Pricing Proposal - Scenarios.pdf
PDF 3 MB Posted
- Attached to
- EWEB RFP 26-013-Q Joint Use Inspection, Make-Ready Requirements, & Pole Loading Analysis
- Solicitation number
- S-P00140-00015672
- Issued by
- Lane County, Oregon
About this file
This file contains pole loading analysis reports and permit application spreadsheets for the Eugene Water & Electric Board (EWEB) in Oregon related to a fiber attachment project in the Santa Clara Phase 1 service area. The documents present two scenarios: Scenario 1 addresses pre-inspection requirements for nine poles on Rudy Avenue with associated make-ready work coordination with existing cable attachments, and Scenario 2 extends the analysis to nineteen additional poles along Crowther Drive, Arrowhead Street, Lansdown Road, and Impala Avenue. Both scenarios include completed EWEB permit application spreadsheets documenting pole specifications, attachment details, existing infrastructure, and required make-ready tasks. The requesting entity is Hunter Communications, with contact information for Kenji Nagareda provided for coordination purposes. Multiple O-Calc Pro pole loading analysis reports accompany these scenarios, dated September 2025 and August 2025, evaluating structural capacity for individual poles under various wind loading conditions and providing detailed assessments of pole adequacy and required reinforcements.
The pole loading analysis reports detail structural evaluations for poles categorized by length, class, species, and construction grade, with most poles consisting of Douglas Fir or Western Fir construction. The analyses incorporate NESC Rule 250B standards, heavy transverse wind loading conditions at 39.53 mph, ice thickness specifications, and pole strength factors of 0.65. Reports indicate that several poles have inadequate or near-capacity guy wire systems, with specific deficiencies noted for poles 947, 953, 961, and 964 requiring anchor reinforcement or system upgrades. The make-ready requirements documented in the spreadsheets include lowering of existing Comcast attachments, placement of new anchors by Hunter, and coordination with multiple utility owners including EWEB, ELI, and CTL. The analysis establishes baseline conditions and requirements necessary for Hunter Communications to attach 48-count fiber cables to EWEB poles while maintaining compliance with National Electrical Safety Code standards and local utility requirements.
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Text version
Scenario 1 - Request for Pre-Inspection Needing Pole Loading
Example of EWEB Permit Application Spreadsheet: Page 1
Example of EWEB Permit Application Spreadsheet: Page 2
***Map – This might change to system maps that Jeb is currently working on getting
PA #
Location
EWEB Pole No.
Existing
Permit# New Permit # Self-Disclosed
Pole Address
(Location) Latitude Longitude
Height
(Ft. &
In.)
Attachment
Action
Attachment
Point Method
Attachment
Type
Attachment
Side
New
Cable
Name
Diam lbs/
Ft.
Diam lbs/
Ft.
Lowest
Power
Secondary
Street
Light
Mast
Street Light
Conductor Cable TV
Tele-phone Fiber
1 23599 PA7052013 225 RUDY AVE 44.09914109 -123.1337847 20'5 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 24'2 20'5
2 26053 PA7052013 225 RUDY AVE 44.09886585 -123.13378 23'2 New Thimble Eye
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 26'9 22'2
3 9410 PA7052013 225 RUDY AVE 44.09878956 -123.1337768 22',21'8 New Thimble Eye
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 25'9 26'10 25'8 22',21'8
4 6979 PA7052013 199 RUDY AVE 44.09881371 -123.1331051 24'2 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 27'10 26'7 26'3 23'2
5 6978 PA7052013 197 RUDY AVE 44.09883909 -123.1324378 22'9 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 26'3 25'8 25'4 22'8
6 6976 PA7052013 127 RUDY AVE 44.0988675 -123.1318121 22' New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 26'11 28'5 28'1 21'
7 6975 PA7052013 105 RUDY AVE 44.09889495 -123.1311939 22'3 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 26'2 27'4 21'3
8 6974 PA7052013 85 RUDY AVE 44.09891699 -123.1305599 22'6 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 26'9 25'9 25'5 22'6
9 33745 PA7052013 75 RUDY AVE 44.09893096 -123.1303004 23'4 New Thimble Eye
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 27'3 26'3 26'2 23'4
Santa Clara
Pole Number and Location Information New Cable Information Total Bundle
Existing Attachments
List distance from attachment to ground or street surface (Ft. & In.)Proposed Attachment
Project Name Zone 115 Santa Clara Ph 1
EWEB PERMIT APPLICATION SPREADSHEET
APPENDIX D
Requesting Entity Hunter Communications PA7052013
Date
Contact / Phone Kenji Nagareda / 5413013257
Make Ready
Other
Lowest Comm.
Midspan
Midspan
Pole
Reference #
Span to
Next Pole
(Ft.)
Describe all Make Ready Required to complete your attachment in compliance with NESC and Local standards
NJUNS
Ticket # (PA, PT or N/A)
Pre-
Inspection
(Date)
Condtionally
Approved
(Date)
EWEB Make
Ready
Completed
(Date)
Resubmit Ready for Post
Inspection
(Date)
Permit Final
Approval
(Date) EWEB Comments
17'11 - Pedestrian A0402268
Hunter will work with Comcast to lower them to 19'5
21'11 - Pedestrian 23599 Hunter to place new anchor
21'8 - Pedestrian 26053
Hunter to place new anchor; Hunter will work with Comcast to lower them to 20'2, 20'8
16'11 - Driveway 9410
17'6 - Driveway 6979 Lower Comcast to 21'9
18'7 - Driveway 6978
18'11 - Driveway 6976
16'1 - Driveway 6975 Lower Comcast to 21'6
18'7 - Pedestrian 6974
Hunter to place new anchor; Hunter will work with Comcast to lower them to 22'4
Make Ready Needed &
Approved (Date)
Existing Attachments
List distance from attachment to ground or street surface (Ft. & In.)
