fiber FKEC.wir 29 33 1 1 129.9 589.7 478.5 1016.7 52 Lashed 5_16 EHS with AFL Fiber FKEC.wir 33 35 1 1 126.2 289.8 251.4 414.8 53 Lashed 5_16 EHS with AFL Fiber FKEC.wir 38 47 1 1 46.3 202.7 170.8 1360.1 54 Lashed 5_16 EHS with AFL Fiber FKEC.wir 51 52 1 1 267.0 267.0 267.0 265.1 57 Lashed 5_16 EHS with AFL Fiber FKEC.wir 29 33 1 1 129.8 589.7 479.1 1014.7 59 Lashed 5_16 EHS with AFL Fiber FKEC.wir 47 48 1 1 82.9 82.9 82.9 81.1 61 Lashed 5_16 EHS with AFL Fiber FKEC.wir 52 54 1 1 43.2 43.2 43.0 41.4 62 Lashed 5_16 EHS with AFL Fiber FKEC.wir 53 55 1 1 77.9 282.3 252.4 358.9 63 Lashed 5_16 EHS with AFL Fiber FKEC.wir 17 56 1 1 110.4 110.4 110.4 108.7 64 Lashed 5_16 EHS with AFL Fiber FKEC.wir 26 28 1 1 159.7 159.7 158.6 159.1 65 Lashed 5_16 EHS with AFL Fiber FKEC.wir 53 55 1 1 77.9 282.3 252.4 359.6 66 Lashed 5_16 EHS with AFL Fiber FKEC.wir 26 28 1 1 159.7 159.7 158.6 159.1 67 Lashed 5_16 EHS with AFL Fiber FKEC.wir 29 33 1 1 129.8 589.7 479.3 1017.6
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Stringing Chart Report
Section #2 from structure #29 to structure #33, start set #1 '', end set #1 '' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\7no_8_alumoweld.wir', Ruling span (ft) 477.809 Sagging data: Catenary (ft) 3819.71, Horiz. Tension (lbs) 1000 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 20.6 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 9.3 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
297.2 2.56 2.67 2.79 2.90 3.02 3.13 3.24 3.35 29 27.94
589.7 10.04 10.49 10.93 11.38 11.83 12.27 12.71 13.15 30 -10.39
132.4 0.51 0.54 0.56 0.58 0.60 0.63 0.65 0.67 31 -23.01
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
297.2 4.79 4.89 4.99 5.10 5.19 5.29 5.38 5.48 29 27.94
589.7 9.48 9.68 9.89 10.09 10.29 10.48 10.66 10.84 30 -10.39
132.4 2.14 2.19 2.24 2.28 2.33 2.37 2.41 2.45 31 -23.01
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1134 1086 1041 1001 963 928 896 866
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KCI Technologies Page 9/79
Section #4 from structure #1 to structure #11, start set #11 'd1.1', end set #12 'd1.2' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\tulip_aac.wir', Ruling span (ft) 211.644 Sagging data: Catenary (ft) 6329.11, Horiz. Tension (lbs) 2000 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 42.7 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 21.6 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
146.9 0.33 0.36 0.39 0.43 0.47 0.53 0.60 0.69 1 4.73
146.4 0.33 0.35 0.39 0.42 0.47 0.53 0.60 0.68 2 -3.51
146.3 0.33 0.35 0.38 0.42 0.47 0.52 0.59 0.68 3 2.60
155.1 0.37 0.40 0.43 0.47 0.53 0.59 0.67 0.76 4 -0.28
247.1 0.94 1.01 1.10 1.20 1.34 1.50 1.69 1.94 5 1.25
32.1 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 6 -0.29
246.5 0.93 1.00 1.09 1.20 1.33 1.49 1.69 1.93 7 0.29
271.3 1.13 1.22 1.32 1.45 1.61 1.80 2.04 2.34 8 0.37
229.3 0.81 0.87 0.95 1.04 1.15 1.29 1.46 1.67 9 0.08
65.9 0.07 0.07 0.08 0.09 0.10 0.11 0.12 0.14 10 -2.09
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
146.9 1.72 1.79 1.86 1.95 2.06 2.18 2.32 2.48 1 4.73
146.4 1.72 1.78 1.86 1.95 2.05 2.17 2.31 2.47 2 -3.51
146.3 1.71 1.78 1.86 1.94 2.05 2.17 2.31 2.47 3 2.60
155.1 1.82 1.89 1.97 2.06 2.17 2.30 2.44 2.61 4 -0.28
247.1 2.89 3.00 3.13 3.28 3.46 3.66 3.89 4.16 5 1.25
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32.1 0.38 0.39 0.41 0.43 0.45 0.47 0.51 0.54 6 -0.29
246.5 2.89 3.00 3.13 3.27 3.45 3.65 3.88 4.15 7 0.29
