More Related Content Similar to Analysis Report Similar to Analysis Report (20) 1. 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
2. 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°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
Powers 1,486 105.3 33,873 124.0 94.1 6,399 506 9 6,407 94.2
Comms 1,527 108.3 25,359 92.8 70.5 4,790 697 12 4,802 70.6
GuyBraces -1,730 -122.6 -33,718 -123.4 -93.7 -6,370 11,977 204 -6,166 -90.7
Pole 121 8.6 1,647 6.0 4.6 311 923 16 327 4.8
Crossarms 6 0.4 135 0.5 0.4 26 27 0 26 0.4
Insulators 1 0.1 30 0.1 0.1 6 25 0 6 0.1
Pole Load 1,411 100.0 27,325 100.0 75.9 5,162 14,154 241 5,403 79.5
Pole Reserve Capacity 8,672 24.1 1,638 1,397 20.5
Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 8.9°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
DTE 666 47.2 15,019 55.0 41.7 2,837 4,621 79 2,916 42.9
CATV 717 50.8 12,531 45.9 34.8 2,367 344 6 2,373 34.9
TELCO -93 -6.6 -1,873 -6.9 -5.2 -354 8,267 141 -213 -3.1
AT&T 121 8.6 1,647 6.0 4.6 311 923 16 327 4.8
Totals: 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at GL*
(ft-lb)
Neutral 1/0 COPPER 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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
3. 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at 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 7,312
CATV 3/4" CATV CATV 17.21 5.64 0.7500 0.161 135.0 90.0 135.0 35 343 377
CATV 3/4" CATV CATV 17.21 6.14 0.7500 0.161 135.0 90.0 135.0 37 343 380
Overlashed 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 4,160
CATV 3/4" CATV CATV 17.21 5.64 0.7500 0.161 70.0 310.0 70.0 18 130 148
CATV 3/4" CATV CATV 17.21 6.14 0.7500 0.161 70.0 310.0 70.0 19 130 150
Overlashed 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 8,285
Telco Telco 200 Pr. TELCO 15.57 5.97 0.9400 0.480 135.0 90.0 135.0 65 387 452
Overlashed 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 3,914
Telco 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)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit Depth
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(ft-lb)
Pole Extension 3-Wire Secondary
Bracket Pole Mount
DTE 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)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(ft-lb)
Bolt CATV / 3-Bolt CATV 17.24 0.00 20.0 290.0 5.00 3.00 0.00 5 0 5
Bolt TELCO / 3-Bolt TELCO 15.62 0.00 20.0 290.0 5.00 3.00 0.00 5 0 5
Spool Spool Insulator - 20 kV DTE 23.42 4.00 0.0 0.0 1.00 2.50 2.12 1 6 7
Spool Spool Insulator - 20 kV DTE 22.62 4.00 0.0 0.0 1.00 2.50 2.12 1 6 7
Spool 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 Attach
Height
(ft)
End Height
(ft)
Lead/Span
Length
(ft)
Wire
Diameter
(in)
Percent
Solid
(%)
Lead Angle
(deg)
Incline
Angle
(deg)
Wire Weight
(lbs/ft)
Rest Length
(ft)
Stretch
Length
(in)
EHS 1/2 Down DTE 23.00 0.00 30.00 0.5 75.00 265.0 37.4 0.517 37.60 0.59
EHS 3/8 Down TELCO 16.29 0.00 12.00 0.375 75.00 265.0 53.5 0.273 20.06 0.82
4. 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)
Elastic
Modulus
(psi)
Rated
Tensile
Strength
(lbs)
Guy
Strength
Factor
Allowable
Tension
(lbs)
Initial
Tension
(lbs)
Loaded
Tension*²
(lbs)
Maximum
Tension²
(lbs)
Applied
Tension³
(lbs)
Vertical
Load
(lbs)
Shear Load
In Guy Dir
(lbs)
Shear Load
At Report
Angle
(lbs)
Moment at
GL³
(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 -19,009
EHS 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 Length
AGL
(in)
Lead Length
(ft)
Lead Angle
(deg)
Strength of
Assembly
(lbs)
Anchor/Rod
Strength
Factor
Allowable
Load
(lbs)
Max Load²
(lbs)
Load at Pole
MCU³
(lbs)
Max
Required
Capacity² (%)
Expanding - 8" - Soil Class 4 DTE 0.00 30.00 265.0 22,000 1.00 22,000 4,467 4,418 20.3
Expanding - 8" - Soil Class 4 TELCO 0.00 12.00 265.0 22,000 1.00 22,000 6,508 6,474 29.6
Pole Buckling
Buckling
Constant
Buckling
Column
Height*
(ft)
Buckling
Section
Height
(% Buckling
Col. Hgt.)