9/5/2025 d2d2 d2d2
6 6
6#
6#
6#
6#
6# 6#
6 6
6 6
6# òÝ òÝ òÝ òÝ
174 158
50 50
50177209 129 117
50 50
125 101
138144180180 1322453
150150
5050250
46147
115 105
144144
120162250
120156162
50 50
50 50
50 5050
50159215 135 103
186 126126
150 1502481
120120
230 210
2515225 199
138180
156162194
50116220
150 90
50118
50162
50 50
50 50
50 50153
50 50
197 127
138180
120162
50 50194 154
64110 5062 50238
50 50 50
50260
50 5094 70
50 50
132 130
DIVISION AVE
RUBY AVE
QUINCE ST
QUINCE ST
BELTLINE RD
JA
SM
IN
E S
T
BELTLINE RD
BELTLINE RD
RIVER RD
LEA AVE
SANTA CLARA AVE
RUBY AVE
868 COMCAST
EWEB None
6976 None
COMCAST
23514 ELI
19544 ELI
COMCAST
6974 None
COMCAST
23512 ELI
23599 COMCAST
19373
EWEB
COMCAST
31897
None
COMCAST
6979 COMCAST
862 COMCAST
EWEB None18976 EWEB
COMCAST None
6978 None
COMCAST
18551
COMCAST
EWEB
23513 ELI
23598
COMCAST
EWEB
23600 COMCAST
30892 COMCAST
23511 ELI
31898
6926 EWEB
COMCAST
31895
6975 None
COMCAST
861 COMCAST
EWEB None
19677 EWEB
COMCAST
33745 COMCAST
27682
865 EWEB
COMCAST None
18975 EWEB
COMCAST
864 COMCAST
EWEB None
34456
19374
COMCAST
EWEB
31896
26053 COMCAST
25170
COMCAST CTL
COMCAST
None
19676
COMCAST
EWEB
18977
COMCAST CTL
Scenario 2 - Request for Pre-Inspection with Pole Loading
Pole loading reports, EWEB Permit Application Spreadsheet and Map will be attached to request.
Checking Pole Stubs – Ready to be Pulled
PA #
Location
EWEB Pole No.
Existing
Permit#
New Permit
Self-
Disclosed
Pole Address
(Location) Latitude Longitude
Height
(Ft. &
In.)
Attachment
Action
Attachment
Point Method
Attachment
Type
Attachment
Side
New
Cable
Name
Diam lbs/
Ft.
Diam lbs/
Ft.
Lowest
Power
Secondary
Street
Light
Mast
Street Light
Conductor Cable TV
Tele-phone Fiber
Other
1 966 2602 CROWTHER DR 44.10310853 -123.157506
22'9, 23'1 New Thimble Eye
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 35' 23'1 24'1
2 965 2616 CROWTHER DR 44.10310309 -123.1568336 22'11 New Thimble Eye
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 37'10 22'11 23'11
3 964 2644 CROWTHER DR 44.10313313 -123.1561751 20'8 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 38'2 37' 36'11 21'10 23'11
4 963 2668 CROETHER DR 44.10312687 -123.1555085 21'5 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 35'6 31'2 30'10 20'5 22'5
5 961 2682 CROETHER DR 44.10313254 -123.1548264 23'8 New Thimble Eye
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 36'10 22'5 24'8
6 33140 IRVING RD 44.1033 -123.1548542 23'1 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 36'3 32'10 32'5 22'1
7 960 2698 CROWTHER DR 44.10313069 -123.1541779 22'11 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 33'1 28'6 27'11 22'11 24'1
8 959
2720 ARROWHEAD
ST 44.10313887 -123.1535181 23'8 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 36'4 32'1 32'3 22'6 24'8
9 958
2720 ARROWHEAD
ST 44.1031615 -123.1527926 22'7 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 35'3 30'5 30'3 21'7 23'7
10 957 2693 LANSDOWN RD 44.10318751 -123.1520342 23' New Thimble Eye
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 36'3 31'7 31'5 21'11 24'
11 955 977 IMPALA AVE 44.10326455 -123.1512074 23'7 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 35'1 22'7 26'3
Santa Clara
Pole Number and Location Information New Cable Information Total Bundle
Existing Attachments
List distance from attachment to ground or street surface (Ft. & In.)Proposed Attachment
Project Name Zone 115 Santa Clara Ph. 1
EWEB PERMIT APPLICATION SPREADSHEET
APPENDIX D
Requesting Entity Hunter Communications PA7059552
12 953 977 IMPALA AVE 44.10335122 -123.1499776 23'6 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 34'8 30'11 31'11 22'4 24'6
13 952 855 IMPALA AVE 44.10337048 -123.1489691 22'8 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 35'7 33'3 36'8 21'8
14 949 860 IRVING RD 44.10336759 -123.1481832 22' New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 34'8 21'
15 948
2694 CANTERBURY
ST 44.10336904 -123.1474697 23'1 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 37'2 33'9 22'1
16 947
2694 CANTERBURY
ST 44.10337193 -123.1468864 26'1 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 35'9 32'6 34'9 23'8 25'1
17 946 2691 CARBONA ST 44.10337275 -123.1460654 22'4 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 36'3 32'1 31'4 20'2
18 945 2696 DONEGAL ST 44.10337481 -123.1456559 23'11 New
Three Bolt
Clamp
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 35' 32'1 34'3 21'9
19 35334 40 IRVING DR 44.10336037 -123.1326312 24'2 New Thimble Eye
Fiber and strand
Following existing comms
48 Count
Fiber 0.4 0.047 0.65 0.117 34'8 22' 19'9
Date
Contact / Phone Kenji Nagareda / 5413013257
Make Ready
Lowest Comm.
Midspan
Midspan
Pole
Reference #
Span to
Next Pole
(Ft.)
Describe all Make Ready Required to complete your attachment in compliance with NESC and Local standards
NJUNS
Ticket # (PA, PT or N/A)
Pre-
Inspection
(Date)
Condtionally
Approved
(Date)
EWEB Make
Ready
Completed
(Date)
Resubmit Ready for Post
Inspection
(Date)
Permit Final
Approval
(Date) EWEB Comments
21'9 - Roadway 25450
Hunter to place new anchor; Hunter will work with Comcast to lower them to 22'1
24'11 - Pedestrian 966
Hunter to place new anchor; Hunter will work with Comcast to lower them to 21'11
20' - Pedestrian 965
Hunter will work with Comcast to lower them to 19'8
20'3 - Roadway 964
19'10 - Pedestrian 963 Hunter to place new anchor
21'1 - Roadway 961
22'4 - Pedestrian 961
Hunter will work with Comcast to lower them to 21'11
21'5 - Pedestrian 960
21'1 - Pedestrian 959
20' - Roadway 958 Hunter to place new anchor
20'11 - Pedestrian 957
Make Ready Needed &
Approved (Date)
List distance from attachment to ground or street surface (Ft. & In.)
