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Pole ID:Pole_L-618.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:49 AM User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 1 of 4 2 Worst Wind Per Guy Wire 3 Wind At 7° Pole Num: L-618 Pole Length / Class: 35 / 6 Code: NESC Structure Type: Angle Aux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: Guy Wires Adequate Aux Data 2 Unset Setting Depth (ft): 5.50 Construction Grade: C Pole Strength Factor: 0.85 Aux Data 3 Unset G/L Circumference (in): 27.17 Loading District: Heavy Transverse Wind LF: 1.75 Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.30 Aux Data 5 Unset Allowable Stress (psi): 6,800 Wind Speed (mph): 39.53 Vertical LF: 1.90 Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00 Latitude: 0 Deg 0 Min 0.000000 Sec N Longitude: 0 Deg 0 Min 0.000000 Sec E Elevation: 0 Feet Pole Capacity Utilization (%) Height (ft) Wind Angle (deg) Maximum 77.6 0.0 7.0 Groundline 77.6 0.0 7.0 Vertical 13.2 18.5 85.0 Pole Moments (ft-lb) Load Angle (deg) Wind Angle (deg) Max Cap Util 26,658 8.9 7.0 Groundline 26,658 8.9 7.0 GL Allowable 35,997 Guy System Component Summary Load From Worst Wind Angle on Pole Individual Maximum Load Description Lead Length (ft) Lead Angle (deg) Height (ft) Nominal Capacity (%) Wind Angle (deg) Max Load Capacity (%) Wind Angle (deg) Expanding - 8" - Soil Class 4 30.0 265.0 20.1 7.0 20.3 60.0 EHS 1/2 (Down) 23.0 18.2 7.0 20.3 60.0 Expanding - 8" - Soil Class 4 12.0 265.0 29.4 7.0 29.6 50.0 EHS 3/8 (Down) 16.3 46.7 7.0 51.6 50.0 System Capacity Summary: Adequate Adequate

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Page 1: Analysis Report

Pole ID:Pole_L-618.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:49 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 1 of 4 2 Worst Wind Per Guy Wire 3 Wind At 7°

Pole Num: L-618 Pole Length / Class: 35 / 6 Code: NESC Structure Type: AngleAux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: Guy Wires AdequateAux Data 2 Unset Setting Depth (ft): 5.50 Construction Grade: C Pole Strength Factor: 0.85Aux Data 3 Unset G/L Circumference (in): 27.17 Loading District: Heavy Transverse Wind LF: 1.75Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.30Aux Data 5 Unset Allowable Stress (psi): 6,800 Wind Speed (mph): 39.53 Vertical LF: 1.90Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00Latitude: 0 Deg 0 Min 0.000000 Sec N Longitude: 0 Deg 0 Min 0.000000 Sec E Elevation: 0 Feet

Pole Capacity Utilization (%) Height(ft)

Wind Angle(deg)

Maximum 77.6 0.0 7.0Groundline 77.6 0.0 7.0Vertical 13.2 18.5 85.0

Pole Moments (ft-lb) Load Angle(deg)

Wind Angle(deg)

Max Cap Util 26,658 8.9 7.0Groundline 26,658 8.9 7.0GL Allowable 35,997

Guy System Component Summary Load From Worst WindAngle on Pole

Individual Maximum Load

Description Lead Length(ft)

Lead Angle(deg)

Height(ft)

NominalCapacity (%)

Wind Angle(deg)

Max LoadCapacity (%)

Wind Angle(deg)

? Expanding - 8" - Soil Class 4 30.0 265.0 20.1 7.0 20.3 60.0     ? EHS 1/2 (Down) 23.0 18.2 7.0 20.3 60.0? Expanding - 8" - Soil Class 4 12.0 265.0 29.4 7.0 29.6 50.0     ? EHS 3/8 (Down) 16.3 46.7 7.0 51.6 50.0

System Capacity Summary: Adequate Adequate

Page 2: Analysis Report

Pole ID:Pole_L-618.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:49 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 2 of 4 2 Worst Wind Per Guy Wire 3 Wind At 7°

Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 8.9°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)Powers 1,486 105.3 33,873 124.0 94.1 6,399 506 9 6,407 94.2Comms 1,527 108.3 25,359 92.8 70.5 4,790 697 12 4,802 70.6GuyBraces -1,730 -122.6 -33,718 -123.4 -93.7 -6,370 11,977 204 -6,166 -90.7Pole 121 8.6 1,647 6.0 4.6 311 923 16 327 4.8Crossarms 6 0.4 135 0.5 0.4 26 27 0 26 0.4Insulators 1 0.1 30 0.1 0.1 6 25 0 6 0.1Pole Load 1,411 100.0 27,325 100.0 75.9 5,162 14,154 241 5,403 79.5Pole Reserve Capacity 8,672 24.1 1,638 1,397 20.5

Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 8.9°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)DTE 666 47.2 15,019 55.0 41.7 2,837 4,621 79 2,916 42.9CATV 717 50.8 12,531 45.9 34.8 2,367 344 6 2,373 34.9TELCO -93 -6.6 -1,873 -6.9 -5.2 -354 8,267 141 -213 -3.1AT&T 121 8.6 1,647 6.0 4.6 311 923 16 327 4.8Totals: 1,411 100.0 27,325 100.0 75.9 5,162 14,154 241 5,403 79.5

Detailed Load Components:Power Owner Height

(ft)Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Neutral 1/0 COPPER 7STRAND

DTE 23.42 6.25 0.3684 1.25 0.326 135.0 90.0 135.0 1,045 4,944 57 1,237 6,238

Neutral 1/0 COPPER 7STRAND

DTE 23.42 6.25 0.3684 0.40 0.326 70.0 310.0 70.0 315 4,949 30 470 5,449

Secondary 1/0 COPPER 7STRAND

DTE 22.62 6.25 0.3684 1.25 0.326 135.0 90.0 135.0 1,045 4,775 57 1,195 6,027

Secondary 1/0 COPPER 7STRAND

DTE 22.62 6.25 0.3684 0.40 0.326 70.0 310.0 70.0 315 4,780 30 454 5,264

Secondary 1/0 COPPER 7STRAND

DTE 21.82 6.25 0.3684 1.25 0.326 135.0 90.0 135.0 1,045 4,606 57 1,153 5,816

Secondary 1/0 COPPER 7STRAND

DTE 21.82 6.25 0.3684 0.40 0.326 70.0 310.0 70.0 315 4,611 30 438 5,079

Totals: 28,665 260 4,948 33,873

Page 3: Analysis Report

Pole ID:Pole_L-618.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:49 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 3 of 4 2 Worst Wind Per Guy Wire 3 Wind At 7°

Comm Owner Height(ft)

Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Overlashed Bundle 1/4" EHS CATV 17.24 5.88 0.2500 0.66 0.121 135.0 90.0 135.0 1,800 6,269 34 1,009 7,312CATV 3/4" CATV CATV 17.21 5.64 0.7500 0.161 135.0 90.0 135.0 35 343 377CATV 3/4" CATV CATV 17.21 6.14 0.7500 0.161 135.0 90.0 135.0 37 343 380Overlashed Bundle 1/4" EHS CATV 17.24 5.88 0.2500 0.18 0.121 70.0 310.0 70.0 325 3,759 17 383 4,160CATV 3/4" CATV CATV 17.21 5.64 0.7500 0.161 70.0 310.0 70.0 18 130 148CATV 3/4" CATV CATV 17.21 6.14 0.7500 0.161 70.0 310.0 70.0 19 130 150Overlashed Bundle 3/8" EHS TELCO 15.62 5.97 0.3750 0.97 0.273 135.0 90.0 135.0 2,295 7,241 52 992 8,285Telco Telco 200 Pr. TELCO 15.57 5.97 0.9400 0.480 135.0 90.0 135.0 65 387 452Overlashed Bundle 3/8" EHS TELCO 15.62 5.97 0.3750 0.27 0.273 70.0 310.0 70.0 335 3,510 27 377 3,914Telco Telco 200 Pr. TELCO 15.57 5.97 0.9400 0.480 70.0 310.0 70.0 34 147 181

Totals: 20,780 338 4,241 25,359

Crossarm Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitHeight

(in)

Unit Depth(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Pole Extension 3-Wire Secondary

Bracket Pole MountDTE 22.62 4.11 0.0 0.0 14.00 24.00 2.00 3.00 9 126 135

Totals: 9 126 135

Insulator Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitDiameter

(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Bolt CATV / 3-Bolt CATV 17.24 0.00 20.0 290.0 5.00 3.00 0.00 5 0 5Bolt TELCO / 3-Bolt TELCO 15.62 0.00 20.0 290.0 5.00 3.00 0.00 5 0 5Spool Spool Insulator - 20 kV DTE 23.42 4.00 0.0 0.0 1.00 2.50 2.12 1 6 7Spool Spool Insulator - 20 kV DTE 22.62 4.00 0.0 0.0 1.00 2.50 2.12 1 6 7Spool Spool Insulator - 20 kV DTE 21.82 4.00 0.0 0.0 1.00 2.50 2.12 1 6 7