Buckling
Section
Diameter
(in)
Minimum
Buckling
Diameter at
GL
(in)
Diameter at
Tip
(in)
Diameter at
GL
(in)
Modulus of
Elasticity
(psi)
Pole
Density
(pcf)
Ice Density
(pcf)
Pole Tip
Height
(ft)
Buckling
Load
Capacity at
Height
(lbs)
Buckling
Load
Applied at
Height
(lbs)
Buckling
Load 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
6. O-Calc® Pro Schematic View
Pole Identification: L-618
Report Created: 11/6/2016
File: 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)
7. 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"
10. 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 Tangent
Aux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: Unguyed
Aux Data 2 Unset Setting Depth (ft): 5.00 Construction Grade: C Pole Strength Factor: 0.85
Aux Data 3 Unset G/L Circumference (in): 25.33 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: 1.00
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 78.8 0.0 265.6
Groundline 78.8 0.0 265.6
Vertical 7.2 15.1 265.6
Pole Moments (ft-lb) Load Angle
(deg)
Wind Angle
(deg)
Max Cap Util 22,895 268.7 265.6
Groundline 22,895 268.7 265.6
GL Allowable 29,171
Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 268.7°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
Powers 895 89.9 21,505 94.6 73.7 5,013 124 2 5,015 73.8
Comms 0 0.0 7 0.0 0.0 2 314 6 8 0.1
Pole 98 9.9 1,146 5.0 3.9 267 715 14 281 4.1
Insulators 2 0.2 64 0.3 0.2 15 15 0 15 0.2
Pole Load 996 100.0 22,722 100.0 77.9 5,297 1,168 23 5,320 78.2
Pole Reserve Capacity 6,449 22.1 1,503 1,480 21.8
11. 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°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
DTE 897 90.1 21,569 94.9 73.9 5,028 130 3 5,030 74.0
TELCO 0 0.0 7 0.0 0.0 2 323 6 8 0.1
AT&T 98 9.9 1,146 5.0 3.9 267 715 14 281 4.1
Totals: 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at 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 21,505
Totals: 21,474 28 2 21,505
Comm Owner Height
(ft)
Horiz.
Offset
(in)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at 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 -41,800
Telco Telco 200 Pr. TELCO 18.17 5.57 0.9400 0.480 95.0 90.0 95.0 1 1 2
Overlashed 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 41,804
Telco 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)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(ft-lb)
Bolt TELCO / 3-Bolt TELCO 18.22 0.00 180.0 90.0 5.00 3.00 0.00 0 0 0
Deadend 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 Buckling
Buckling
Constant
Buckling
Column
Height*
(ft)
Buckling
Section
Height
(% Buckling
Col. Hgt.)
Buckling
Section
Diameter
(in)
Minimum
Buckling
Diameter at
GL
(in)
Diameter at
Tip
(in)
Diameter at
GL
(in)
Modulus of
Elasticity
(psi)
Pole
Density
(pcf)
Ice Density
(pcf)
Pole Tip
Height
(ft)
Buckling
Load
Capacity at
Height
(lbs)
Buckling
Load
Applied at
Height
(lbs)
Buckling
Load 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
12. 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°
14. O-Calc® Pro Schematic View
Pole Identification: L-629
Report Created: 11/6/2016
File: 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"
17. 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 Tangent
Aux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: Unguyed
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): 29.17 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: 1.00
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 79.2 0.0 74.1
Groundline 79.2 0.0 74.1
Vertical 11.0 19.0 74.1
Pole Moments (ft-lb) Load Angle
(deg)
Wind Angle
(deg)
Max Cap Util 35,081 68.2 74.1
Groundline 35,081 68.2 74.1
GL Allowable 44,545
Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 68.2°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
Powers 1,103 80.5 30,928 88.8 69.4 4,721 327 5 4,726 69.5
Comms 103 7.5 1,979 5.7 4.4 302 306 5 307 4.5
Pole 131 9.6 1,800 5.2 4.0 275 1,094 16 291 4.3
Streetlights 28 2.1 -2 0.0 0.0 0 142 2 2 0.0
Insulators 5 0.3 133 0.4 0.3 20 21 0 21 0.3
Pole Load 1,371 100.0 34,839 100.0 78.2 5,318 1,891 28 5,346 78.6
Pole Reserve Capacity 9,706 21.8 1,482 1,454 21.4
18. 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°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
DTE 1,108 80.8 31,066 89.2 69.7 4,742 338 5 4,747 69.8
TELCO 103 7.5 1,975 5.7 4.4 302 316 5 306 4.5
AT&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 0.0
Totals: 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at 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 14,174
Secondary 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at 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 -17,127
Telco Telco 200 Pr. TELCO 20.55 6.01 0.9400 0.480 52.0 180.0 52.0 -24 179 155
Overlashed 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 18,590
Telco 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)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit
Depth
(in)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at 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 -2
Totals: -794 792 -2
Insulator Owner Height
(ft)
Horiz.