9/9/2025
20' - Roadway 955
18'10 - Pedestrian 953
18'7 - Driveway 952
19'9 - Driveway 949
21'1 - Roadway 948
17'11 - Roadway 947
20'1 - Pedestrian 946
14'8 - Driveway 915 Hunter to place new anchor
Pole ID:Not Saved O-Calc® Pro Analysis Report Report Created: 9/9/2025 8:56 AM
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 1 of 5 2 Worst Wind Per Guy Wire 3 Wind At 180.5°
Pole Num: A0402284 Pole Length / Class: 60 / 1 Code: NESC Structure Type: Unguyed Tangent Aux Data 1 Unset Species: DOUGLAS FIR NESC Rule: Rule 250B Status: Unguyed Aux Data 2 Unset Setting Depth (ft): 8.0 Construction Grade: B Pole Strength Factor: 0.65 Aux Data 3 Unset G/L Circumference (in): 47.22 Loading District: Heavy Transverse Wind LF: 2.50 Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.10 Aux Data 5 Unset Allowable Stress (psi): 5,200 Wind Speed (mph): 39.53 Vertical LF: 1.50 Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00 Latitude: 44.103375 Longitude: -123.145664 Elevation: 117.9M
Pole Capacity Utilization (%) Height (ft)
Wind Angle (deg)
Maximum 76.4 0.0 180.5 Groundline 76.4 0.0 180.5 Vertical 17.5 32.3 180.5
Pole Moments (ft-lb) Load Angle (deg)
Wind Angle (deg)
Max Cap Util 109,148 180.1 180.5 Groundline 109,148 180.1 180.5 GL Allowable 144,481
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 2 of 5 2 Worst Wind Per Guy Wire 3 Wind At 180.5°
Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 180.1° 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 1,528 49.3 72,986 66.9 50.5 2,652 1,907 11 2,662 51.2 Comms 800 25.8 17,379 15.9 12.0 631 1,065 6 637 12.3 PowerEquipments 60 1.9 2,304 2.1 1.6 84 548 3 87 1.7 Pole 512 16.5 12,767 11.7 8.8 464 3,650 21 484 9.3 Crossarms 4 0.1 166 0.2 0.1 6 148 1 7 0.1 Streetlights 46 1.5 506 0.5 0.4 18 128 1 19 0.4 Risers 137 4.4 2,519 2.3 1.7 92 83 0 92 1.8 Insulators 11 0.4 521 0.5 0.4 19 92 1 19 0.4 Pole Load 3,096 100.0 109,148 100.0 75.5 3,965 7,620 43 4,008 77.1 Pole Reserve Capacity 35,333 24.5 1,235 1,192 22.9
Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 180.1° 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
<Undefined> 2,584 83.5 96,381 88.3 66.7 3,501 3,970 22 3,524 67.8 Pole 512 16.5 12,767 11.7 8.8 464 3,650 21 484 9.3 Totals: 3,096 100.0 109,148 100.0 75.5 3,965 7,620 43 4,008 77.1
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 AAC 556.5 KCM 19
STRAND DAHLIA
51.31 11.73 0.8560 2.58 0.521 175.5 89.8 175.5 2,373 -703 -149 6,903 6,051
Primary AAC 556.5 KCM 19
STRAND DAHLIA
51.31 11.73 0.8560 1.19 0.521 105.1 269.1 105.1 2,373 2,381 -78 4,131 6,433
Primary AAC 556.5 KCM 19
STRAND DAHLIA
51.31 39.04 0.8560 2.58 0.521 175.5 89.8 175.5 2,373 -703 -578 6,903 5,622
Primary AAC 556.5 KCM 19
STRAND DAHLIA
51.31 39.04 0.8560 1.19 0.521 105.0 269.1 105.0 2,373 2,381 -304 4,129 6,207
Primary AAC 556.5 KCM 19
STRAND DAHLIA
51.31 39.65 0.8560 2.58 0.521 175.5 89.8 175.5 2,373 -703 589 6,902 6,788
Primary AAC 556.5 KCM 19
STRAND DAHLIA
51.31 39.65 0.8560 1.19 0.521 105.1 269.1 105.1 2,373 2,380 309 4,132 6,821
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 3 of 5 2 Worst Wind Per Guy Wire 3 Wind At 180.5°
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.39 45.71 0.8560 2.58 0.521 175.5 89.8 175.5 2,373 -622 -679 6,107 4,807
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.39 45.71 0.8560 1.19 0.521 105.0 269.1 105.0 2,373 2,106 -355 3,653 5,404
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.39 23.21 0.8560 2.58 0.521 175.5 89.8 175.5 2,373 -622 335 6,106 5,820
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.39 23.21 0.8560 1.19 0.521 105.1 269.1 105.1 2,373 2,105 176 3,656 5,937
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.39 45.78 0.8560 2.58 0.521 175.5 89.8 175.5 2,373 -622 681 6,106 6,166
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.39 45.78 0.8560 1.19 0.521 105.1 269.1 105.1 2,373 2,105 357 3,656 6,117
Neutral 1/0 COPPER 7
STRAND
36.64 7.75 0.3684 0.74 0.326 87.7 312.1 87.8 247 -6,600 -37 1,009 -5,628
Neutral 1/0 COPPER 7
STRAND
36.25 7.77 0.3684 2.10 0.326 174.9 90.1 174.9 1,452 -70 -73 3,581 3,438
Neutral 1/0 COPPER 7
STRAND
36.25 7.77 0.3684 1.01 0.326 105.1 269.1 105.1 1,263 898 -45 2,150 3,003
Totals: 3,713 149 69,125 72,986
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 23.92 8.54 0.2500 4.89 0.121 174.8 90.1 175.1 400 -13 -57 2,685 2,615 Fiber BELOPTIX MLD6144
- 144 FIBERS -
OUTDOOR (0.83)
23.87 8.54 0.8300 0.275 174.8 90.1 175.1 -71 957 886
Overlashed Bundle 1/4" EHS 23.92 8.54 0.2500 2.14 0.121 105.1 269.1 105.1 400 187 -33 1,613 1,766 Fiber BELOPTIX MLD6144
- 144 FIBERS -
OUTDOOR (0.83)
23.87 8.54 0.8300 0.275 105.1 269.1 105.1 -42 575 533
Overlashed Bundle 1/4" EHS 22.92 8.60 0.2500 7.50 0.121 174.8 90.1 175.8 400 -12 -69 2,935 2,854