Totals: 12 17 30

Guy Wire and Brace Owner AttachHeight

(ft)

End Height(ft)

Lead/SpanLength

(ft)

WireDiameter

(in)

PercentSolid(%)

Lead Angle(deg)

InclineAngle(deg)

Wire Weight(lbs/ft)

Rest Length(ft)

StretchLength

(in)

EHS 1/2 Down DTE 23.00 0.00 30.00 0.5 75.00 265.0 37.4 0.517 37.60 0.59EHS 3/8 Down TELCO 16.29 0.00 12.00 0.375 75.00 265.0 53.5 0.273 20.06 0.82

Page 4: Analysis Report

Pole ID:Pole_L-618.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:49 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 4 of 4 2 Worst Wind Per Guy Wire 3 Wind At 7°

Guy Wire and Brace(Loads and Reactions)

ElasticModulus

(psi)

RatedTensile

Strength(lbs)

GuyStrengthFactor

AllowableTension

(lbs)

InitialTension

(lbs)

LoadedTension*²

(lbs)

MaximumTension²

(lbs)

AppliedTension³

(lbs)

VerticalLoad(lbs)

Shear LoadIn Guy Dir

(lbs)

Shear LoadAt Report

Angle(lbs)

Moment atGL³

(ft-lb)

EHS 1/2 Down 2.30e+7 26,900 0.90 24,210 700 4,914 4,467 4,418 2,682 3,511 -846 -19,009EHS 3/8 Down 2.30e+7 15,400 0.90 13,860 700 7,158 6,508 6,474 5,201 3,856 -929 -14,709

Totals: 7,883 7,367 -1,774 -33,718

Anchor/Rod Load Summary Owner Rod LengthAGL(in)

Lead Length(ft)

Lead Angle(deg)

Strength ofAssembly

(lbs)

Anchor/RodStrengthFactor

AllowableLoad(lbs)

Max Load²(lbs)

Load at PoleMCU³(lbs)

MaxRequired

Capacity² (%)Expanding - 8" - Soil Class 4 DTE 0.00 30.00 265.0 22,000 1.00 22,000 4,467 4,418 20.3Expanding - 8" - Soil Class 4 TELCO 0.00 12.00 265.0 22,000 1.00 22,000 6,508 6,474 29.6

Pole BucklingBucklingConstant

BucklingColumnHeight*

(ft)

BucklingSectionHeight

(% BucklingCol. Hgt.)

BucklingSection

Diameter(in)

MinimumBuckling

Diameter atGL(in)

Diameter atTip(in)

Diameter atGL(in)

Modulus ofElasticity

(psi)

PoleDensity

(pcf)

Ice Density(pcf)

Pole TipHeight

(ft)

BucklingLoad

Capacity atHeight(lbs)

BucklingLoad

Applied atHeight(lbs)

BucklingLoad Factor

of Safety

0.71 18.54 33.53 7.97 15.17 5.41 8.65 1.60e+6 60.00 57.00 29.50 107,229 14,154 7.58

Page 5: Analysis Report
Page 6: Analysis Report

O-Calc® Pro Schematic ViewPole Identification: L-618

Report Created: 11/6/2016File: Pole_L-618.pplx

1 - 23.4' (281.1")Neutral 90° 135' 0.368" (1/0 COPPER 7 STRAND)Neutral 310° 70' 0.368" (1/0 COPPER 7 STRAND)

2 - 23' (276")EHS 1/2 Down Guy 23.0 ft hgt, 37.5° angle

3 - 22.6' (271.5")Pole Extension 0.2ft 2in x 24in Voff=6.0

4 - 22.6' (271.5")Secondary 90° 135' 0.368" (1/0 COPPER 7 STRAND)Secondary 310° 70' 0.368" (1/0 COPPER 7 STRAND)

5 - 21.8' (261.9")Secondary 90° 135' 0.368" (1/0 COPPER 7 STRAND)Secondary 310° 70' 0.368" (1/0 COPPER 7 STRAND)

Page 7: Analysis Report

6 - 17.2' (206.9")1/4" EHS 90° 135' Msgr:0.250"1/4" EHS 310° 70' Msgr:0.250"

7 - 16.3' (195.4")EHS 3/8 Down Guy 16.3 ft hgt, 53.6° angle

8 - 15.6' (187.5")3/8" EHS 90° 135' Msgr:0.375"3/8" EHS 310° 70' Msgr:0.375"

Page 8: Analysis Report
Page 9: Analysis Report
Page 10: Analysis Report

Pole ID:Pole_L-629.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:49 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 1 of 3 2 Worst Wind Per Guy Wire 3 Wind At 265.6°

Pole Num: L-629 Pole Length / Class: 30 / 6 Code: NESC Structure Type: Unguyed TangentAux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: UnguyedAux Data 2 Unset Setting Depth (ft): 5.00 Construction Grade: C Pole Strength Factor: 0.85Aux Data 3 Unset G/L Circumference (in): 25.33 Loading District: Heavy Transverse Wind LF: 1.75Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.00Aux Data 5 Unset Allowable Stress (psi): 6,800 Wind Speed (mph): 39.53 Vertical LF: 1.90Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00Latitude: 0 Deg 0 Min 0.000000 Sec N Longitude: 0 Deg 0 Min 0.000000 Sec E Elevation: 0 Feet

Pole Capacity Utilization (%) Height(ft)

Wind Angle(deg)

Maximum 78.8 0.0 265.6Groundline 78.8 0.0 265.6Vertical 7.2 15.1 265.6

Pole Moments (ft-lb) Load Angle(deg)

Wind Angle(deg)

Max Cap Util 22,895 268.7 265.6Groundline 22,895 268.7 265.6GL Allowable 29,171

Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 268.7°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)Powers 895 89.9 21,505 94.6 73.7 5,013 124 2 5,015 73.8Comms 0 0.0 7 0.0 0.0 2 314 6 8 0.1Pole 98 9.9 1,146 5.0 3.9 267 715 14 281 4.1Insulators 2 0.2 64 0.3 0.2 15 15 0 15 0.2Pole Load 996 100.0 22,722 100.0 77.9 5,297 1,168 23 5,320 78.2Pole Reserve Capacity 6,449 22.1 1,503 1,480 21.8

Page 11: Analysis Report

Pole ID:Pole_L-629.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:49 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 2 of 3 2 Worst Wind Per Guy Wire 3 Wind At 265.6°

Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 268.7°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)DTE 897 90.1 21,569 94.9 73.9 5,028 130 3 5,030 74.0TELCO 0 0.0 7 0.0 0.0 2 323 6 8 0.1AT&T 98 9.9 1,146 5.0 3.9 267 715 14 281 4.1Totals: 996 100.0 22,722 100.0 77.9 5,297 1,168 23 5,320 78.2

Detailed Load Components:Power Owner Height

(ft)Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Secondary TRIPLEX 2/0 DTE 24.00 15.51 1.2700 1.06 0.491 82.0 270.0 82.0 895 21,474 28 2 21,505Totals: 21,474 28 2 21,505

Comm Owner Height(ft)

Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Overlashed Bundle 3/8" EHS TELCO 18.22 5.57 0.3750 0.49 0.273 95.0 90.0 95.0 2,295 -41,802 1 1 -41,800Telco Telco 200 Pr. TELCO 18.17 5.57 0.9400 0.480 95.0 90.0 95.0 1 1 2Overlashed Bundle 3/8" EHS TELCO 18.22 5.57 0.3750 0.37 0.273 82.0 270.0 82.0 2,295 41,802 1 1 41,804Telco Telco 200 Pr. TELCO 18.17 5.57 0.9400 0.480 82.0 270.0 82.0 1 0 1

Totals: 0 3 4 7

Insulator Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitDiameter

(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Bolt TELCO / 3-Bolt TELCO 18.22 0.00 180.0 90.0 5.00 3.00 0.00 0 0 0Deadend Deadend / Secondary DTE 24.00 0.00 270.0 270.0 3.00 3.80 12.75 7 56 64

Totals: 7 56 64

Pole BucklingBucklingConstant

BucklingColumnHeight*

(ft)

BucklingSectionHeight

(% BucklingCol. Hgt.)