Offset
(in)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(ft-lb)
Deadend Deadend / Secondary DTE 28.00 0.00 0.0 0.0 3.00 3.80 12.75 3 66 68
Bolt TELCO / 3-Bolt TELCO 20.60 0.00 270.0 180.0 5.00 3.00 0.00 -4 0 -4
Deadend Deadend / Secondary DTE 28.00 0.00 130.0 130.0 3.00 3.80 12.75 4 66 69
Totals: 2 131 133
19. 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 Buckling
Buckling
Constant
Buckling
Column
Height*
(ft)
Buckling
Section
Height
(% Buckling
Col. Hgt.)
Buckling
Section
Diameter
(in)
Minimum
Buckling
Diameter at
GL
(in)
Diameter at
Tip
(in)
Diameter at
GL
(in)
Modulus of
Elasticity
(psi)
Pole
Density
(pcf)
Ice Density
(pcf)
Pole Tip
Height
(ft)
Buckling
Load
Capacity at
Height
(lbs)
Buckling
Load
Applied at
Height
(lbs)
Buckling
Load 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
21. O-Calc® Pro Schematic View
Pole Identification: L-631
Report Created: 11/6/2016
File: 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"
24. 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 Tangent
Aux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: Guy Wires Adequate
Aux Data 2 Unset Setting Depth (ft): 6.00 Construction Grade: C Pole Strength Factor: 0.85
Aux Data 3 Unset G/L Circumference (in): 33.50 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 48.9 25.3 122.7
Groundline 11.2 0.0 171.2
Vertical 17.5 25.4 165.6
Pole Moments (ft-lb) Load Angle
(deg)
Wind Angle
(deg)
Max Cap Util 11,105 51.9 122.7
Groundline 7,137 175.4 171.2
GL Allowable 67,455
25. 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 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)
? 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°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
Powers 4,414 773.8 133,982 986.5 198.6 13,507 969 11 13,517 198.8
Comms 2,009 352.2 37,288 274.5 55.3 3,759 1,060 12 3,771 55.5
GuyBraces -5,990 -1050.2 -160,479 -1181.6 -237.9 -16,178 16,484 185 -15,993 -235.2
PowerEquipments 25 4.4 873 6.4 1.3 88 1,273 14 102 1.5
Pole 104 18.3 1,635 12.0 2.4 165 1,618 18 183 2.7
Crossarms 7 1.1 200 1.5 0.3 20 122 1 22 0.3
Insulators 2 0.4 83 0.6 0.1 8 61 1 9 0.1
Pole Load 570 100.0 13,582 100.0 20.1 1,369 21,587 242 1,611 23.7
Pole Reserve Capacity 53,873 79.9 5,431 5,189 76.3
26. 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°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
DTE 1,379 241.7 30,702 226.1 45.5 3,095 11,267 126 3,221 47.4
TELCO 295 51.7 5,065 37.3 7.5 511 5,580 62 573 8.4
CATV -1,207 -211.7 -23,820 -175.4 -35.3 -2,401 3,121 35 -2,366 -34.8
AT&T 104 18.3 1,635 12.0 2.4 165 1,618 18 183 2.7
Totals: 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at GL*
(ft-lb)
Neutral 1/0 COPPER 7
STRAND
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 7
STRAND
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 7
STRAND
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 KCM
18/1 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 KCM
18/1 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 KCM
18/1 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 KCM
18/1 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 39,955
Totals: 127,351 123 6,508 133,982
27. 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at 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 -52,776
Telco Telco 200 Pr. TELCO 17.72 6.79 0.9400 0.480 122.0 0.0 122.0 5 27 33
Overlashed 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 52,924
Telco Telco 200 Pr. TELCO 17.72 6.79 0.9400 0.480 121.0 180.0 121.0 5 27 33
Overlashed 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 14,365
Overlashed 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 4,938
Telco Telco 200 Pr. TELCO 17.72 6.79 0.9400 0.480 150.0 90.0 150.0 7 269 275
Overlashed 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 4,349
CATV 3/4" CATV CATV 19.28 6.85 0.7500 0.161 150.0 90.0 150.0 47 234 281
CATV 3/4" CATV CATV 19.28 6.57 0.7500 0.161 150.0 90.0 150.0 46 234 279
Overlashed 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 12,338
CATV 3/4" CATV CATV 19.28 6.85 0.7500 0.161 49.0 250.0 49.0 15 109 124
CATV 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)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit
Depth
(in)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at GL*
(ft-lb)
Transformer 1PH-50KVA DTE 29.05 17.13 90.0 90.0 670.00 37.00 -- 23.00 -- 146 727 873
Totals: 146 727 873
Crossarm Owner Height
(ft)
Horiz.