271.3 3.18 3.30 3.44 3.60 3.80 4.02 4.28 4.57 8 0.37
229.3 2.69 2.79 2.91 3.05 3.21 3.40 3.61 3.87 9 0.08
65.9 0.77 0.80 0.84 0.88 0.92 0.98 1.04 1.11 10 -2.09
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
2575 2388 2197 2002 1804 1611 1423 1244
KCI Technologies Page 11/79
Section #5 from structure #11 to structure #26, start set #11 'd1.1', end set #21 '' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\tulip_aac.wir', Ruling span (ft) 223.525 Sagging data: Catenary (ft) 6329.11, Horiz. Tension (lbs) 2000 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 43.4 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 22.3 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
130.8 0.26 0.28 0.31 0.34 0.37 0.42 0.47 0.54 11 0.52
115.0 0.20 0.22 0.24 0.26 0.29 0.32 0.37 0.42 12 5.20
172.8 0.46 0.50 0.54 0.59 0.65 0.73 0.83 0.94 13 7.67
162.5 0.41 0.44 0.48 0.52 0.58 0.65 0.73 0.83 14 -6.88
246.5 0.93 1.01 1.09 1.20 1.33 1.49 1.68 1.91 15 3.34
284.3 1.24 1.34 1.45 1.59 1.77 1.98 2.24 2.54 16 -2.86
247.8 0.94 1.02 1.11 1.21 1.34 1.50 1.70 1.93 17 -8.83
259.2 1.03 1.11 1.21 1.33 1.47 1.64 1.86 2.11 18 -0.16
222.2 0.76 0.82 0.89 0.97 1.08 1.21 1.37 1.55 19 3.28
210.8 0.68 0.74 0.80 0.88 0.97 1.09 1.23 1.40 20 3.07
246.6 0.93 1.01 1.09 1.20 1.33 1.49 1.68 1.91 21 3.45
205.1 0.65 0.70 0.76 0.83 0.92 1.03 1.16 1.32 22 -1.10
134.1 0.28 0.30 0.32 0.35 0.39 0.44 0.50 0.57 23 -0.79
233.1 0.83 0.90 0.98 1.07 1.19 1.33 1.50 1.71 24 1.29
230.2 0.81 0.88 0.95 1.05 1.16 1.30 1.47 1.67 25 -10.44
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
KCI Technologies Page 12/79
130.8 1.53 1.59 1.66 1.74 1.83 1.94 2.06 2.19 11 0.52
115.0 1.35 1.40 1.46 1.53 1.61 1.70 1.81 1.93 12 5.20
172.8 2.03 2.10 2.19 2.30 2.42 2.56 2.72 2.90 13 7.67
162.5 1.90 1.98 2.06 2.16 2.27 2.40 2.56 2.73 14 -6.88
246.5 2.89 3.00 3.13 3.28 3.45 3.65 3.88 4.14 15 3.34
284.3 3.33 3.46 3.61 3.78 3.98 4.21 4.47 4.77 16 -2.86
247.8 2.90 3.02 3.15 3.29 3.47 3.67 3.90 4.16 17 -8.83
259.2 3.04 3.15 3.29 3.44 3.62 3.83 4.08 4.35 18 -0.16
222.2 2.60 2.70 2.82 2.95 3.11 3.29 3.50 3.73 19 3.28
210.8 2.47 2.57 2.68 2.80 2.95 3.12 3.32 3.54 20 3.07
246.6 2.89 3.00 3.13 3.28 3.45 3.65 3.88 4.14 21 3.45
205.1 2.40 2.50 2.60 2.72 2.87 3.03 3.23 3.44 22 -1.10
134.1 1.57 1.63 1.70 1.78 1.88 1.98 2.11 2.25 23 -0.79
233.1 2.73 2.84 2.96 3.10 3.26 3.45 3.67 3.91 24 1.29
230.2 2.70 2.80 2.92 3.06 3.22 3.41 3.62 3.86 25 -10.44
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
2573 2386 2194 2002 1807 1614 1428 1255
KCI Technologies Page 13/79
Section #7 from structure #29 to structure #33, start set #11 '', end set #12 '' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\cardinal_acsr_aw.wir', Ruling span (ft) 477.85 Sagging data: Catenary (ft) 2971.14, Horiz. Tension (lbs) 3500 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 21.6 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 12.5 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
298.1 3.32 3.47 3.61 3.76 3.90 4.04 4.18 4.32 29 29.69
589.7 12.93 13.51 14.08 14.64 15.20 15.75 16.29 16.83 30 -10.39
131.6 0.65 0.68 0.71 0.74 0.77 0.80 0.82 0.85 31 -24.76
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
298.1 5.45 5.57 5.68 5.80 5.91 6.01 6.12 6.21 29 29.69
589.7 10.75 10.99 11.22 11.44 11.66 11.87 12.07 12.27 30 -10.39
131.6 2.42 2.47 2.52 2.57 2.62 2.67 2.72 2.76 31 -24.76
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
3964 3795 3642 3502 3373 3255 3146 3047
KCI Technologies Page 14/79
KCI Technologies Page 15/79