BucklingSection

Diameter(in)

MinimumBuckling

Diameter atGL(in)

Diameter atTip(in)

Diameter atGL(in)

Modulus ofElasticity

(psi)

PoleDensity

(pcf)

Ice Density(pcf)

Pole TipHeight

(ft)

BucklingLoad

Capacity atHeight(lbs)

BucklingLoad

Applied atHeight(lbs)

BucklingLoad Factor

of Safety

2.00 15.10 32.98 7.54 6.80 5.41 8.07 1.60e+6 60.00 57.00 25.00 16,174 1,168 13.85

Page 12: Analysis Report

Pole ID:Pole_L-629.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:49 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 3 of 3 2 Worst Wind Per Guy Wire 3 Wind At 265.6°

Page 13: Analysis Report
Page 14: Analysis Report

O-Calc® Pro Schematic ViewPole Identification: L-629

Report Created: 11/6/2016File: Pole_L-629.pplx

1 - 24' (288")Secondary 270° 82' 1.270" (TRIPLEX 2/0)

2 - 18.2' (218.6")3/8" EHS 90° 95' Msgr:0.375"3/8" EHS 270° 82' Msgr:0.375"

Page 15: Analysis Report
Page 16: Analysis Report
Page 17: Analysis Report

Pole ID:Pole_L-631.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 1 of 3 2 Worst Wind Per Guy Wire 3 Wind At 74.1°

Pole Num: L-631 Pole Length / Class: 35 / 5 Code: NESC Structure Type: Unguyed TangentAux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: UnguyedAux Data 2 Unset Setting Depth (ft): 5.50 Construction Grade: C Pole Strength Factor: 0.85Aux Data 3 Unset G/L Circumference (in): 29.17 Loading District: Heavy Transverse Wind LF: 1.75Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.00Aux Data 5 Unset Allowable Stress (psi): 6,800 Wind Speed (mph): 39.53 Vertical LF: 1.90Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00Latitude: 0 Deg 0 Min 0.000000 Sec N Longitude: 0 Deg 0 Min 0.000000 Sec E Elevation: 0 Feet

Pole Capacity Utilization (%) Height(ft)

Wind Angle(deg)

Maximum 79.2 0.0 74.1Groundline 79.2 0.0 74.1Vertical 11.0 19.0 74.1

Pole Moments (ft-lb) Load Angle(deg)

Wind Angle(deg)

Max Cap Util 35,081 68.2 74.1Groundline 35,081 68.2 74.1GL Allowable 44,545

Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 68.2°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)Powers 1,103 80.5 30,928 88.8 69.4 4,721 327 5 4,726 69.5Comms 103 7.5 1,979 5.7 4.4 302 306 5 307 4.5Pole 131 9.6 1,800 5.2 4.0 275 1,094 16 291 4.3Streetlights 28 2.1 -2 0.0 0.0 0 142 2 2 0.0Insulators 5 0.3 133 0.4 0.3 20 21 0 21 0.3Pole Load 1,371 100.0 34,839 100.0 78.2 5,318 1,891 28 5,346 78.6Pole Reserve Capacity 9,706 21.8 1,482 1,454 21.4

Page 18: Analysis Report

Pole ID:Pole_L-631.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 2 of 3 2 Worst Wind Per Guy Wire 3 Wind At 74.1°

Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 68.2°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)DTE 1,108 80.8 31,066 89.2 69.7 4,742 338 5 4,747 69.8TELCO 103 7.5 1,975 5.7 4.4 302 316 5 306 4.5AT&T 131 9.6 1,800 5.2 4.0 275 1,094 16 291 4.3<Undefined> 28 2.1 -2 0.0 0.0 0 142 2 2 0.0Totals: 1,371 100.0 34,839 100.0 78.2 5,318 1,891 28 5,346 78.6

Detailed Load Components:Power Owner Height

(ft)Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Secondary TRIPLEX 2/0 DTE 28.00 15.86 1.2700 1.60 0.491 121.0 0.0 121.0 1,168 12,154 18 2,002 14,174Secondary TRIPLEX 2/0 DTE 28.00 15.86 1.2700 1.19 0.491 95.0 130.0 95.0 1,168 15,450 18 1,286 16,754

Totals: 27,605 35 3,288 30,928

Comm Owner Height(ft)

Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Overlashed Bundle 3/8" EHS TELCO 20.60 6.01 0.3750 0.15 0.273 52.0 180.0 52.0 2,295 -17,567 -19 459 -17,127Telco Telco 200 Pr. TELCO 20.55 6.01 0.9400 0.480 52.0 180.0 52.0 -24 179 155Overlashed Bundle 3/8" EHS TELCO 20.60 6.01 0.3750 0.79 0.273 121.0 0.0 121.0 2,295 17,567 -44 1,067 18,590Telco Telco 200 Pr. TELCO 20.55 6.01 0.9400 0.480 121.0 0.0 121.0 -55 417 362

Totals: 0 -143 2,122 1,979

Streetlight Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitHeight

(in)

UnitDepth

(in)

UnitDiameter

(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

General Streetlight - 8 ft. Arm 27.87 3.11 225.0 225.0 75.00 24.00 20.00 3.00 96.00 -794 792 -2Totals: -794 792 -2

Insulator Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitDiameter

(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Deadend Deadend / Secondary DTE 28.00 0.00 0.0 0.0 3.00 3.80 12.75 3 66 68Bolt TELCO / 3-Bolt TELCO 20.60 0.00 270.0 180.0 5.00 3.00 0.00 -4 0 -4Deadend Deadend / Secondary DTE 28.00 0.00 130.0 130.0 3.00 3.80 12.75 4 66 69

Totals: 2 131 133

Page 19: Analysis Report

Pole ID:Pole_L-631.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 3 of 3 2 Worst Wind Per Guy Wire 3 Wind At 74.1°

Pole BucklingBucklingConstant

BucklingColumnHeight*

(ft)

BucklingSectionHeight

(% BucklingCol. Hgt.)

BucklingSection

Diameter(in)

MinimumBuckling

Diameter atGL(in)

Diameter atTip(in)

Diameter atGL(in)

Modulus ofElasticity

(psi)

PoleDensity

(pcf)

Ice Density(pcf)

Pole TipHeight

(ft)

BucklingLoad

Capacity atHeight(lbs)

BucklingLoad

Applied atHeight(lbs)

BucklingLoad Factor

of Safety

2.00 19.05 33.38 8.59 9.67 6.05 9.29 1.60e+6 60.00 57.00 29.50 17,150 1,891 9.07

Page 20: Analysis Report
Page 21: Analysis Report

O-Calc® Pro Schematic ViewPole Identification: L-631

Report Created: 11/6/2016File: Pole_L-631.pplx

1 - 28' (336")Secondary 0° 121' 1.270" (TRIPLEX 2/0)Secondary 130° 95' 1.270" (TRIPLEX 2/0)

2 - 27.9' (334.4")Streetlight - 8 ft. Arm 8.0 ft arm

3 - 20.6' (247.2")3/8" EHS 180° 52' Msgr:0.375"3/8" EHS 0° 121' Msgr:0.375"

Page 22: Analysis Report
Page 23: Analysis Report
Page 24: Analysis Report

Pole ID:Pole_L-632.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 1 of 5 2 Worst Wind Per Guy Wire 3 Wind At 122.7°

Pole Num: L-632 Pole Length / Class: 40 / 4 Code: NESC Structure Type: Guyed TangentAux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: Guy Wires AdequateAux Data 2 Unset Setting Depth (ft): 6.00 Construction Grade: C Pole Strength Factor: 0.85Aux Data 3 Unset G/L Circumference (in): 33.50 Loading District: Heavy Transverse Wind LF: 1.75Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.30Aux Data 5 Unset Allowable Stress (psi): 6,800 Wind Speed (mph): 39.53 Vertical LF: 1.90Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00Latitude: 0 Deg 0 Min 0.000000 Sec N Longitude: 0 Deg 0 Min 0.000000 Sec E Elevation: 0 Feet

Pole Capacity Utilization (%) Height(ft)

Wind Angle(deg)

Maximum 48.9 25.3 122.7Groundline 11.2 0.0 171.2Vertical 17.5 25.4 165.6

Pole Moments (ft-lb) Load Angle(deg)

Wind Angle(deg)

Max Cap Util 11,105 51.9 122.7Groundline 7,137 175.4 171.2GL Allowable 67,455

Page 25: Analysis Report

Pole ID:Pole_L-632.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 2 of 5 2 Worst Wind Per Guy Wire 3 Wind At 122.7°

Guy System Component Summary Load From Worst WindAngle on Pole

Individual Maximum Load

Description Lead Length(ft)

Lead Angle(deg)

Height(ft)

NominalCapacity (%)

Wind Angle(deg)

Max LoadCapacity (%)

Wind Angle(deg)

? Single Helix Anchor 49.0 250.0 32.4 122.7 32.5 100.0     ? EHS 1/2 (Span/Head) 25.4 26.8 122.7 29.6 100.0? Expanding - 8" - Soil Class 4 26.0 5.0 34.7 122.7 35.6 168.4     ? EHS 1/2 (Down) 30.9 31.5 122.7 35.6 168.4? Expanding - 8" - Soil Class 4 23.0 5.0 12.8 122.7 13.2 165.6     ? EHS 1/4 (Down) 19.6 47.2 122.7 53.4 165.6? Expanding - 8" - Soil Class 4 5.0 5.0 15.1 122.7 15.6 165.6     ? EHS 3/8 (Down) 18.0 24.0 122.7 27.2 165.6