Offset
(in)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit Depth
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(ft-lb)
Pole Extension 3-Wire Secondary
Bracket Pole Mount
DTE 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 4 135 138
Totals: 5 195 200
Insulator Owner Height
(ft)
Horiz.
Offset
(in)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(ft-lb)
Bolt TELCO / 3-Bolt TELCO 17.77 0.00 90.0 180.0 5.00 3.00 0.00 0 0 0
Bolt CATV / 3-Bolt CATV 19.31 0.00 180.0 90.0 5.00 3.00 0.00 5 0 5
Spool Spool Insulator - 20 kV DTE 26.20 4.00 90.0 0.0 1.00 2.50 2.12 0 4 4
Spool Spool Insulator - 20 kV DTE 25.40 4.00 90.0 0.0 1.00 2.50 2.12 0 4 4
Spool Spool Insulator - 20 kV DTE 24.60 4.00 90.0 0.0 1.00 2.50 2.12 0 4 4
Pin 15kV Pin Insulator DTE 33.24 44.00 172.5 0.0 8.99 6.00 5.00 63 29 92
Pin 15kV Pin Insulator DTE 33.24 -44.00 7.5 0.0 8.99 6.00 5.00 -62 29 -32
Spool Spool / Secondary DTE 26.24 0.00 180.0 90.0 1.00 2.50 2.12 1 4 5
Totals: 8 75 83
28. 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 Attach
Height
(ft)
End Height
(ft)
Lead/Span
Length
(ft)
Wire
Diameter
(in)
Percent
Solid
(%)
Lead Angle
(deg)
Incline
Angle
(deg)
Wire Weight
(lbs/ft)
Rest Length
(ft)
Stretch
Length
(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 0.69
EHS 1/2 Down DTE 30.92 0.00 26.00 0.5 75.00 5.0 49.8 0.517 40.21 1.09
EHS 1/4 Down CATV 19.64 0.00 23.00 0.25 75.00 5.0 40.4 0.121 29.98 1.20
EHS 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)
Elastic
Modulus
(psi)
Rated
Tensile
Strength
(lbs)
Guy
Strength
Factor
Allowable
Tension
(lbs)
Initial
Tension
(lbs)
Loaded
Tension*²
(lbs)
Maximum
Tension²
(lbs)
Applied
Tension³
(lbs)
Vertical
Load
(lbs)
Shear Load
In Guy Dir
(lbs)
Shear Load
At Report
Angle
(lbs)
Moment at
GL³
(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 44,246
EHS 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 -148,677
EHS 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 -41,321
EHS 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 Length
AGL
(in)
Lead Length
(ft)
Lead Angle
(deg)
Strength of
Assembly
(lbs)
Anchor/Rod
Strength
Factor
Allowable
Load
(lbs)
Max Load²
(lbs)
Load at Pole
MCU³
(lbs)
Max
Required
Capacity² (%)
Single Helix Anchor DTE 18.00 49.00 250.0 20,000 1.00 20,000 6,506 6,480 32.5
Expanding - 8" - Soil Class 4 DTE 0.00 26.00 5.0 22,000 1.00 22,000 7,829 7,630 35.6
Expanding - 8" - Soil Class 4 CATV 0.00 23.00 5.0 22,000 1.00 22,000 2,907 2,825 13.2
Expanding - 8" - Soil Class 4 TELCO 0.00 5.00 5.0 22,000 1.00 22,000 3,425 3,322 15.6
Pole Buckling
Buckling
Constant
Buckling
Column
Height*
(ft)
Buckling
Section
Height
(% Buckling
Col. Hgt.)