CATV CATV .50 22.83 8.60 0.5700 0.600 174.8 90.1 175.8 -114 1,276 1,162
Overlashed Bundle 1/4" EHS 22.92 8.60 0.2500 2.99 0.121 105.1 269.1 105.3 400 179 -41 1,763 1,901
CATV CATV .50 22.83 8.60 0.5700 0.600 105.1 269.1 105.3 -67 767 699
Overlashed Bundle 1/4" EHS 21.75 8.67 0.2500 7.45 0.121 174.8 90.1 175.8 400 -11 -55 2,361 2,296
CATV CATV .50 21.70 8.67 0.5700 0.600 174.8 90.1 175.8 -99 791 691
Overlashed Bundle 1/4" EHS 21.75 8.67 0.2500 2.95 0.121 105.1 269.1 105.3 400 170 -32 1,419 1,556
CATV CATV .50 21.70 8.67 0.5700 0.600 105.1 269.1 105.3 -59 475 416
Totals: 500 -739 17,617 17,379
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-25KVA 39.17 22.09 89.7 89.7 365.00 39.00 -- 22.00 -- -8 2,312 2,304 Totals: -8 2,312 2,304
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 4 of 5 2 Worst Wind Per Guy Wire 3 Wind At 180.5°
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 CROSSARM 3-1/2 X 4-
1/2 X 7
50.50 -6.14 89.7 89.7 46.00 4.50 3.50 84.00 0 88 88
Normal CROSSARM 3-1/2 X 4- 1/2 X 8
44.58 -6.51 89.7 89.7 53.00 4.50 3.50 96.00 0 78 78
Totals: 1 165 166
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 - 10 ft. Arm 32.08 5.53 359.7 359.7 85.00 24.00 20.00 3.00 120.00 -951 1,457 506 Totals: -951 1,457 506
Riser 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)
Riser 89.7° H:20.83 Riser 20.83 7.76 89.7 89.7 20.83 249.96 4.00 4.00 249.96 0 955 955 Riser 129.7° H:34.67 Riser 34.67 7.76 129.7 129.7 34.67 416.04 3.00 3.00 416.04 25 1,540 1,564
Totals: 24 2,495 2,519
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 Pin 7.5" 50.69 -10.00 328.1 -1.9 6.00 3.50 7.50 0 92 92 Pin Pin 7.5" 50.69 -38.55 350.6 -1.9 6.00 3.50 7.50 0 92 92 Pin Pin 7.5" 50.69 39.17 188.6 -1.9 6.00 3.50 7.50 0 92 92 Pin Pin 7.5" 44.77 -45.24 351.5 89.2 6.00 3.50 7.50 0 81 81 Pin Pin 7.5" 44.77 22.28 195.9 89.3 6.00 3.50 7.50 0 81 81 Pin Pin 7.5" 44.77 45.31 187.8 89.2 6.00 3.50 7.50 0 81 81 Bolt Three Bolt 36.64 0.00 359.1 -0.5 5.00 3.00 0.10 0 1 1 Bolt Three Bolt 36.25 0.00 353.9 174.2 5.00 3.00 0.10 0 1 1 Bolt Three Bolt 23.92 0.00 359.7 0.0 5.00 3.00 0.10 0 0 0 Bolt Single Bolt 22.92 0.00 359.7 0.0 5.00 3.00 0.10 0 0 0 Bolt Three Bolt 21.75 0.00 359.7 0.0 5.00 3.00 0.10 0 0 0
Totals: 0 521 521
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 5 of 5 2 Worst Wind Per Guy Wire 3 Wind At 180.5°
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 32.30 33.99 13.67 9.72 8.60 15.04 2.38e+6 60.00 56.00 52.00 43,579 435.44 5.71
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 1 of 5 2 Worst Wind Per Guy Wire 3 Wind At 358.6°
Pole Num: 946 Pole Length / Class: 60 / 1 Code: NESC Structure Type: Guyed Tangent Aux Data 1 Unset Species: DOUGLAS FIR NESC Rule: Rule 250B Status: Guy Wires Adequate Aux Data 2 Unset Setting Depth (ft): 8.25 Construction Grade: B Pole Strength Factor: 0.65 Aux Data 3 Unset G/L Circumference (in): 47.13 Loading District: Heavy Transverse Wind LF: 2.50 Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.65 Aux Data 5 Unset Allowable Stress (psi): 5,200 Wind Speed (mph): 39.53 Vertical LF: 1.50 Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00 Latitude: 44.103371 Longitude: -123.146065 Elevation: 117.8M
Pole Capacity Utilization (%) Height (ft)
Wind Angle (deg)
Maximum 74.7 22.3 358.6 Groundline 64.7 0.0 179.3 Vertical 4.7 26.1 0.4
Pole Moments (ft-lb) Load Angle (deg)
Wind Angle (deg)
Max Cap Util 55,095 355.6 358.6 Groundline 8,431 328.0 179.3 GL Allowable 143,591 Overturn 181,182
Guy System Component Summary Load From Worst Wind Angle on Pole
Individual Maximum Load With Overload Applied
Description Lead Length (ft)
Lead Angle (deg)
Height (ft)
Nominal Capacity (%)
Wind Angle (deg)
Max* Load Capacity (%)
Wind Angle (deg)
? Single - 14" - Soil Class 4 10.0 180.4 44.9 358.6 74.0 359.3 ? EHS 9/16 (Down) 22.3 44.1 358.6 72.8 359.3
System Capacity Summary: Adequate Adequate
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 2 of 5 2 Worst Wind Per Guy Wire 3 Wind At 358.6°
Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 328.0° 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 1,717 -141.8 36,357 431.2 25.3 2,956 2,321 13 2,969 57.1 Comms 1,054 -87.0 10,139 120.3 7.1 824 1,265 7 832 16.0 GuyBraces -4,594 379.3 -45,689 -541.9 -31.8 -3,715 19,224 109 -3,606 -69.3 Pole 438 -36.2 4,887 58.0 3.4 397 3,622 20 418 8.0 Crossarms 11 -0.9 251 3.0 0.2 20 387 2 23 0.4 Streetlights 39 -3.3 926 11.0 0.6 75 128 1 76 1.5 Risers 107 -8.9 1,198 14.2 0.8 97 56 0 98 1.9 Insulators 17 -1.4 362 4.3 0.3 29 106 1 30 0.6 Pole Load -1,211 100.0 8,431 100.0 5.9 686 27,109 153 839 16.1 Pole Reserve Capacity 135,160 94.1 4,515 4,361 83.9
Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 328.0° 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
<Undefined> -1,649 136.2 3,544 42.0 2.5 288 23,486 133 421 8.1 Pole 438 -36.2 4,887 58.0 3.4 397 3,622 20 418 8.0 Totals: -1,211 100.0 8,431 100.0 5.9 686 27,109 153 839 16.1
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 AAC 556.5 KCM 19
STRAND DAHLIA
52.14 11.70 0.8560 1.19 0.521 105.1 89.1 105.1 2,731 -8,437 8 252 -8,177
Primary AAC 556.5 KCM 19
STRAND DAHLIA
52.14 11.70 0.8560 3.01 0.521 215.0 269.6 215.0 2,731 8,555 16 512 9,083
Primary AAC 556.5 KCM 19
STRAND DAHLIA
52.14 39.03 0.8560 1.19 0.521 105.0 89.1 105.0 2,731 -8,437 25 252 -8,161
Primary AAC 556.5 KCM 19
STRAND DAHLIA
52.14 39.03 0.8560 3.01 0.521 215.0 269.6 215.0 2,731 8,555 48 512 9,116
Primary AAC 556.5 KCM 19
STRAND DAHLIA
52.14 39.64 0.8560 1.19 0.521 105.1 89.1 105.1 2,731 -8,437 -21 252 -8,206
Primary AAC 556.5 KCM 19
52.14 39.64 0.8560 3.01 0.521 215.0 269.6 215.0 2,731 8,555 -40 512 9,027
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 3 of 5 2 Worst Wind Per Guy Wire 3 Wind At 358.6°
Primary AAC 556.5 KCM 19
STRAND DAHLIA
46.23 45.70 0.8560 1.19 0.521 105.0 89.1 105.0 2,731 -7,482 29 223 -7,230
Primary AAC 556.5 KCM 19
STRAND DAHLIA
46.23 45.70 0.8560 3.01 0.521 215.0 269.6 215.0 2,731 7,588 56 454 8,098
Primary AAC 556.5 KCM 19
STRAND DAHLIA
46.23 23.19 0.8560 1.19 0.521 105.1 89.1 105.1 2,731 -7,482 -11 223 -7,269
Primary AAC 556.5 KCM 19
STRAND DAHLIA
46.23 23.19 0.8560 3.01 0.521 215.0 269.6 215.0 2,731 7,596 -21 454 8,029
Primary AAC 556.5 KCM 19
STRAND DAHLIA
46.23 45.77 0.8560 1.19 0.521 105.1 89.1 105.1 2,731 -7,482 -24 223 -7,282
Primary AAC 556.5 KCM 19
STRAND DAHLIA
46.23 45.77 0.8560 3.01 0.521 215.0 269.6 215.0 2,731 7,582 -47 454 7,989
Neutral 1/0 COPPER 7
STRAND
36.33 7.75 0.3684 1.01 0.326 105.1 89.1 105.1 1,263 -2,716 3 129 -2,584
Neutral 1/0 COPPER 7
STRAND
36.33 7.75 0.3684 3.08 0.326 214.9 269.6 215.0 1,358 2,963 6 263 3,232
Totals: 920 27 4,717 5,664
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 22.33 8.62 0.2500 2.14 0.121 105.1 89.1 106.2 400 -529 2 90 -436 Fiber BELOPTIX MLD6144
- 144 FIBERS -
OUTDOOR (0.83)
22.28 8.62 0.8300 0.275 105.1 89.1 106.2 3 32 35
Overlashed Bundle 1/4" EHS 22.33 8.62 0.2500 6.96 0.121 214.9 269.6 215.5 400 536 4 184 724 Fiber BELOPTIX MLD6144
- 144 FIBERS -
OUTDOOR (0.83)
22.28 8.62 0.8300 0.275 214.9 269.6 215.5 5 66 71
Overlashed Bundle 1/4" EHS 21.33 8.68 0.2500 2.99 0.121 105.1 89.1 108.6 400 -505 3 98 -404
CATV CATV .50 21.24 8.68 0.5700 0.600 105.1 89.1 108.6 4 43 47
Overlashed Bundle 1/4" EHS 21.33 8.68 0.2500 11.01 0.121 214.2 269.4 216.0 400 509 5 200 715
CATV CATV .50 21.24 8.68 0.5700 0.600 214.2 269.4 216.0 8 87 95
Overlashed Bundle 1/4" EHS 20.08 8.76 0.2500 2.95 0.121 105.1 89.1 108.6 400 -476 2 79 -395
CATV CATV .50 20.03 8.76 0.5700 0.600 105.1 89.1 108.6 4 26 30
Overlashed Bundle 1/4" EHS 20.08 8.76 0.2500 11.02 0.121 214.9 269.6 216.8 400 482 4 160 646
CATV CATV .50 20.03 8.76 0.5700 0.600 214.9 269.6 216.8 7 54 61
Overlashed Bundle 1/4" EHS 20.08 8.76 0.2500 1.52 0.121 71.8 30.4 71.9 333 355 -1 29 383
CATV CATV .50 20.03 8.76 0.5700 0.600 71.8 30.4 71.9 -2 10 8
Totals: 373 49 1,157 1,580
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 CROSSARM 3-1/2 X 4-
1/2 X 7
51.33 -6.07 90.4 90.4 46.00 4.50 3.50 84.00 1 8 9
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 4 of 5 2 Worst Wind Per Guy Wire 3 Wind At 358.6°
Normal CROSSARM 3-1/2 X 4- 1/2 X 8
48.83 6.23 90.4 90.4 53.00 4.50 3.50 96.00 -2 8 6
Normal CROSSARM 3-1/2 X 4- 1/2 X 8
48.33 6.26 90.4 90.4 53.00 4.50 3.50 96.00 0 15 15
Normal CROSSARM 3-1/2 X 4- 1/2 X 8
45.42 -6.44 90.4 90.4 53.00 4.50 3.50 96.00 2 7 9
Totals: 1 38 39
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 - 10 ft. Arm 32.17 5.51 0.4 0.4 85.00 24.00 20.00 3.00 120.00 56 88 144 Totals: 56 88 144
Riser 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)
Riser 270.4° H:37.42 Riser 37.42 7.76 270.4 270.4 37.42 449.04 4.00 4.00 449.04 1 186 187 Totals: 1 186 187
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 Pin 7.5" 51.52 -10.00 329.1 -1.9 6.00 3.50 7.50 0 6 6 Pin Pin 7.5" 51.52 -38.55 351.4 -1.9 6.00 3.50 7.50 0 6 6 Pin Pin 7.5" 51.52 39.17 189.2 -1.9 6.00 3.50 7.50 0 6 6 Deadend Deadend 12.75" 48.83 39.46 171.4 0.0 3.00 3.80 12.75 0 12 12 Deadend Deadend 12.75" 48.83 -40.69 9.1 0.0 3.00 3.80 12.75 0 12 12 Pin Pin 7.5" 45.61 -45.24 352.2 89.2 6.00 3.50 7.50 0 5 5 Pin Pin 7.5" 45.61 22.28 196.5 89.3 6.00 3.50 7.50 0 5 5 Pin Pin 7.5" 45.61 45.31 188.4 89.2 6.00 3.50 7.50 0 5 5 Bolt Three Bolt 36.33 0.00 354.6 174.2 5.00 3.00 0.10 0 0 0 Bolt Three Bolt 22.33 0.00 0.4 0.0 5.00 3.00 0.10 0 0 0 Bolt Single Bolt 21.33 0.00 0.4 0.0 5.00 3.00 0.10 0 0 0 Bolt Three Bolt 20.08 0.00 0.4 0.0 5.00 3.00 0.10 0 0 0 Bolt Single Bolt 20.08 0.00 90.4 0.0 5.00 3.00 0.10 0 0 0