System Capacity Summary: Adequate Adequate

Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 175.4°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)Powers 4,414 773.8 133,982 986.5 198.6 13,507 969 11 13,517 198.8Comms 2,009 352.2 37,288 274.5 55.3 3,759 1,060 12 3,771 55.5GuyBraces -5,990 -1050.2 -160,479 -1181.6 -237.9 -16,178 16,484 185 -15,993 -235.2PowerEquipments 25 4.4 873 6.4 1.3 88 1,273 14 102 1.5Pole 104 18.3 1,635 12.0 2.4 165 1,618 18 183 2.7Crossarms 7 1.1 200 1.5 0.3 20 122 1 22 0.3Insulators 2 0.4 83 0.6 0.1 8 61 1 9 0.1Pole Load 570 100.0 13,582 100.0 20.1 1,369 21,587 242 1,611 23.7Pole Reserve Capacity 53,873 79.9 5,431 5,189 76.3

Page 26: Analysis Report

Pole ID:Pole_L-632.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 3 of 5 2 Worst Wind Per Guy Wire 3 Wind At 122.7°

Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 175.4°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)DTE 1,379 241.7 30,702 226.1 45.5 3,095 11,267 126 3,221 47.4TELCO 295 51.7 5,065 37.3 7.5 511 5,580 62 573 8.4CATV -1,207 -211.7 -23,820 -175.4 -35.3 -2,401 3,121 35 -2,366 -34.8AT&T 104 18.3 1,635 12.0 2.4 165 1,618 18 183 2.7Totals: 570 100.0 13,582 100.0 20.1 1,369 21,587 242 1,611 23.7

Detailed Load Components:Power Owner Height

(ft)Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Neutral 1/0 COPPER 7STRAND

DTE 26.20 6.25 0.3684 1.49 0.326 150.0 90.0 150.0 1,045 2,850 5 844 3,699

Secondary 1/0 COPPER 7STRAND

DTE 25.40 6.25 0.3684 1.49 0.326 150.0 90.0 150.0 1,045 2,763 5 818 3,586

Secondary 1/0 COPPER 7STRAND

DTE 24.60 6.25 0.3684 1.49 0.326 150.0 90.0 150.0 1,045 2,676 5 792 3,473

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.38 0.6840 1.10 0.365 150.0 90.0 150.0 2,620 9,187 579 1,335 11,101

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.38 0.6840 0.23 0.365 49.0 250.0 49.0 2,620 30,484 189 621 31,295

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.38 0.6840 1.10 0.365 150.0 90.0 150.0 2,620 9,187 -567 1,335 9,954

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.38 0.6840 0.23 0.365 49.0 250.0 49.0 2,620 30,484 -185 621 30,920

Secondary TRIPLEX 2/0 DTE 26.24 6.05 1.2700 1.60 0.491 121.0 180.0 121.0 1,168 39,722 92 142 39,955Totals: 127,351 123 6,508 133,982

Page 27: Analysis Report

Pole ID:Pole_L-632.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 4 of 5 2 Worst Wind Per Guy Wire 3 Wind At 122.7°

Comm Owner Height(ft)

Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Overlashed Bundle 3/8" EHS TELCO 17.77 6.79 0.3750 0.80 0.273 122.0 0.0 122.0 2,295 -52,850 4 70 -52,776Telco Telco 200 Pr. TELCO 17.72 6.79 0.9400 0.480 122.0 0.0 122.0 5 27 33Overlashed Bundle 3/8" EHS TELCO 17.77 6.79 0.3750 0.79 0.273 121.0 180.0 121.0 2,295 52,850 4 70 52,924Telco Telco 200 Pr. TELCO 17.72 6.79 0.9400 0.480 121.0 180.0 121.0 5 27 33Overlashed Bundle 3/8" EHS TELCO 17.77 6.79 0.3750 0.05 0.273 49.0 250.0 49.0 2,295 14,087 2 277 14,365Overlashed Bundle 3/8" EHS TELCO 17.77 6.79 0.3750 1.19 0.273 150.0 90.0 150.0 2,295 4,245 5 688 4,938Telco Telco 200 Pr. TELCO 17.72 6.79 0.9400 0.480 150.0 90.0 150.0 7 269 275Overlashed Bundle 1/4" EHS CATV 19.31 6.70 0.2500 0.81 0.121 150.0 90.0 150.0 1,800 3,617 43 689 4,349CATV 3/4" CATV CATV 19.28 6.85 0.7500 0.161 150.0 90.0 150.0 47 234 281CATV 3/4" CATV CATV 19.28 6.57 0.7500 0.161 150.0 90.0 150.0 46 234 279Overlashed Bundle 1/4" EHS CATV 19.31 6.70 0.2500 0.09 0.121 49.0 250.0 49.0 1,800 12,003 14 321 12,338CATV 3/4" CATV CATV 19.28 6.85 0.7500 0.161 49.0 250.0 49.0 15 109 124CATV 3/4" CATV CATV 19.28 6.57 0.7500 0.161 49.0 250.0 49.0 15 109 124

Totals: 33,953 214 3,121 37,288

PowerEquipment Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitHeight

(in)

UnitDepth

(in)

UnitDiameter

(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Transformer 1PH-50KVA DTE 29.05 17.13 90.0 90.0 670.00 37.00 -- 23.00 -- 146 727 873Totals: 146 727 873

Crossarm Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitHeight

(in)

Unit Depth(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Pole Extension 3-Wire Secondary

Bracket Pole MountDTE 25.40 4.87 90.0 90.0 14.00 24.00 2.00 3.00 1 61 61

Normal 8'x3.5"x4.5" SP 2 Pin DTE 33.00 5.80 90.0 90.0 50.00 5.80 4.80 96.00 4 135 138Totals: 5 195 200

Insulator Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitDiameter

(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Bolt TELCO / 3-Bolt TELCO 17.77 0.00 90.0 180.0 5.00 3.00 0.00 0 0 0Bolt CATV / 3-Bolt CATV 19.31 0.00 180.0 90.0 5.00 3.00 0.00 5 0 5Spool Spool Insulator - 20 kV DTE 26.20 4.00 90.0 0.0 1.00 2.50 2.12 0 4 4Spool Spool Insulator - 20 kV DTE 25.40 4.00 90.0 0.0 1.00 2.50 2.12 0 4 4Spool Spool Insulator - 20 kV DTE 24.60 4.00 90.0 0.0 1.00 2.50 2.12 0 4 4Pin 15kV Pin Insulator DTE 33.24 44.00 172.5 0.0 8.99 6.00 5.00 63 29 92Pin 15kV Pin Insulator DTE 33.24 -44.00 7.5 0.0 8.99 6.00 5.00 -62 29 -32Spool Spool / Secondary DTE 26.24 0.00 180.0 90.0 1.00 2.50 2.12 1 4 5

Totals: 8 75 83

Page 28: Analysis Report

Pole ID:Pole_L-632.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 5 of 5 2 Worst Wind Per Guy Wire 3 Wind At 122.7°

Guy Wire and Brace Owner AttachHeight

(ft)

End Height(ft)

Lead/SpanLength

(ft)

WireDiameter

(in)

PercentSolid(%)

Lead Angle(deg)

InclineAngle(deg)

Wire Weight(lbs/ft)

Rest Length(ft)

StretchLength

(in)

EHS 1/2 Span/Head DTE 25.44 25.44 49.00 0.625 75.00 250.0 0.0 0.517 47.18 0.69EHS 1/2 Down DTE 30.92 0.00 26.00 0.5 75.00 5.0 49.8 0.517 40.21 1.09EHS 1/4 Down CATV 19.64 0.00 23.00 0.25 75.00 5.0 40.4 0.121 29.98 1.20EHS 3/8 Down TELCO 18.03 0.00 5.00 0.375 75.00 5.0 74.2 0.273 18.62 0.39

Guy Wire and Brace(Loads and Reactions)

ElasticModulus

(psi)

RatedTensile

Strength(lbs)

GuyStrengthFactor

AllowableTension

(lbs)

InitialTension

(lbs)

LoadedTension*²

(lbs)

MaximumTension²

(lbs)

AppliedTension³

(lbs)

VerticalLoad(lbs)

Shear LoadIn Guy Dir

(lbs)

Shear LoadAt Report

Angle(lbs)

Moment atGL³

(ft-lb)

EHS 1/2 Span/Head 2.30e+7 26,900 0.90 24,210 700 7,157 6,506 6,480 0 6,480 1,722 44,246EHS 1/2 Down 2.30e+7 26,900 0.90 24,210 700 8,612 7,829 7,630 5,826 4,927 -4,859 -148,677EHS 1/4 Down 2.30e+7 6,650 0.90 5,985 700 3,197 2,907 2,825 1,830 2,152 -2,122 -41,321EHS 3/8 Down 2.30e+7 15,400 0.90 13,860 700 3,768 3,425 3,322 3,197 902 -889 -14,727

Totals: 10,853 14,461 -6,149 -160,479

Anchor/Rod Load Summary Owner Rod LengthAGL(in)

Lead Length(ft)

Lead Angle(deg)

Strength ofAssembly

(lbs)

Anchor/RodStrengthFactor

AllowableLoad(lbs)

Max Load²(lbs)

Load at PoleMCU³(lbs)

MaxRequired

Capacity² (%)Single Helix Anchor DTE 18.00 49.00 250.0 20,000 1.00 20,000 6,506 6,480 32.5Expanding - 8" - Soil Class 4 DTE 0.00 26.00 5.0 22,000 1.00 22,000 7,829 7,630 35.6Expanding - 8" - Soil Class 4 CATV 0.00 23.00 5.0 22,000 1.00 22,000 2,907 2,825 13.2Expanding - 8" - Soil Class 4 TELCO 0.00 5.00 5.0 22,000 1.00 22,000 3,425 3,322 15.6

Pole BucklingBucklingConstant

BucklingColumnHeight*

(ft)

BucklingSectionHeight

(% BucklingCol. Hgt.)