Buckling
Section
Diameter
(in)
Minimum
Buckling
Diameter at
GL
(in)
Diameter at
Tip
(in)
Diameter at
GL
(in)
Modulus of
Elasticity
(psi)
Pole
Density
(pcf)
Ice Density
(pcf)
Pole Tip
Height
(ft)
Buckling
Load
Capacity at
Height
(lbs)
Buckling
Load
Applied at
Height
(lbs)
Buckling
Load 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
30. O-Calc® Pro Schematic View
Pole Identification: L-632
Report Created: 11/6/2016
File: 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)
31. 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"
34. 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 Tangent
Aux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: Unguyed
Aux Data 2 Unset Setting Depth (ft): 6.00 Construction Grade: C Pole Strength Factor: 0.85
Aux Data 3 Unset G/L Circumference (in): 28.50 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: 1.00
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 92.4 0.0 90.0
Groundline 92.4 0.0 90.0
Vertical 48.1 24.4 90.0
Pole Moments (ft-lb) Load Angle
(deg)
Wind Angle
(deg)
Max Cap Util 37,986 89.4 90.0
Groundline 37,986 89.4 90.0
GL Allowable 41,535
Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 89.4°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
Powers 776 54.3 24,269 64.3 58.4 3,973 1,623 25 3,998 58.8
Comms 497 34.8 10,880 28.8 26.2 1,781 1,170 18 1,799 26.5
Pole 144 10.1 2,236 5.9 5.4 366 1,132 18 384 5.6
Crossarms 8 0.5 239 0.6 0.6 39 122 2 41 0.6
Insulators 4 0.3 131 0.4 0.3 22 59 1 22 0.3
Pole Load 1,428 100.0 37,755 100.0 90.9 6,181 4,106 64 6,245 91.8
Pole Reserve Capacity 3,780 9.1 619 555 8.2
35. 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°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
DTE 787 55.2 24,630 65.2 59.3 4,032 1,785 28 4,060 59.7
CATV 264 18.5 5,949 15.8 14.3 974 590 9 983 14.5
TELCO 232 16.3 4,940 13.1 11.9 809 599 9 818 12.0
AT&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 0.0
Totals: 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at GL*
(ft-lb)
Primary ACSR 336.4 KCM
18/1 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 KCM
18/1 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 KCM
18/1 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 KCM
18/1 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 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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
36. 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at 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 2,209
CATV 3/4" CATV CATV 21.39 5.54 0.7500 0.161 188.0 0.0 188.0 48 605 653
CATV 3/4" CATV CATV 21.39 6.24 0.7500 0.161 188.0 0.0 188.0 54 605 659
Overlashed 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 1,252
CATV 3/4" CATV CATV 21.39 5.54 0.7500 0.161 168.0 180.0 168.0 43 540 583
CATV 3/4" CATV CATV 21.39 6.24 0.7500 0.161 168.0 180.0 168.0 49 540 589
Overlashed 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 2,301
Telco Telco 100 Pr. TELCO 19.95 5.96 0.8800 0.390 188.0 0.0 188.0 82 677 759
Overlashed 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 1,197
Telco 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)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit Depth
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(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 72
Pole Extension 3-Wire Secondary
Bracket Pole Mount
DTE 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)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(ft-lb)
Pin 15kV Pin Insulator DTE 33.24 44.00 83.3 0.0 8.99 6.00 5.00 63 48 111
Pin 15kV Pin Insulator DTE 33.24 -44.00 276.7 0.0 8.99 6.00 5.00 -63 48 -14
Spool Spool Insulator - 20 kV DTE 29.02 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8
Spool Spool Insulator - 20 kV DTE 28.22 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8
Spool Spool Insulator - 20 kV DTE 27.42 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8
Bolt CATV / 3-Bolt CATV 21.42 0.00 90.0 0.0 5.00 3.00 0.00 5 0 5
Bolt 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 Buckling
Buckling
Constant
Buckling
Column
Height*
(ft)
Buckling
Section
Height
(% Buckling
Col. Hgt.)