Totals: 0 56 56
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 9/16 Down 22.33 0.00 10.00 0.562 75.00 180.4 65.6 0.67 32.02 1.25
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 5 of 5 2 Worst Wind Per Guy Wire 3 Wind At 358.6°
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)
Proportional Moment at
GL³
(ft-lb)
EHS 9/16 Down 2.30e+7 35,000 0.90 31,500 700 22,945 13,906 13,905 12,666 5,738 -4,845 -45,689
Totals: 12,666 5,738 -4,845 -45,689
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 - 14" - Soil Class 4 0.00 10.00 180.4 31,000 1.00 31,000 22,945 13,905 74.0
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
0.71 26.10 33.23 13.93 6.99 8.60 15.01 2.38e+6 60.00 56.00 51.75 574,888 5767.80 21.28
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 1 of 5 2 Worst Wind Per Guy Wire 3 Wind At 359.3°
Pole Num: 947 Pole Length / Class: 75 / H1 Code: NESC Structure Type: Guyed Tangent Aux Data 1 Unset Species: DOUGLAS FIR NESC Rule: Rule 250B Status: Guy Wires Inadequate Aux Data 2 Unset Setting Depth (ft): 23.58 Construction Grade: B Pole Strength Factor: 0.65 Aux Data 3 Unset G/L Circumference (in): 48.75 Loading District: Heavy Transverse Wind LF: 2.50 Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.65 Aux Data 5 Unset Allowable Stress (psi): 5,200 Wind Speed (mph): 39.53 Vertical LF: 1.50 Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00 Latitude: 44.103367 Longitude: -123.146886 Elevation: 117.6M
Pole Capacity Utilization (%) Height (ft)
Wind Angle (deg)
Maximum 74.2 36.3 359.3 Groundline 40.8 0.0 353.5 Vertical 29.1 35.2 40.3
Pole Moments (ft-lb) Load Angle (deg)
Wind Angle (deg)
Max Cap Util 42,921 359.3 359.3 Groundline 64,663 351.1 353.5 GL Allowable 158,946 Overturn 8.46e+6
Guy System Component Summary Load From Worst Wind Angle on Pole
Individual Maximum Load With Overload Applied
Description Lead Length (ft)
Lead Angle (deg)
Height (ft)
Nominal Capacity (%)
Wind Angle (deg)
Max* Load Capacity (%)
Wind Angle (deg)
? F13-14-12-10" Triple Helix 6.0 180.3 78.2 359.3 129.1 356.9 ? EHS 5/8 (Down) 36.1 92.2 359.3 152.2 356.9 ? Single - 14" - Soil Class 4 16.0 260.3 7.6 359.3 27.8 90.0 ? EHS 5/8 (Down) 24.5 6.1 359.3 22.6 90.0
System Capacity Summary: Near Capacity Inadequate
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 2 of 5 2 Worst Wind Per Guy Wire 3 Wind At 359.3°
Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 351.1° 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 5,019 211.7 142,895 221.0 89.9 7,279 2,660 14 7,293 140.3 Comms 1,850 78.0 29,664 45.9 18.7 1,511 1,471 8 1,519 29.2 GuyBraces -5,258 -221.8 -121,883 -188.5 -76.7 -6,209 55,261 292 -5,916 -113.8 Pole 525 22.1 8,445 13.1 5.3 430 3,948 21 451 8.7 Crossarms 99 4.2 2,724 4.2 1.7 139 308 2 140 2.7 Streetlights 45 1.9 1,557 2.4 1.0 79 128 1 80 1.5 Risers 70 2.9 651 1.0 0.4 33 33 0 33 0.6 Insulators 21 0.9 611 0.9 0.4 31 120 1 32 0.6 Pole Load 2,371 100.0 64,663 100.0 40.7 3,294 63,928 338 3,632 69.8 Pole Reserve Capacity 94,283 59.3 1,906 1,568 30.2
Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 351.1° 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
<Undefined> 1,846 77.9 56,218 86.9 35.4 2,864 59,980 317 3,181 61.2 Pole 525 22.1 8,445 13.1 5.3 430 3,948 21 451 8.7 Totals: 2,371 100.0 64,663 100.0 40.7 3,294 63,928 338 3,632 69.8
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 AAC 556.5 KCM 19
STRAND DAHLIA
51.39 11.88 0.8560 3.01 0.521 215.0 89.6 215.0 2,764 -7,684 41 1,883 -5,761
Primary AAC 556.5 KCM 19
STRAND DAHLIA
51.39 11.88 0.8560 1.92 0.521 153.0 270.3 153.0 2,764 8,346 26 1,337 9,708
Primary AAC 556.5 KCM 19
STRAND DAHLIA
51.39 39.08 0.8560 3.01 0.521 215.0 89.6 215.0 2,764 -7,684 146 1,883 -5,656
Primary AAC 556.5 KCM 19
STRAND DAHLIA
51.39 39.08 0.8560 1.92 0.521 153.0 270.3 153.0 2,764 8,346 92 1,337 9,775
Primary AAC 556.5 KCM 19
STRAND DAHLIA
51.39 39.70 0.8560 3.01 0.521 215.0 89.6 215.0 2,764 -7,684 -140 1,883 -5,942
Primary AAC 556.5 KCM 19
51.39 39.70 0.8560 1.92 0.521 153.0 270.3 153.0 2,764 8,346 -88 1,337 9,595
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 3 of 5 2 Worst Wind Per Guy Wire 3 Wind At 359.3°
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.64 46.22 0.8560 3.01 0.521 215.0 89.6 215.0 2,764 -6,833 174 1,672 -4,987
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.64 46.22 0.8560 1.92 0.521 153.0 270.3 153.0 2,764 7,413 111 1,188 8,711
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.64 21.35 0.8560 3.01 0.521 215.0 89.6 215.0 2,764 -6,861 -71 1,672 -5,260