Section #9 from structure #38 to structure #47, start set #11 'd1', end set #11 'd1.1' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\tulip_aac.wir', Ruling span (ft) 170.805 Sagging data: Catenary (ft) 4746.84, Horiz. Tension (lbs) 1500 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 34.3 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 17.4 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
130.9 0.32 0.36 0.40 0.45 0.52 0.60 0.71 0.84 38 -0.73
202.7 0.77 0.85 0.95 1.08 1.24 1.45 1.70 2.01 39 -0.88
194.2 0.71 0.78 0.88 0.99 1.14 1.33 1.57 1.84 40 -1.61
171.5 0.55 0.61 0.68 0.77 0.89 1.04 1.22 1.44 41 2.17
201.4 0.76 0.84 0.94 1.07 1.23 1.43 1.68 1.98 42 -1.52
165.5 0.51 0.57 0.64 0.72 0.83 0.97 1.14 1.34 43 -8.19
138.4 0.36 0.40 0.44 0.51 0.58 0.68 0.80 0.94 44 -7.36
46.3 0.04 0.04 0.05 0.06 0.06 0.08 0.09 0.10 45 -0.47
109.3 0.22 0.25 0.28 0.31 0.36 0.42 0.50 0.58 46 1.20
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
130.9 1.70 1.78 1.89 2.01 2.15 2.32 2.52 2.73 38 -0.73
202.7 2.63 2.76 2.92 3.11 3.33 3.60 3.90 4.24 39 -0.88
194.2 2.52 2.65 2.80 2.98 3.20 3.45 3.74 4.06 40 -1.61
171.5 2.22 2.34 2.47 2.63 2.82 3.05 3.30 3.58 41 2.17
201.4 2.61 2.74 2.90 3.09 3.31 3.58 3.88 4.21 42 -1.52
165.5 2.15 2.26 2.38 2.54 2.72 2.94 3.19 3.46 43 -8.19
KCI Technologies Page 16/79
138.4 1.79 1.89 1.99 2.13 2.28 2.46 2.67 2.89 44 -7.36
46.3 0.60 0.63 0.67 0.71 0.76 0.82 0.89 0.97 45 -0.47
109.3 1.42 1.49 1.57 1.68 1.80 1.94 2.10 2.28 46 1.20
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
2104 1904 1703 1500 1306 1120 952 809
KCI Technologies Page 17/79
Section #10 from structure #50 to structure #52, start set #11 '15', end set #11 'd1.1' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\tulip_aac.wir', Ruling span (ft) 262.059 Sagging data: Catenary (ft) 3164.56, Horiz. Tension (lbs) 1000 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 33.6 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 18.5 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
257.5 1.83 2.06 2.33 2.62 2.93 3.24 3.56 3.87 50 1.11
266.4 1.96 2.21 2.49 2.81 3.13 3.47 3.81 4.15 51 -2.21
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
257.5 4.05 4.30 4.56 4.84 5.12 5.38 5.64 5.88 50 1.11
266.4 4.19 4.45 4.72 5.01 5.29 5.57 5.84 6.09 51 -2.21
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
1430 1269 1125 1000 895 808 736 677
KCI Technologies Page 18/79
Section #11 from structure #53 to structure #55, start set #11 '15', end set #11 '15' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\tulip_aac.wir', Ruling span (ft) 252.431 Sagging data: Catenary (ft) 7229.43, Horiz. Tension (lbs) 2284.5 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 48.0 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 25.1 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
282.3 1.11 1.19 1.27 1.38 1.50 1.65 1.83 2.05 53 -1.97
77.9 0.08 0.09 0.10 0.11 0.11 0.13 0.14 0.16 54 -4.13
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
282.3 3.15 3.26 3.38 3.51 3.67 3.84 4.05 4.28 53 -1.97
77.9 0.87 0.90 0.93 0.97 1.01 1.06 1.12 1.18 54 -4.13
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
2829 2652 2471 2282 2095 1905 1718 1534
KCI Technologies Page 19/79
Section #12 from structure #60 to structure #63, start set #11 '15', end set #11 '15' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\1-o_7_copper.wir', Ruling span (ft) 130.187 Sagging data: Catenary (ft) 1534.21, Horiz. Tension (lbs) 500 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 0.2 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 7.2 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