Buckling
Section
Diameter
(in)
Minimum
Buckling
Diameter at
GL
(in)
Diameter at
Tip
(in)
Diameter at
GL
(in)
Modulus of
Elasticity
(psi)
Pole
Density
(pcf)
Ice Density
(pcf)
Pole Tip
Height
(ft)
Buckling
Load
Capacity at
Height
(lbs)
Buckling
Load
Applied at
Height
(lbs)
Buckling
Load 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
37. 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°
Notes
Date Author Description
11/6/2016 Ocalc Note (Ocalc)
Recommend upgrading L-699 to a Class 4 pole.
39. O-Calc® Pro Pole Notes
Pole Identification: L-699
Report Created: 11/6/2016
File: Pole_L-699.pplx
Description: Note: Note (Ocalc)
Owner: <Undefined>
Date: 11/6/2016
Author: Ocalc
Recommend upgrading L-699 to a Class 4 pole.
40. O-Calc® Pro Schematic View
Pole Identification: L-699
Report Created: 11/6/2016
File: 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)
41. 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"
44. 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 Tangent
Aux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: Unguyed
Aux Data 2 Unset Setting Depth (ft): 6.00 Construction Grade: C Pole Strength Factor: 0.85
Aux Data 3 Unset G/L Circumference (in): 31.00 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: 1.00
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 67.3 0.0 90.0
Groundline 67.3 0.0 90.0
Vertical 31.6 23.5 90.0
Pole Moments (ft-lb) Load Angle
(deg)
Wind Angle
(deg)
Max Cap Util 35,558 89.4 90.0
Groundline 35,558 89.4 90.0
GL Allowable 53,452
Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 89.4°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
Powers 752 53.6 23,429 66.4 43.8 2,981 1,573 21 3,001 44.1
Comms 481 34.3 9,048 25.6 16.9 1,151 1,134 15 1,166 17.1
Pole 158 11.3 2,468 7.0 4.6 314 1,364 18 332 4.9
Crossarms 8 0.6 238 0.7 0.5 30 122 2 32 0.5
Insulators 4 0.3 122 0.3 0.2 16 59 1 16 0.2
Pole Load 1,403 100.0 35,305 100.0 66.1 4,491 4,252 56 4,547 66.9
Pole Reserve Capacity 18,147 34.0 2,309 2,253 33.1
45. 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°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
DTE 763 54.4 23,789 67.4 44.5 3,026 1,734 23 3,049 44.8
CATV 256 18.3 5,252 14.9 9.8 668 572 7 676 9.9
TELCO 225 16.1 3,795 10.8 7.1 483 581 8 490 7.2
AT&T 158 11.3 2,468 7.0 4.6 314 1,364 18 332 4.9
Totals: 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at GL*
(ft-lb)
Primary ACSR 336.4 KCM
18/1 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 KCM
18/1 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 KCM
18/1 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 KCM
18/1 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 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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
46. 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at 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 1,862
CATV 3/4" CATV CATV 19.30 6.01 0.7500 0.161 168.0 0.0 168.0 47 487 534
CATV 3/4" CATV CATV 19.30 6.70 0.7500 0.161 168.0 0.0 168.0 52 487 540
Overlashed 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 1,180
CATV 3/4" CATV CATV 19.30 6.01 0.7500 0.161 177.0 180.0 177.0 49 514 563
CATV 3/4" CATV CATV 19.30 6.70 0.7500 0.161 177.0 180.0 177.0 55 514 569
Overlashed 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 1,836
Telco Telco 100 Pr. TELCO 18.20 6.41 0.8800 0.390 168.0 0.0 168.0 -79 552 472
Overlashed 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 1,525 994
Telco 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)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit Depth
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(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 72
Pole Extension 3-Wire Secondary
Bracket Pole Mount
DTE 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)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(ft-lb)
Pin 15kV Pin Insulator DTE 33.24 44.00 82.9 0.0 8.99 6.00 5.00 63 48 111
Pin 15kV Pin Insulator DTE 33.24 -44.00 277.1 0.0 8.99 6.00 5.00 -63 48 -14
Spool Spool Insulator - 20 kV DTE 28.80 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8
Spool Spool Insulator - 20 kV DTE 28.00 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8
Spool Spool Insulator - 20 kV DTE 27.20 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8
Bolt CATV / 3-Bolt CATV 19.33 0.00 90.0 0.0 5.00 3.00 0.00 5 0 5
Bolt 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 Buckling
Buckling
Constant
Buckling
Column
Height*
(ft)
Buckling
Section
Height
(% Buckling
Col. Hgt.)