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.64 21.35 0.8560 1.92 0.521 153.0 270.3 153.0 2,764 7,413 -45 1,187 8,555
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.64 46.70 0.8560 3.01 0.521 215.0 89.6 215.0 2,764 -6,809 -168 1,672 -5,304
Primary AAC 556.5 KCM 19
STRAND DAHLIA
45.64 46.70 0.8560 1.92 0.521 153.0 270.3 153.0 2,764 7,413 -107 1,187 8,493
Primary AAC 556.5 KCM 19
STRAND DAHLIA
42.75 19.65 0.8560 1.24 0.521 110.7 3.1 110.8 488 7,485 12 11 7,509
Primary AAC 556.5 KCM 19
STRAND DAHLIA
42.75 46.44 0.8560 1.24 0.521 110.7 3.1 110.8 488 7,485 3 11 7,500
Primary AAC 556.5 KCM 19
STRAND DAHLIA
42.75 47.16 0.8560 1.24 0.521 110.6 3.1 110.7 488 7,485 7 11 7,503
Neutral 1/0 COPPER 7
STRAND
36.44 8.03 0.3684 1.36 0.326 113.2 3.3 113.3 247 3,224 12 8 3,245
Neutral 1/0 COPPER 7
STRAND
36.00 8.06 0.3684 3.08 0.326 214.9 89.6 215.0 1,358 -2,645 20 971 -1,654
Neutral 1/0 COPPER 7
STRAND
36.00 8.06 0.3684 1.81 0.326 153.0 270.3 153.0 1,323 2,799 13 690 3,502
Totals: 29,555 37 19,940 49,532
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 26.08 8.66 0.2500 6.96 0.121 214.9 89.6 215.5 400 -564 15 800 252 Fiber BELOPTIX MLD6144
- 144 FIBERS -
OUTDOOR (0.83)
26.03 8.66 0.8300 0.275 214.9 89.6 215.5 19 285 305
Overlashed Bundle 1/4" EHS 26.08 8.66 0.2500 3.92 0.121 153.0 270.3 153.2 400 613 11 568 1,193 Fiber BELOPTIX MLD6144
- 144 FIBERS -
OUTDOOR (0.83)
26.03 8.66 0.8300 0.275 153.0 270.3 153.2 14 203 216
Overlashed Bundle 1/4" EHS 25.08 8.73 0.2500 3.30 0.121 112.5 3.1 112.9 333 3,001 10 6 3,017
CATV CATV .50 24.99 8.73 0.5700 0.600 112.5 3.1 112.9 16 3 19
Overlashed Bundle 1/4" EHS 24.42 8.77 0.2500 11.01 0.121 214.2 89.4 216.0 400 -516 -3 852 333
CATV CATV .50 24.33 8.77 0.5700 0.600 214.2 89.4 216.0 -5 371 366
Overlashed Bundle 1/4" EHS 23.67 8.81 0.2500 11.02 0.121 214.9 89.6 216.8 400 -512 15 702 206
CATV CATV .50 23.62 8.81 0.5700 0.600 214.9 89.6 216.8 27 235 262
Overlashed Bundle 1/4" EHS 23.67 8.81 0.2500 5.82 0.121 153.0 270.3 153.7 400 557 11 499 1,066
CATV CATV .50 23.62 8.81 0.5700 0.600 153.0 270.3 153.7 19 167 187
Overlashed Bundle 1/4" EHS 23.67 8.81 0.2500 3.30 0.121 112.5 3.1 112.9 333 2,832 8 5 2,845
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 4 of 5 2 Worst Wind Per Guy Wire 3 Wind At 359.3°
CATV CATV .50 23.62 8.81 0.5700 0.600 112.5 3.1 112.9 14 2 16
Totals: 5,412 172 4,699 10,283
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 CROSSARM 3-1/2 X 4-
1/2 X 7
50.58 -6.42 90.3 90.3 46.00 4.50 3.50 84.00 1 21 22
Normal CROSSARM 3-1/2 X 4- 1/2 X 8
44.83 -6.77 90.3 90.3 53.00 4.50 3.50 96.00 2 19 20
Normal CROSSARM 3-1/2 X 4- 1/2 X 8
42.75 6.90 0.3 0.3 53.00 4.50 3.50 96.00 0 902 902
Totals: 3 941 944
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 - 10 ft. Arm 32.50 5.77 0.3 0.3 85.00 24.00 20.00 3.00 120.00 211 328 540 Totals: 211 328 540
Riser 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)
Riser 105.3° H:22.0 Riser 22.00 8.96 105.3 105.3 22.00 264.00 4.00 4.00 264.00 -2 228 225 Totals: -2 228 225
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 Pin 7.5" 50.77 -10.00 327.6 -1.9 6.00 3.50 7.50 0 20 20 Pin Pin 7.5" 50.77 -38.55 350.9 -1.9 6.00 3.50 7.50 0 20 20 Pin Pin 7.5" 50.77 39.17 189.6 -1.9 6.00 3.50 7.50 0 20 20 Pin Pin 7.5" 45.02 -45.72 351.9 -1.9 6.00 3.50 7.50 0 18 18 Pin Pin 7.5" 45.02 20.25 198.8 -1.9 6.00 3.50 7.50 0 18 18 Pin Pin 7.5" 45.02 46.21 188.7 -1.9 6.00 3.50 7.50 0 18 18 Deadend Deadend 12.75" 42.75 0.00 0.3 0.0 3.00 3.80 12.75 0 32 32 Deadend Deadend 12.75" 42.75 42.08 81.0 0.0 3.00 3.80 12.75 0 32 32 Deadend Deadend 12.75" 42.75 -42.87 279.5 0.0 3.00 3.80 12.75 0 32 32 Bolt Three Bolt 36.44 0.00 0.3 -0.1 5.00 3.00 0.10 0 0 0 Bolt Three Bolt 36.00 0.00 354.6 174.2 5.00 3.00 0.10 0 0 0 Bolt Three Bolt 26.08 0.00 0.3 0.0 5.00 3.00 0.10 0 0 0 Bolt Single Bolt 25.08 0.00 0.3 0.0 5.00 3.00 0.10 0 0 0 Bolt Single Bolt 24.42 0.00 90.3 0.0 5.00 3.00 0.10 0 0 0 Bolt Three Bolt 23.67 0.00 0.3 0.0 5.00 3.00 0.10 0 0 0
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 5 of 5 2 Worst Wind Per Guy Wire 3 Wind At 359.3°
Bolt Three Bolt 23.67 0.00 0.3 180.0 5.00 3.00 0.10 0 0 0 Totals: 0 212 212
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 5/8 Down 36.06 0.00 6.00 0.625 75.00 180.3 80.3 0.813 59.90 4.78 EHS 5/8 Down 24.50 0.00 16.00 0.625 75.00 260.3 56.7 0.813 50.51 0.27
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)
Proportional Moment at
GL³
(ft-lb)
EHS 5/8 Down 2.30e+7 42,400 0.90 38,160 700 58,079 35,199 35,191 34,685 5,948 -5,871 -122,139 EHS 5/8 Down 2.30e+7 42,400 0.90 38,160 700 8,621 5,225 2,347 1,960 1,290 -18 256
Totals: 36,645 7,238 -5,889 -121,883