147.1 1.30 1.45 1.60 1.76 1.93 2.09 2.25 2.42 60 2.06
135.0 1.09 1.22 1.35 1.48 1.62 1.76 1.90 2.04 61 4.50
74.7 0.34 0.37 0.41 0.46 0.50 0.54 0.58 0.63 62 -6.56
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
147.1 3.41 3.60 3.78 3.97 4.15 4.32 4.49 4.65 60 2.06
135.0 3.13 3.30 3.47 3.64 3.81 3.97 4.12 4.27 61 4.50
74.7 1.74 1.83 1.93 2.02 2.11 2.20 2.29 2.37 62 -6.56
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
679 609 551 501 458 421 391 365
KCI Technologies Page 20/79
KCI Technologies Page 21/79
Section #13 from structure #35 to structure #37, start set #12 'd1.1', end set #11 'd1' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\azuza_aaac.wir', Ruling span (ft) 87.4865 Sagging data: Catenary (ft) 3457.22, Horiz. Tension (lbs) 400 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 14.2 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 14.2 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
77.0 0.13 0.15 0.18 0.21 0.26 0.32 0.41 0.51 35 -4.01
95.2 0.21 0.24 0.28 0.33 0.40 0.49 0.62 0.77 36 0.87
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
77.0 1.10 1.17 1.27 1.39 1.53 1.70 1.91 2.13 35 -4.01
95.2 1.35 1.45 1.57 1.71 1.89 2.10 2.36 2.63 36 0.87
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
639 556 476 400 330 265 211 169
KCI Technologies Page 22/79
Section #14 from structure #39 to structure #57, start set #12 'd1.1', end set #11 'primary' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\tulip_aac.wir', Ruling span (ft) 36.8122 Sagging data: Catenary (ft) 474.684, Horiz. Tension (lbs) 150 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 0.2 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 6.2 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
37.3 0.12 0.19 0.28 0.37 0.45 0.51 0.58 0.63 39 5.86
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
37.3 1.04 1.31 1.59 1.82 2.00 2.15 2.27 2.38 39 5.86
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
459 289 196 150 124 108 96 88
KCI Technologies Page 23/79
Section #15 from structure #47 to structure #48, start set #12 'd1.2', end set #11 'd1' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\tulip_aac.wir', Ruling span (ft) 81.9663 Sagging data: Catenary (ft) 395.57, Horiz. Tension (lbs) 125 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 0.2 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 2.6 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
82.0 1.89 1.97 2.05 2.13 2.20 2.27 2.34 2.41 47 -2.58
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
82.0 4.11 4.20 4.28 4.36 4.44 4.51 4.58 4.64 47 -2.58
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
141 135 130 125 121 117 114 110
KCI Technologies Page 24/79
Section #16 from structure #52 to structure #54, start set #12 'd1.2', end set #11 'd1' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\tulip_aac.wir', Ruling span (ft) 42.7564 Sagging data: Catenary (ft) 316.456, Horiz. Tension (lbs) 100 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 0.2 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 3.0 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
42.9 0.53 0.60 0.67 0.73 0.79 0.84 0.89 0.94 52 -3.79
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
42.9 2.17 2.32 2.45 2.56 2.66 2.74 2.83 2.90 52 -3.79
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
138 121 109 100 93 87 82 78