Buckling
Section
Diameter
(in)
Minimum
Buckling
Diameter at
GL
(in)
Diameter at
Tip
(in)
Diameter at
GL
(in)
Modulus of
Elasticity
(psi)
Pole
Density
(pcf)
Ice Density
(pcf)
Pole Tip
Height
(ft)
Buckling
Load
Capacity at
Height
(lbs)
Buckling
Load
Applied at
Height
(lbs)
Buckling
Load 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
48. O-Calc® Pro Schematic View
Pole Identification: L-700
Report Created: 11/6/2016
File: 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)
49. 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"
52. 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 Tangent
Aux Data 1 Unset Species: SOUTHERN PINE NESC Rule: Rule 250B Status: Guy Wires Adequate
Aux Data 2 Unset Setting Depth (ft): 6.00 Construction Grade: C Pole Strength Factor: 0.85
Aux Data 3 Unset G/L Circumference (in): 31.00 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 60.3 0.0 90.0
Groundline 60.3 0.0 90.0
Vertical 5.1 24.0 0.0
Pole Moments (ft-lb) Load Angle
(deg)
Wind Angle
(deg)
Max Cap Util 31,673 99.9 90.0
Groundline 31,673 99.9 90.0
GL Allowable 53,452
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)
? 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
53. 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°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
Powers -615 -45.3 -22,551 -71.3 -42.2 -2,869 1,165 15 -2,854 -42.0
Comms 443 32.6 8,187 25.9 15.3 1,042 1,058 14 1,055 15.5
GuyBraces 1,315 96.8 42,084 133.1 78.7 5,354 88 1 5,355 78.7
PowerEquipments 41 3.0 873 2.8 1.6 111 1,273 17 128 1.9
Pole 156 11.4 2,432 7.7 4.6 309 1,364 18 327 4.8
Crossarms 10 0.7 294 0.9 0.6 37 217 3 40 0.6
Insulators 9 0.7 290 0.9 0.5 37 59 1 38 0.6
Pole Load 1,358 100.0 31,610 100.0 59.1 4,021 5,224 68 4,090 60.1
Pole Reserve Capacity 21,842 40.9 2,779 2,710 39.9
Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 99.9°
Shear
Load*
(lbs)
Applied
Load
(%)
Bending
Moment
(ft-lb)
Applied
Moment
(%)
Pole
Capacity
(%)
Bending
Stress
(+/- psi)
Vertical
Load
(lbs)
Vertical
Stress
(psi)
Total
Stress
(psi)
Pole
Capacity
(%)
DTE 760 56.0 20,991 66.4 39.3 2,670 2,782 36 2,707 39.8
CATV 236 17.3 4,772 15.1 8.9 607 534 7 614 9.0
TELCO 207 15.2 3,415 10.8 6.4 435 543 7 442 6.5
AT&T 156 11.4 2,432 7.7 4.6 309 1,364 18 327 4.8
Totals: 1,358 100.0 31,610 100.0 59.1 4,021 5,224 68 4,090 60.1
54. 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at GL*
(ft-lb)
Neutral 1/0 COPPER 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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 7
STRAND
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 KCM
18/1 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 KCM
18/1 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)
Cable
Diameter
(in)
Sag at
Max
Temp
(ft)
Cable
Weight
(lbs/ft)
Lead/Span
Length
(ft)
Span
Angle
(deg)
Wire
Length
(ft)
Tension
(lbs)
Tension
Moment*
(ft-lb)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at 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 -6,123
CATV 3/4" CATV CATV 19.05 6.02 0.7500 0.161 177.0 0.0 177.0 49 499 548
CATV 3/4" CATV CATV 19.05 6.71 0.7500 0.161 177.0 0.0 177.0 54 499 553
Overlashed 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 8,886
CATV 3/4" CATV CATV 19.05 6.02 0.7500 0.161 145.0 180.0 145.0 40 409 449
CATV 3/4" CATV CATV 19.05 6.71 0.7500 0.161 145.0 180.0 145.0 44 409 453
Overlashed 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 -7,737
Telco Telco 100 Pr. TELCO 17.84 6.43 0.8800 0.390 177.0 0.0 177.0 -83 562 479
Overlashed 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 10,286
Telco 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)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit
Depth
(in)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment
at GL*
(ft-lb)
Transformer 1PH-50KVA DTE 28.91 16.81 0.0 0.0 670.00 37.00 -- 23.00 -- -305 1,178 873
Totals: -305 1,178 873
55. 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 4 of 5 2
Worst Wind Per Guy Wire 3
Wind At 90°
Crossarm Owner Height
(ft)
Horiz.