BucklingSection

Diameter(in)

MinimumBuckling

Diameter atGL(in)

Diameter atTip(in)

Diameter atGL(in)

Modulus ofElasticity

(psi)

PoleDensity

(pcf)

Ice Density(pcf)

Pole TipHeight

(ft)

BucklingLoad

Capacity atHeight(lbs)

BucklingLoad

Applied atHeight(lbs)

BucklingLoad Factor

of Safety

0.71 25.36 34.17 9.65 21.89 6.69 10.67 1.60e+6 60.00 57.00 34.00 123,374 21,587 5.72

Page 29: Analysis Report
Page 30: Analysis Report

O-Calc® Pro Schematic ViewPole Identification: L-632

Report Created: 11/6/2016File: Pole_L-632.pplx

1 - 33.7' (403.9")Primary 90° 150' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)Primary 250° 49' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)Primary 90° 150' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)Primary 250° 49' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)

2 - 33' (396")Normal 8ft 4.8in x 5.8in

3 - 30.9' (371")EHS 1/2 Down Guy 30.9 ft hgt, 49.9° angle

4 - 29' (348.6")Transformer 1PH-50KVA

5 - 26.2' (314.4")Neutral 90° 150' 0.368" (1/0 COPPER 7 STRAND)Secondary 180° 121' 1.270" (TRIPLEX 2/0)

Page 31: Analysis Report

6 - 25.4' (305.2")EHS 1/2 Span/Head Guy 25.4 ft hgt

7 - 25.4' (304.8")Pole Extension 0.2ft 2in x 24in Voff=6.0

8 - 25.4' (304.8")Secondary 90° 150' 0.368" (1/0 COPPER 7 STRAND)

9 - 24.6' (295.2")Secondary 90° 150' 0.368" (1/0 COPPER 7 STRAND)

10 - 19.6' (235.6")EHS 1/4 Down Guy 19.6 ft hgt, 40.5° angle

11 - 19.3' (231.7")1/4" EHS 90° 150' Msgr:0.250"1/4" EHS 250° 49' Msgr:0.250"

12 - 18' (216.4")EHS 3/8 Down Guy 18.0 ft hgt, 74.5° angle

13 - 17.8' (213.3")3/8" EHS 0° 122' Msgr:0.375"3/8" EHS 180° 121' Msgr:0.375"3/8" EHS 250° 49' Msgr:0.375"3/8" EHS 90° 150' Msgr:0.375"

Page 32: Analysis Report
Page 33: Analysis Report
Page 34: Analysis Report

Pole ID:Pole_L-699.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 1 of 4 2 Worst Wind Per Guy Wire 3 Wind At 90°

Pole Num: L-699 Pole Length / Class: 40 / 6 Code: NESC Structure Type: Unguyed TangentAux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: UnguyedAux Data 2 Unset Setting Depth (ft): 6.00 Construction Grade: C Pole Strength Factor: 0.85Aux Data 3 Unset G/L Circumference (in): 28.50 Loading District: Heavy Transverse Wind LF: 1.75Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.00Aux Data 5 Unset Allowable Stress (psi): 6,800 Wind Speed (mph): 39.53 Vertical LF: 1.90Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00Latitude: 0 Deg 0 Min 0.000000 Sec N Longitude: 0 Deg 0 Min 0.000000 Sec E Elevation: 0 Feet

Pole Capacity Utilization (%) Height(ft)

Wind Angle(deg)

Maximum 92.4 0.0 90.0Groundline 92.4 0.0 90.0Vertical 48.1 24.4 90.0

Pole Moments (ft-lb) Load Angle(deg)

Wind Angle(deg)

Max Cap Util 37,986 89.4 90.0Groundline 37,986 89.4 90.0GL Allowable 41,535

Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 89.4°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)Powers 776 54.3 24,269 64.3 58.4 3,973 1,623 25 3,998 58.8Comms 497 34.8 10,880 28.8 26.2 1,781 1,170 18 1,799 26.5Pole 144 10.1 2,236 5.9 5.4 366 1,132 18 384 5.6Crossarms 8 0.5 239 0.6 0.6 39 122 2 41 0.6Insulators 4 0.3 131 0.4 0.3 22 59 1 22 0.3Pole Load 1,428 100.0 37,755 100.0 90.9 6,181 4,106 64 6,245 91.8Pole Reserve Capacity 3,780 9.1 619 555 8.2

Page 35: Analysis Report

Pole ID:Pole_L-699.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 2 of 4 2 Worst Wind Per Guy Wire 3 Wind At 90°

Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 89.4°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)DTE 787 55.2 24,630 65.2 59.3 4,032 1,785 28 4,060 59.7CATV 264 18.5 5,949 15.8 14.3 974 590 9 983 14.5TELCO 232 16.3 4,940 13.1 11.9 809 599 9 818 12.0AT&T 144 10.1 2,236 5.9 5.4 366 1,132 18 384 5.6<Undefined> 0 0.0 0 0.0 0.0 0 0 0 0 0.0Totals: 1,428 100.0 37,755 100.0 90.9 6,181 4,106 64 6,245 91.8

Detailed Load Components:Power Owner Height

(ft)Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.30 0.6840 1.51 0.365 188.0 0.0 188.0 2,620 873 722 3,110 4,705

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.30 0.6840 1.29 0.365 168.0 180.0 168.0 2,620 -873 645 2,780 2,551

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.30 0.6840 1.51 0.365 188.0 0.0 188.0 2,620 873 -720 3,110 3,263

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.30 0.6840 1.29 0.365 168.0 180.0 168.0 2,620 -873 -644 2,780 1,263

Neutral 1/0 COPPER 7STRAND

DTE 29.02 6.25 0.3684 2.18 0.326 188.0 0.0 188.0 1,045 300 81 2,177 2,558

Neutral 1/0 COPPER 7STRAND

DTE 29.02 6.25 0.3684 1.80 0.326 168.0 180.0 168.0 1,045 -300 72 1,946 1,718

Secondary 1/0 COPPER 7STRAND

DTE 28.22 6.25 0.3684 2.18 0.326 188.0 0.0 188.0 1,045 292 81 2,117 2,490

Secondary 1/0 COPPER 7STRAND

DTE 28.22 6.25 0.3684 1.80 0.326 168.0 180.0 168.0 1,045 -292 72 1,892 1,672

Secondary 1/0 COPPER 7STRAND

DTE 27.42 6.25 0.3684 2.18 0.326 188.0 0.0 188.0 1,045 283 81 2,057 2,421

Secondary 1/0 COPPER 7STRAND

DTE 27.42 6.25 0.3684 1.80 0.326 168.0 180.0 168.0 1,045 -283 72 1,838 1,627

Totals: 0 461 23,808 24,269

Page 36: Analysis Report

Pole ID:Pole_L-699.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 3 of 4 2 Worst Wind Per Guy Wire 3 Wind At 90°

Comm Owner Height(ft)

Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Overlashed Bundle 1/4" EHS CATV 21.42 5.88 0.2500 1.27 0.121 188.0 0.0 188.0 1,800 381 48 1,780 2,209CATV 3/4" CATV CATV 21.39 5.54 0.7500 0.161 188.0 0.0 188.0 48 605 653CATV 3/4" CATV CATV 21.39 6.24 0.7500 0.161 188.0 0.0 188.0 54 605 659Overlashed Bundle 1/4" EHS CATV 21.42 5.88 0.2500 1.02 0.121 168.0 180.0 168.0 1,800 -381 43 1,591 1,252CATV 3/4" CATV CATV 21.39 5.54 0.7500 0.161 168.0 180.0 168.0 43 540 583CATV 3/4" CATV CATV 21.39 6.24 0.7500 0.161 168.0 180.0 168.0 49 540 589Overlashed Bundle 3/8" EHS TELCO 20.00 5.96 0.3750 1.64 0.273 188.0 0.0 188.0 2,295 454 72 1,775 2,301Telco Telco 100 Pr. TELCO 19.95 5.96 0.8800 0.390 188.0 0.0 188.0 82 677 759Overlashed Bundle 3/8" EHS TELCO 20.00 5.96 0.3750 1.32 0.273 168.0 180.0 168.0 2,295 -454 64 1,586 1,197Telco Telco 100 Pr. TELCO 19.95 5.96 0.8800 0.390 168.0 180.0 168.0 74 605 678

Totals: 0 577 10,303 10,880

Crossarm Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitHeight

(in)

Unit Depth(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Normal 8'x3.5"x4.5" SP 2 Pin DTE 33.00 5.16 0.0 0.0 50.00 5.80 4.80 96.00 0 71 72Pole Extension 3-Wire Secondary

Bracket Pole MountDTE 28.22 4.04 90.0 90.0 14.00 24.00 2.00 3.00 9 158 167

Totals: 9 229 239

Insulator Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitDiameter

(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Pin 15kV Pin Insulator DTE 33.24 44.00 83.3 0.0 8.99 6.00 5.00 63 48 111Pin 15kV Pin Insulator DTE 33.24 -44.00 276.7 0.0 8.99 6.00 5.00 -63 48 -14Spool Spool Insulator - 20 kV DTE 29.02 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8Spool Spool Insulator - 20 kV DTE 28.22 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8Spool Spool Insulator - 20 kV DTE 27.42 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8Bolt CATV / 3-Bolt CATV 21.42 0.00 90.0 0.0 5.00 3.00 0.00 5 0 5Bolt TELCO / 3-Bolt TELCO 20.00 0.00 90.0 0.0 5.00 3.00 0.00 5 0 5

Totals: 12 119 131

Pole BucklingBucklingConstant

BucklingColumnHeight*

(ft)

BucklingSectionHeight

(% BucklingCol. Hgt.)