KCI Technologies Page 25/79
Section #18 from structure #29 to structure #33, start set #21 '', end set #21 '' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\cosmos_aac.wir', Ruling span (ft) 477.814 Sagging data: Catenary (ft) 3910.61, Horiz. Tension (lbs) 1750 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 46.6 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 23.0 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
297.5 2.29 2.47 2.66 2.85 3.03 3.22 3.41 3.60 29 29.69
589.7 8.97 9.67 10.39 11.13 11.87 12.61 13.34 14.07 30 -10.39
131.7 0.45 0.49 0.53 0.56 0.60 0.64 0.68 0.71 31 -24.76
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
297.5 4.53 4.70 4.88 5.04 5.21 5.37 5.52 5.67 29 29.69
589.7 8.96 9.30 9.64 9.98 10.30 10.62 10.92 11.22 30 -10.39
131.7 2.02 2.09 2.17 2.25 2.32 2.39 2.46 2.52 31 -24.76
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
2169 2014 1873 1749 1640 1544 1459 1384
KCI Technologies Page 26/79
KCI Technologies Page 27/79
Section #20 from structure #17 to structure #56, start set #22 '', end set #11 '15' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\penguin_acsr.wir', Ruling span (ft) 110.321 Sagging data: Catenary (ft) 1030.57, Horiz. Tension (lbs) 300 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 11.1 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 7.9 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
110.3 1.04 1.19 1.34 1.48 1.61 1.74 1.86 1.97 17 -0.71
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
110.3 3.05 3.26 3.46 3.63 3.79 3.94 4.08 4.20 17 -0.71
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
426 372 332 300 275 255 239 225
KCI Technologies Page 28/79
Section #21 from structure #26 to structure #29, start set #22 '', end set #22 '' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\tulip_aac.wir', Ruling span (ft) 79.2546 Sagging data: Catenary (ft) 4746.84, Horiz. Tension (lbs) 1500 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 29.4 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 14.6 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
91.4 0.15 0.17 0.19 0.22 0.26 0.31 0.39 0.50 26 4.83
51.6 0.05 0.05 0.06 0.07 0.08 0.10 0.12 0.16 27 3.22
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
91.4 1.18 1.24 1.31 1.40 1.52 1.67 1.87 2.12 26 4.83
51.6 0.66 0.70 0.74 0.79 0.86 0.94 1.05 1.20 27 3.22
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
2140 1930 1719 1503 1281 1063 849 656
KCI Technologies Page 29/79
Section #22 from structure #27 to structure #59, start set #22 '', end set #11 '15' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\penguin_acsr.wir', Ruling span (ft) 176.741 Sagging data: Catenary (ft) 1202.34, Horiz. Tension (lbs) 350 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 12.1 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 9.0 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
176.8 2.72 2.90 3.08 3.25 3.42 3.58 3.74 3.89 27 -5.43
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
176.8 4.93 5.10 5.25 5.39 5.53 5.66 5.78 5.89 27 -5.43
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
419 392 369 350 333 318 305 293
KCI Technologies Page 30/79
Section #23 from structure #33 to structure #35, start set #22 '', end set #11 'd1' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\tulip_aac.wir', Ruling span (ft) 253.082 Sagging data: Catenary (ft) 5537.97, Horiz. Tension (lbs) 1750 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 42.0 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 22.7 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