Offset
(in)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Height
(in)
Unit Depth
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(ft-lb)
Pole Extension 3-Wire Secondary
Bracket Pole Mount
DTE 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 - 2
Deadend
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)
Offset
Angle
(deg)
Rotate
Angle
(deg)
Unit
Weight
(lbs)
Unit
Diameter
(in)
Unit
Length
(in)
Offset
Moment*
(ft-lb)
Wind
Moment*
(ft-lb)
Moment at
GL*
(ft-lb)
Spool Spool Insulator - 20 kV DTE 26.80 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8
Spool Spool Insulator - 20 kV DTE 26.00 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8
Spool Spool Insulator - 20 kV DTE 25.20 4.00 90.0 0.0 1.00 2.50 2.12 1 7 8
Bolt CATV / 3-Bolt CATV 19.08 0.00 90.0 0.0 5.00 3.00 0.00 5 0 5
Bolt TELCO / 3-Bolt TELCO 17.89 0.00 270.0 0.0 5.00 3.00 0.00 -5 0 -5
Deadend Deadend Insulator DTE 33.00 44.00 277.1 180.0 8.99 3.00 30.00 -70 142 72
Deadend 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 Attach
Height
(ft)
End Height
(ft)
Lead/Span
Length
(ft)
Wire
Diameter
(in)
Percent
Solid
(%)
Lead Angle
(deg)
Incline
Angle
(deg)
Wire Weight
(lbs/ft)
Rest Length
(ft)
Stretch
Length
(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)
Elastic
Modulus
(psi)
Rated
Tensile
Strength
(lbs)
Guy
Strength
Factor
Allowable
Tension
(lbs)
Initial
Tension
(lbs)
Loaded
Tension*²
(lbs)
Maximum
Tension²
(lbs)
Applied
Tension³
(lbs)
Vertical
Load
(lbs)
Shear Load
In Guy Dir
(lbs)
Shear Load
At Report
Angle
(lbs)
Moment at
GL³
(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 Length
AGL
(in)
Lead Length
(ft)
Lead Angle
(deg)
Strength of
Assembly
(lbs)
Anchor/Rod
Strength
Factor
Allowable
Load
(lbs)
Max Load²
(lbs)
Load at Pole
MCU³
(lbs)
Max
Required
Capacity² (%)
Single Helix Anchor DTE 18.00 145.00 180.0 20,000 1.00 20,000 7,482 7,287 37.4
Pole Buckling
Buckling
Constant
Buckling
Column
Height*
(ft)
Buckling
Section
Height
(% Buckling
Col. Hgt.)
Buckling
Section
Diameter
(in)
Minimum
Buckling
Diameter at
GL
(in)
Diameter at
Tip
(in)
Diameter at
GL
(in)
Modulus of
Elasticity
(psi)
Pole
Density
(pcf)
Ice Density
(pcf)
Pole Tip
Height
(ft)
Buckling
Load
Capacity at
Height
(lbs)
Buckling
Load
Applied at
Height
(lbs)
Buckling
Load 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
56. 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°
58. O-Calc® Pro Schematic View
Pole Identification: L-701
Report Created: 11/6/2016
File: 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
59. 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"
62. O-Calc® Pro Group Summary Report
Pole Group: 256-340_Reports_1
Report Created: 11/6/2016
Pole Structure
Type
Guying
Status
Bending
Moment
Capacity
(lb-ft)
Bending
Moment
at GL
(lb-ft)
Pole
Groundline
Capacity
Utilization
Pole
Maximum
Capacity
Utilization
Vertical
Buckling
Capacity
Utilization
L-618 Angle Guys are
adequate
35996.7 26658.4 77.6% 77.6% 13.2%
L-629 Unguyed
Tangent
Unguyed 29171.2 22895.1 78.8% 78.8% 7.2%
L-631 Unguyed
Tangent
Unguyed 44544.6 35080.5 79.2% 79.2% 11.0%
L-632 Guyed
Tangent
Guys are
adequate
67454.7 7136.9 11.2% 48.9% 17.5%
L-699 Unguyed
Tangent
Unguyed 41534.8 37985.6 92.4% 92.4% 48.1%
L-700 Unguyed
Tangent
Unguyed 53451.9 35558.1 67.3% 67.3% 31.6%
L-701 Guyed
Tangent
Guys are
adequate
53451.9 31672.6 60.3% 60.3% 5.1%