BucklingSection

Diameter(in)

MinimumBuckling

Diameter atGL(in)

Diameter atTip(in)

Diameter atGL(in)

Modulus ofElasticity

(psi)

PoleDensity

(pcf)

Ice Density(pcf)

Pole TipHeight

(ft)

BucklingLoad

Capacity atHeight(lbs)

BucklingLoad

Applied atHeight(lbs)

BucklingLoad Factor

of Safety

2.00 24.42 34.35 8.17 15.88 5.41 9.08 1.60e+6 60.00 57.00 34.00 8,538 4,106 2.08

Page 37: Analysis Report

Pole ID:Pole_L-699.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 4 of 4 2 Worst Wind Per Guy Wire 3 Wind At 90°

NotesDate Author Description

11/6/2016 Ocalc Note (Ocalc)Recommend upgrading L-699 to a Class 4 pole.

Page 38: Analysis Report
Page 39: Analysis Report

O-Calc® Pro Pole NotesPole Identification: L-699

Report Created: 11/6/2016File: Pole_L-699.pplx

Description: Note: Note (Ocalc)Owner: <Undefined>Date: 11/6/2016Author: Ocalc

Recommend upgrading L-699 to a Class 4 pole.

Page 40: Analysis Report

O-Calc® Pro Schematic ViewPole Identification: L-699

Report Created: 11/6/2016File: Pole_L-699.pplx

1 - 33.7' (403.9")Primary 0° 188' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)Primary 180° 168' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)Primary 0° 188' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)Primary 180° 168' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)

2 - 33' (396")Normal 8ft 4.8in x 5.8in

3 - 29' (348.2")Neutral 0° 188' 0.368" (1/0 COPPER 7 STRAND)Neutral 180° 168' 0.368" (1/0 COPPER 7 STRAND)

4 - 28.2' (338.6")Pole Extension 0.2ft 2in x 24in Voff=6.0

5 - 28.2' (338.6")Secondary 0° 188' 0.368" (1/0 COPPER 7 STRAND)Secondary 180° 168' 0.368" (1/0 COPPER 7 STRAND)

Page 41: Analysis Report

6 - 27.4' (329")Secondary 0° 188' 0.368" (1/0 COPPER 7 STRAND)Secondary 180° 168' 0.368" (1/0 COPPER 7 STRAND)

7 - 21.4' (257")1/4" EHS 0° 188' Msgr:0.250"1/4" EHS 180° 168' Msgr:0.250"

8 - 20' (240")3/8" EHS 0° 188' Msgr:0.375"3/8" EHS 180° 168' Msgr:0.375"

Page 42: Analysis Report
Page 43: Analysis Report
Page 44: Analysis Report

Pole ID:Pole_L-700.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 1 of 3 2 Worst Wind Per Guy Wire 3 Wind At 90°

Pole Num: L-700 Pole Length / Class: 40 / 5 Code: NESC Structure Type: Unguyed TangentAux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: UnguyedAux Data 2 Unset Setting Depth (ft): 6.00 Construction Grade: C Pole Strength Factor: 0.85Aux Data 3 Unset G/L Circumference (in): 31.00 Loading District: Heavy Transverse Wind LF: 1.75Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.00Aux Data 5 Unset Allowable Stress (psi): 6,800 Wind Speed (mph): 39.53 Vertical LF: 1.90Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00Latitude: 0 Deg 0 Min 0.000000 Sec N Longitude: 0 Deg 0 Min 0.000000 Sec E Elevation: 0 Feet

Pole Capacity Utilization (%) Height(ft)

Wind Angle(deg)

Maximum 67.3 0.0 90.0Groundline 67.3 0.0 90.0Vertical 31.6 23.5 90.0

Pole Moments (ft-lb) Load Angle(deg)

Wind Angle(deg)

Max Cap Util 35,558 89.4 90.0Groundline 35,558 89.4 90.0GL Allowable 53,452

Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 89.4°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)Powers 752 53.6 23,429 66.4 43.8 2,981 1,573 21 3,001 44.1Comms 481 34.3 9,048 25.6 16.9 1,151 1,134 15 1,166 17.1Pole 158 11.3 2,468 7.0 4.6 314 1,364 18 332 4.9Crossarms 8 0.6 238 0.7 0.5 30 122 2 32 0.5Insulators 4 0.3 122 0.3 0.2 16 59 1 16 0.2Pole Load 1,403 100.0 35,305 100.0 66.1 4,491 4,252 56 4,547 66.9Pole Reserve Capacity 18,147 34.0 2,309 2,253 33.1

Page 45: Analysis Report

Pole ID:Pole_L-700.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 2 of 3 2 Worst Wind Per Guy Wire 3 Wind At 90°

Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 89.4°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)DTE 763 54.4 23,789 67.4 44.5 3,026 1,734 23 3,049 44.8CATV 256 18.3 5,252 14.9 9.8 668 572 7 676 9.9TELCO 225 16.1 3,795 10.8 7.1 483 581 8 490 7.2AT&T 158 11.3 2,468 7.0 4.6 314 1,364 18 332 4.9Totals: 1,403 100.0 35,305 100.0 66.1 4,491 4,252 56 4,547 66.9

Detailed Load Components:Power Owner Height

(ft)Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.34 0.6840 1.29 0.365 168.0 0.0 168.0 2,620 965 645 2,780 4,389

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.34 0.6840 1.39 0.365 177.0 180.0 177.0 2,620 -965 680 2,928 2,644

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.34 0.6840 1.29 0.365 168.0 0.0 168.0 2,620 965 -643 2,780 3,101

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.66 44.34 0.6840 1.39 0.365 177.0 180.0 177.0 2,620 -965 -678 2,928 1,286

Neutral 1/0 COPPER 7STRAND

DTE 28.80 6.25 0.3684 1.80 0.326 168.0 0.0 168.0 1,045 329 72 1,931 2,332

Neutral 1/0 COPPER 7STRAND

DTE 28.80 6.25 0.3684 1.97 0.326 177.0 180.0 177.0 1,045 -329 76 2,034 1,781

Secondary 1/0 COPPER 7STRAND

DTE 28.00 6.25 0.3684 1.80 0.326 168.0 0.0 168.0 1,045 320 72 1,877 2,269

Secondary 1/0 COPPER 7STRAND

DTE 28.00 6.25 0.3684 1.97 0.326 177.0 180.0 177.0 1,045 -320 76 1,978 1,734

Secondary 1/0 COPPER 7STRAND

DTE 27.20 6.25 0.3684 1.80 0.326 168.0 0.0 168.0 1,045 311 72 1,824 2,206

Secondary 1/0 COPPER 7STRAND

DTE 27.20 6.25 0.3684 1.97 0.326 177.0 180.0 177.0 1,045 -311 76 1,921 1,687

Totals: 0 447 22,982 23,429

Page 46: Analysis Report

Pole ID:Pole_L-700.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 3 of 3 2 Worst Wind Per Guy Wire 3 Wind At 90°

Comm Owner Height(ft)

Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Overlashed Bundle 1/4" EHS CATV 19.33 6.35 0.2500 1.02 0.121 168.0 0.0 168.0 1,800 380 46 1,435 1,862CATV 3/4" CATV CATV 19.30 6.01 0.7500 0.161 168.0 0.0 168.0 47 487 534CATV 3/4" CATV CATV 19.30 6.70 0.7500 0.161 168.0 0.0 168.0 52 487 540Overlashed Bundle 1/4" EHS CATV 19.33 6.35 0.2500 1.13 0.121 177.0 180.0 177.0 1,800 -380 48 1,512 1,180CATV 3/4" CATV CATV 19.30 6.01 0.7500 0.161 177.0 180.0 177.0 49 514 563CATV 3/4" CATV CATV 19.30 6.70 0.7500 0.161 177.0 180.0 177.0 55 514 569Overlashed Bundle 3/8" EHS TELCO 18.25 6.41 0.3750 1.32 0.273 168.0 0.0 168.0 2,295 458 -69 1,447 1,836Telco Telco 100 Pr. TELCO 18.20 6.41 0.8800 0.390 168.0 0.0 168.0 -79 552 472Overlashed Bundle 3/8" EHS TELCO 18.25 6.41 0.3750 1.46 0.273 177.0 180.0 177.0 2,295 -458 -73 1,525 994Telco Telco 100 Pr. TELCO 18.20 6.41 0.8800 0.390 177.0 180.0 177.0 -84 581 498