291.6 1.45 1.58 1.73 1.92 2.15 2.41 2.73 3.09 33 9.01
125.6 0.27 0.29 0.32 0.36 0.40 0.45 0.51 0.57 34 -11.06
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
291.6 3.60 3.76 3.94 4.15 4.38 4.64 4.94 5.25 33 9.01
125.6 1.55 1.62 1.70 1.79 1.89 2.00 2.13 2.27 34 -11.06
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
2319 2131 1939 1750 1567 1394 1232 1089
KCI Technologies Page 31/79
Section #24 from structure #62 to structure #64, start set #22 '', end set #11 '15' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\4_awg_7_copper.wir', Ruling span (ft) 134.706 Sagging data: Catenary (ft) 1551.59, Horiz. Tension (lbs) 200 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 0.2 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 12.5 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
134.7 1.09 1.21 1.33 1.46 1.60 1.73 1.86 1.99 62 1.33
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
134.7 3.12 3.29 3.45 3.62 3.78 3.93 4.08 4.22 62 1.33
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
268 242 219 200 183 169 157 147
KCI Technologies Page 32/79
Section #25 from structure #29 to structure #33, start set #23 '', end set #23 '' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\cosmos_aac.wir', Ruling span (ft) 477.865 Sagging data: Catenary (ft) 3910.61, Horiz. Tension (lbs) 1750 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 46.6 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 23.4 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical Sag Sag Sag Sag Sag Sag Sag Sag Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
298.3 2.31 2.48 2.67 2.86 3.05 3.24 3.43 3.62 29 29.69
589.7 8.97 9.67 10.39 11.13 11.87 12.61 13.34 14.07 30 -10.39
131.6 0.45 0.49 0.53 0.56 0.60 0.64 0.68 0.71 31 -24.76
Span 3 3 3 3 3 3 3 3 Left Span Length Wave Wave Wave Wave Wave Wave Wave Wave Struct Vertical Time Time Time Time Time Time Time Time Number Projection 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) Sec. Sec. Sec. Sec. Sec. Sec. Sec. Sec. (ft)
298.3 4.54 4.71 4.89 5.06 5.22 5.38 5.54 5.69 29 29.69
589.7 8.96 9.30 9.64 9.98 10.30 10.62 10.92 11.22 30 -10.39
131.6 2.02 2.09 2.17 2.24 2.32 2.39 2.46 2.52 31 -24.76
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Tension Tension Tension Tension Tension Tension Tension Tension 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
2169 2014 1873 1749 1640 1544 1459 1384
KCI Technologies Page 33/79
KCI Technologies Page 34/79
Section #26 from structure #62 to structure #65, start set #23 '', end set #11 '15' Cable 'C:\Users\kenji.plennert\OneDrive - KCI Technologies, Inc\Desktop\Information\Transmission\FKEC\Q Feeder\PLS CADD\Libraries\Cables\1-o_7_copper.wir', Ruling span (ft) 185.607 Sagging data: Catenary (ft) 1227.37, Horiz. Tension (lbs) 400 Condition I Temperature (deg F) 60 Weather case for final after creep 60 Deg F, Equivalent to 0.2 (deg F) temperature increase Weather cases for final after load:
'NESC Light District Loading (250B)' 'NESC Extreme Wind (250C)' 'NESC Concurrent Ice and Wind (250D)' (controlling case), Equivalent to 7.2 (deg F) temperature increase 'Extreme Ice' Results below for condition 'Initial RS' Calculations done using actual span lengths and vertical projections
Span Mid Mid Mid Mid Mid Mid Mid Mid Left Span Length Span Span Span Span Span Span Span Span Struct Vertical…
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