Totals: 0 -8 9,055 9,048

Crossarm Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitHeight

(in)

Unit Depth(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Normal 8'x3.5"x4.5" SP 2 Pin DTE 33.00 5.48 0.0 0.0 50.00 5.80 4.80 96.00 0 71 72Pole Extension 3-Wire Secondary

Bracket Pole MountDTE 28.00 4.39 90.0 90.0 14.00 24.00 2.00 3.00 10 157 167

Totals: 10 228 238

Insulator Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitDiameter

(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Pin 15kV Pin Insulator DTE 33.24 44.00 82.9 0.0 8.99 6.00 5.00 63 48 111Pin 15kV Pin Insulator DTE 33.24 -44.00 277.1 0.0 8.99 6.00 5.00 -63 48 -14Spool Spool Insulator - 20 kV DTE 28.80 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8Spool Spool Insulator - 20 kV DTE 28.00 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8Spool Spool Insulator - 20 kV DTE 27.20 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8Bolt CATV / 3-Bolt CATV 19.33 0.00 90.0 0.0 5.00 3.00 0.00 5 0 5Bolt TELCO / 3-Bolt TELCO 18.25 0.00 270.0 0.0 5.00 3.00 0.00 -5 0 -5

Totals: 3 118 122

Pole BucklingBucklingConstant

BucklingColumnHeight*

(ft)

BucklingSectionHeight

(% BucklingCol. Hgt.)

BucklingSection

Diameter(in)

MinimumBuckling

Diameter atGL(in)

Diameter atTip(in)

Diameter atGL(in)

Modulus ofElasticity

(psi)

PoleDensity

(pcf)

Ice Density(pcf)

Pole TipHeight

(ft)

BucklingLoad

Capacity atHeight(lbs)

BucklingLoad

Applied atHeight(lbs)

BucklingLoad Factor

of Safety

2.00 23.46 34.01 8.97 15.88 6.05 9.87 1.60e+6 60.00 57.00 34.00 13,466 4,252 3.17

Page 47: Analysis Report
Page 48: Analysis Report

O-Calc® Pro Schematic ViewPole Identification: L-700

Report Created: 11/6/2016File: Pole_L-700.pplx

1 - 33.7' (403.9")Primary 0° 168' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)Primary 180° 177' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)Primary 0° 168' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)Primary 180° 177' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)

2 - 33' (396")Normal 8ft 4.8in x 5.8in

3 - 28.8' (345.6")Neutral 0° 168' 0.368" (1/0 COPPER 7 STRAND)Neutral 180° 177' 0.368" (1/0 COPPER 7 STRAND)

4 - 28' (336")Pole Extension 0.2ft 2in x 24in Voff=6.0

5 - 28' (336")Secondary 0° 168' 0.368" (1/0 COPPER 7 STRAND)Secondary 180° 177' 0.368" (1/0 COPPER 7 STRAND)

Page 49: Analysis Report

6 - 27.2' (326.4")Secondary 0° 168' 0.368" (1/0 COPPER 7 STRAND)Secondary 180° 177' 0.368" (1/0 COPPER 7 STRAND)

7 - 19.3' (232")1/4" EHS 0° 168' Msgr:0.250"1/4" EHS 180° 177' Msgr:0.250"

8 - 18.2' (219")3/8" EHS 0° 168' Msgr:0.375"3/8" EHS 180° 177' Msgr:0.375"

Page 50: Analysis Report
Page 51: Analysis Report
Page 52: Analysis Report

Pole ID:Pole_L-701.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 1 of 5 2 Worst Wind Per Guy Wire 3 Wind At 90°

Pole Num: L-701 Pole Length / Class: 40 / 5 Code: NESC Structure Type: Guyed TangentAux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: Guy Wires AdequateAux Data 2 Unset Setting Depth (ft): 6.00 Construction Grade: C Pole Strength Factor: 0.85Aux Data 3 Unset G/L Circumference (in): 31.00 Loading District: Heavy Transverse Wind LF: 1.75Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.30Aux Data 5 Unset Allowable Stress (psi): 6,800 Wind Speed (mph): 39.53 Vertical LF: 1.90Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00Latitude: 0 Deg 0 Min 0.000000 Sec N Longitude: 0 Deg 0 Min 0.000000 Sec E Elevation: 0 Feet

Pole Capacity Utilization (%) Height(ft)

Wind Angle(deg)

Maximum 60.3 0.0 90.0Groundline 60.3 0.0 90.0Vertical 5.1 24.0 0.0

Pole Moments (ft-lb) Load Angle(deg)

Wind Angle(deg)

Max Cap Util 31,673 99.9 90.0Groundline 31,673 99.9 90.0GL Allowable 53,452

Guy System Component Summary Load From Worst WindAngle on Pole

Individual Maximum Load

Description Lead Length(ft)

Lead Angle(deg)

Height(ft)

NominalCapacity (%)

Wind Angle(deg)

Max LoadCapacity (%)

Wind Angle(deg)

? Single Helix Anchor 145.0 180.0 36.4 90.0 37.4 0.0     ? EHS 1/2 (Span/Head) 32.0 30.1 90.0 34.0 0.0

System Capacity Summary: Adequate Adequate

Page 53: Analysis Report

Pole ID:Pole_L-701.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 2 of 5 2 Worst Wind Per Guy Wire 3 Wind At 90°

Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 99.9°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)Powers -615 -45.3 -22,551 -71.3 -42.2 -2,869 1,165 15 -2,854 -42.0Comms 443 32.6 8,187 25.9 15.3 1,042 1,058 14 1,055 15.5GuyBraces 1,315 96.8 42,084 133.1 78.7 5,354 88 1 5,355 78.7PowerEquipments 41 3.0 873 2.8 1.6 111 1,273 17 128 1.9Pole 156 11.4 2,432 7.7 4.6 309 1,364 18 327 4.8Crossarms 10 0.7 294 0.9 0.6 37 217 3 40 0.6Insulators 9 0.7 290 0.9 0.5 37 59 1 38 0.6Pole Load 1,358 100.0 31,610 100.0 59.1 4,021 5,224 68 4,090 60.1Pole Reserve Capacity 21,842 40.9 2,779 2,710 39.9

Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 99.9°ShearLoad*(lbs)

AppliedLoad(%)

BendingMoment

(ft-lb)

AppliedMoment

(%)

PoleCapacity

(%)

BendingStress(+/- psi)

VerticalLoad(lbs)

VerticalStress(psi)

TotalStress(psi)

PoleCapacity

(%)DTE 760 56.0 20,991 66.4 39.3 2,670 2,782 36 2,707 39.8CATV 236 17.3 4,772 15.1 8.9 607 534 7 614 9.0TELCO 207 15.2 3,415 10.8 6.4 435 543 7 442 6.5AT&T 156 11.4 2,432 7.7 4.6 309 1,364 18 327 4.8Totals: 1,358 100.0 31,610 100.0 59.1 4,021 5,224 68 4,090 60.1

Page 54: Analysis Report

Pole ID:Pole_L-701.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 3 of 5 2 Worst Wind Per Guy Wire 3 Wind At 90°

Detailed Load Components:Power Owner Height

(ft)Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Neutral 1/0 COPPER 7STRAND

DTE 26.80 6.25 0.3684 1.97 0.326 177.0 0.0 177.0 1,045 -6,232 75 1,865 -4,292

Neutral 1/0 COPPER 7STRAND

DTE 26.80 6.25 0.3684 1.41 0.326 145.0 180.0 145.0 1,045 6,232 61 1,528 7,821

Secondary 1/0 COPPER 7STRAND

DTE 26.00 6.25 0.3684 1.97 0.326 177.0 0.0 177.0 1,045 -6,046 75 1,810 -4,161

Secondary 1/0 COPPER 7STRAND

DTE 26.00 6.25 0.3684 1.41 0.326 145.0 180.0 145.0 1,045 6,046 61 1,482 7,589

Secondary 1/0 COPPER 7STRAND

DTE 25.20 6.25 0.3684 1.97 0.326 177.0 0.0 177.0 1,045 -5,860 75 1,754 -4,031

Secondary 1/0 COPPER 7STRAND

DTE 25.20 6.25 0.3684 1.41 0.326 145.0 180.0 145.0 1,045 5,860 61 1,437 7,358

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.00 56.52 0.6840 1.39 0.365 177.0 0.0 177.0 2,620 -19,239 -42 2,827 -16,454

Primary ACSR 336.4 KCM18/1 MERLIN

DTE 33.00 56.52 0.6840 1.39 0.365 177.0 0.0 177.0 2,620 -19,239 31 2,827 -16,381

Totals: -38,477 398 15,529 -22,551

Comm Owner Height(ft)

Horiz.Offset

(in)

CableDiameter

(in)

Sag atMax

Temp(ft)

CableWeight(lbs/ft)

Lead/SpanLength

(ft)

SpanAngle(deg)

WireLength

(ft)

Tension(lbs)

TensionMoment*

(ft-lb)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Overlashed Bundle 1/4" EHS CATV 19.08 6.36 0.2500 1.13 0.121 177.0 0.0 177.0 1,800 -7,642 48 1,471 -6,123CATV 3/4" CATV CATV 19.05 6.02 0.7500 0.161 177.0 0.0 177.0 49 499 548CATV 3/4" CATV CATV 19.05 6.71 0.7500 0.161 177.0 0.0 177.0 54 499 553Overlashed Bundle 1/4" EHS CATV 19.08 6.36 0.2500 0.76 0.121 145.0 180.0 145.0 1,800 7,642 39 1,205 8,886CATV 3/4" CATV CATV 19.05 6.02 0.7500 0.161 145.0 180.0 145.0 40 409 449CATV 3/4" CATV CATV 19.05 6.71 0.7500 0.161 145.0 180.0 145.0 44 409 453Overlashed Bundle 3/8" EHS TELCO 17.89 6.43 0.3750 1.46 0.273 177.0 0.0 177.0 2,295 -9,138 -72 1,473 -7,737Telco Telco 100 Pr. TELCO 17.84 6.43 0.8800 0.390 177.0 0.0 177.0 -83 562 479Overlashed Bundle 3/8" EHS TELCO 17.89 6.43 0.3750 0.99 0.273 145.0 180.0 145.0 2,295 9,138 -59 1,207 10,286Telco Telco 100 Pr. TELCO 17.84 6.43 0.8800 0.390 145.0 180.0 145.0 -68 460 392

Totals: 0 -7 8,194 8,187

PowerEquipment Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitHeight

(in)

UnitDepth

(in)

UnitDiameter

(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Momentat GL*(ft-lb)

Transformer 1PH-50KVA DTE 28.91 16.81 0.0 0.0 670.00 37.00 -- 23.00 -- -305 1,178 873Totals: -305 1,178 873

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User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 4 of 5 2 Worst Wind Per Guy Wire 3 Wind At 90°

Crossarm Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitHeight

(in)

Unit Depth(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Pole Extension 3-Wire Secondary

Bracket Pole MountDTE 26.00 4.50 90.0 90.0 14.00 24.00 2.00 3.00 10 143 153

Normal 8' x 3.5" x 4.5" SP - 2Deadend

DTE 33.00 5.48 180.0 180.0 50.00 5.80 4.80 96.00 0 141 141

Totals: 10 284 294

Insulator Owner Height(ft)

Horiz.Offset

(in)

OffsetAngle(deg)

RotateAngle(deg)

UnitWeight

(lbs)

UnitDiameter

(in)

UnitLength

(in)

OffsetMoment*

(ft-lb)

WindMoment*

(ft-lb)

Moment atGL*

(ft-lb)Spool Spool Insulator - 20 kV DTE 26.80 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8Spool Spool Insulator - 20 kV DTE 26.00 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8Spool Spool Insulator - 20 kV DTE 25.20 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8Bolt CATV / 3-Bolt CATV 19.08 0.00 90.0 0.0 5.00 3.00 0.00 5 0 5Bolt TELCO / 3-Bolt TELCO 17.89 0.00 270.0 0.0 5.00 3.00 0.00 -5 0 -5Deadend Deadend Insulator DTE 33.00 44.00 277.1 180.0 8.99 3.00 30.00 -70 142 72Deadend Deadend Insulator DTE 33.00 -44.00 82.9 180.0 8.99 3.00 30.00 53 142 195

Totals: -14 304 290

Guy Wire and Brace Owner AttachHeight

(ft)

End Height(ft)

Lead/SpanLength

(ft)

WireDiameter

(in)

PercentSolid(%)

Lead Angle(deg)

InclineAngle(deg)

Wire Weight(lbs/ft)

Rest Length(ft)

StretchLength

(in)

EHS 1/2 Span/Head DTE 32.00 32.00 145.00 0.625 75.00 180.0 0.0 0.517 143.24 2.37

Guy Wire and Brace(Loads and Reactions)

ElasticModulus

(psi)

RatedTensile

Strength(lbs)

GuyStrengthFactor

AllowableTension

(lbs)

InitialTension

(lbs)

LoadedTension*²

(lbs)

MaximumTension²

(lbs)

AppliedTension³

(lbs)

VerticalLoad(lbs)

Shear LoadIn Guy Dir

(lbs)

Shear LoadAt Report

Angle(lbs)

Moment atGL³

(ft-lb)

EHS 1/2 Span/Head 2.30e+7 26,900 0.90 24,210 700 8,230 7,482 7,287 0 7,287 1,247 42,084

Totals: 0 7,287 1,247 42,084

Anchor/Rod Load Summary Owner Rod LengthAGL(in)

Lead Length(ft)

Lead Angle(deg)

Strength ofAssembly

(lbs)

Anchor/RodStrengthFactor

AllowableLoad(lbs)

Max Load²(lbs)

Load at PoleMCU³(lbs)

MaxRequired

Capacity² (%)Single Helix Anchor DTE 18.00 145.00 180.0 20,000 1.00 20,000 7,482 7,287 37.4

Pole BucklingBucklingConstant

BucklingColumnHeight*

(ft)

BucklingSectionHeight

(% BucklingCol. Hgt.)

BucklingSection

Diameter(in)

MinimumBuckling

Diameter atGL(in)

Diameter atTip(in)

Diameter atGL(in)

Modulus ofElasticity

(psi)

PoleDensity

(pcf)

Ice Density(pcf)

Pole TipHeight

(ft)

BucklingLoad

Capacity atHeight(lbs)

BucklingLoad

Applied atHeight(lbs)

BucklingLoad Factor

of Safety

0.71 24.00 34.10 8.95 10.56 6.05 9.87 1.60e+6 60.00 57.00 34.00 101,883 5,224 19.50

Page 56: Analysis Report

Pole ID:Pole_L-701.pplx O-Calc® Pro Analysis Report Sunday, November 6, 2016 6:50 AM

User:Ocalc COMPUTER OCP:5.02 * Includes Load Factor(s) Page 5 of 5 2 Worst Wind Per Guy Wire 3 Wind At 90°

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O-Calc® Pro Schematic ViewPole Identification: L-701

Report Created: 11/6/2016File: Pole_L-701.pplx

1 - 33' (396")Normal 8ft 4.8in x 5.8in

2 - 33' (396")Primary 0° 177' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)Primary 0° 177' 0.684" (ACSR 336.4 KCM 18/1 MERLIN)

3 - 32' (384")EHS 1/2 Span/Head Guy 32.0 ft hgt

4 - 28.9' (346.9")Transformer 1PH-50KVA

5 - 26.8' (321.6")Neutral 0° 177' 0.368" (1/0 COPPER 7 STRAND)Neutral 180° 145' 0.368" (1/0 COPPER 7 STRAND)

6 - 26' (312")Pole Extension 0.2ft 2in x 24in Voff=6.0

Page 59: Analysis Report

7 - 26' (312")Secondary 0° 177' 0.368" (1/0 COPPER 7 STRAND)Secondary 180° 145' 0.368" (1/0 COPPER 7 STRAND)

8 - 25.2' (302.4")Secondary 0° 177' 0.368" (1/0 COPPER 7 STRAND)Secondary 180° 145' 0.368" (1/0 COPPER 7 STRAND)

9 - 19.1' (228.9")1/4" EHS 0° 177' Msgr:0.250"1/4" EHS 180° 145' Msgr:0.250"

10 - 17.9' (214.7")3/8" EHS 0° 177' Msgr:0.375"3/8" EHS 180° 145' Msgr:0.375"

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O-Calc® Pro Group Summary ReportPole Group: 256-340_Reports_1

Report Created: 11/6/2016

Pole StructureType

GuyingStatus

BendingMomentCapacity(lb-ft)

BendingMomentat GL(lb-ft)

PoleGroundlineCapacityUtilization

PoleMaximumCapacityUtilization

VerticalBucklingCapacityUtilization

L-618 Angle Guys areadequate

35996.7 26658.4 77.6% 77.6% 13.2%

L-629 UnguyedTangent

Unguyed 29171.2 22895.1 78.8% 78.8% 7.2%

L-631 UnguyedTangent

Unguyed 44544.6 35080.5 79.2% 79.2% 11.0%

L-632 GuyedTangent

Guys areadequate

67454.7 7136.9 11.2% 48.9% 17.5%

L-699 UnguyedTangent

Unguyed 41534.8 37985.6 92.4% 92.4% 48.1%

L-700 UnguyedTangent

Unguyed 53451.9 35558.1 67.3% 67.3% 31.6%

L-701 GuyedTangent

Guys areadequate

53451.9 31672.6 60.3% 60.3% 5.1%