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 (%) F13-14-12-10" Triple Helix 0.00 6.00 180.3 45,000 1.00 45,000 58,079 35,191 129.1 Single - 14" - Soil Class 4 0.00 16.00 260.3 31,000 1.00 31,000 8,621 2,347 27.8
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
0.71 35.19 34.16 14.05 11.39 9.24 15.52 1.60e+6 60.00 56.00 51.42 220,032 2196.84 3.44
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 1 of 4 2 Worst Wind Per Guy Wire 3 Wind At 181.2°
Pole Num: 948 Pole Length / Class: 60 / H1 Code: NESC Structure Type: Unguyed Tangent Aux Data 1 Unset Species: DOUGLAS FIR NESC Rule: Rule 250B Status: Unguyed Aux Data 2 Unset Setting Depth (ft): 6.5 Construction Grade: B Pole Strength Factor: 0.65 Aux Data 3 Unset G/L Circumference (in): 50.80 Loading District: Heavy Transverse Wind LF: 2.50 Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.10 Aux Data 5 Unset Allowable Stress (psi): 5,200 Wind Speed (mph): 39.53 Vertical LF: 1.50 Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00 Latitude: 44.103369 Longitude: -123.14747 Elevation: 117.6M
Pole Capacity Utilization (%) Height (ft)
Wind Angle (deg)
Maximum 71.7 0.0 181.2 Groundline 71.7 0.0 181.2 Vertical 15.2 33.7 181.2
Pole Moments (ft-lb) Load Angle (deg)
Wind Angle (deg)
Max Cap Util 127,556 181.8 181.2 Groundline 127,556 181.8 181.2 GL Allowable 179,833
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 2 of 4 2 Worst Wind Per Guy Wire 3 Wind At 181.2°
Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 181.8° 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 1,937 56.8 93,913 73.6 52.2 2,738 2,450 12 2,750 52.9 Comms 591 17.3 12,656 9.9 7.0 369 764 4 373 7.2 GenericEquipments 47 1.4 859 0.7 0.5 25 80 0 25 0.5 Pole 566 16.6 14,540 11.4 8.1 424 4,341 21 445 8.6 Crossarms 5 0.2 250 0.2 0.1 7 184 1 8 0.2 Streetlights 46 1.3 580 0.5 0.3 17 128 1 18 0.3 Risers 206 6.0 4,218 3.3 2.4 123 89 0 123 2.4 Insulators 11 0.3 540 0.4 0.3 16 76 0 16 0.3 Pole Load 3,410 100.0 127,556 100.0 70.9 3,719 8,112 40 3,759 72.3 Pole Reserve Capacity 52,277 29.1 1,481 1,441 27.7
Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 181.8° 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
<Undefined> 2,844 83.4 113,016 88.6 62.8 3,295 3,771 18 3,314 63.7 Pole 566 16.6 14,540 11.4 8.1 424 4,341 21 445 8.6 Totals: 3,410 100.0 127,556 100.0 70.9 3,719 8,112 40 3,759 72.3
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 AAC 556.5 KCM 19
STRAND DAHLIA
53.06 11.90 0.8560 1.92 0.521 153.0 90.3 153.0 2,753 -4,211 -148 6,227 1,868
Primary AAC 556.5 KCM 19
STRAND DAHLIA
53.06 11.90 0.8560 2.49 0.521 186.8 269.8 186.9 2,753 5,552 -151 7,602 13,002
Primary AAC 556.5 KCM 19
STRAND DAHLIA
53.06 39.09 0.8560 1.92 0.521 153.0 90.3 153.0 2,753 -4,211 -580 6,228 1,437
Primary AAC 556.5 KCM 19
STRAND DAHLIA
53.06 39.09 0.8560 2.49 0.521 186.8 269.8 186.9 2,753 5,552 -592 7,602 12,561
Primary AAC 556.5 KCM 19
STRAND DAHLIA
53.06 39.70 0.8560 1.92 0.521 153.0 90.3 153.0 2,753 -4,211 596 6,227 2,612
Primary AAC 556.5 KCM 19
53.06 39.70 0.8560 2.49 0.521 186.9 269.8 186.9 2,753 5,552 608 7,603 13,763
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 3 of 4 2 Worst Wind Per Guy Wire 3 Wind At 181.2°
Primary AAC 556.5 KCM 19
STRAND DAHLIA
47.14 46.23 0.8560 1.92 0.521 153.0 90.3 153.0 2,753 -3,742 -678 5,534 1,114
Primary AAC 556.5 KCM 19
STRAND DAHLIA
47.14 46.23 0.8560 2.49 0.521 186.8 269.8 186.9 2,753 4,933 -711 6,754 10,976
Primary AAC 556.5 KCM 19
STRAND DAHLIA
47.14 21.37 0.8560 1.92 0.521 153.0 90.3 153.0 2,753 -3,742 305 5,533 2,096
Primary AAC 556.5 KCM 19
STRAND DAHLIA
47.14 21.37 0.8560 2.49 0.521 186.9 269.8 186.9 2,753 4,933 320 6,755 12,008
Primary AAC 556.5 KCM 19
STRAND DAHLIA
47.14 46.71 0.8560 1.92 0.521 153.0 90.3 153.0 2,753 -3,742 692 5,533 2,482
Primary AAC 556.5 KCM 19
STRAND DAHLIA
47.14 46.71 0.8560 2.49 0.521 186.9 269.8 186.9 2,753 4,932 725 6,755 12,413
Neutral 1/0 COPPER 7
STRAND
37.42 8.16 0.3684 1.81 0.326 153.0 90.3 153.0 1,323 -1,423 -73 3,235 1,739
Neutral 1/0 COPPER 7
STRAND
37.42 8.16 0.3684 2.44 0.326 186.9 269.8 186.9 1,373 1,972 -81 3,951 5,842
Totals: 8,143 231 85,539 93,913
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 23.08 9.09 0.2500 3.92 0.121 153.0 90.3 153.2 400 -263 -54 2,269 1,952 Fiber BELOPTIX MLD6144
- 144 FIBERS -
OUTDOOR (0.83)
23.03 9.09 0.8300 0.275 153.0 90.3 153.2 -67 809 742
Overlashed Bundle 1/4" EHS 23.08 9.09 0.2500 5.48 0.121 186.9 269.8 187.3 400 355 -64 2,771 3,061 Fiber BELOPTIX MLD6144
- 144 FIBERS -
OUTDOOR (0.83)
23.03 9.09 0.8300 0.275 186.9 269.8 187.3 -81 988 907
Overlashed Bundle 1/4" EHS 22.08 9.15 0.2500 5.82 0.121 153.0 90.3 153.6 400 -252 -51 2,100 1,796
CATV CATV .50 22.03 9.15 0.5700 0.600 153.0 90.3 153.6 -93 703 610
Overlashed Bundle 1/4" EHS 22.08 9.15 0.2500 8.45 0.121 186.9 269.8 188.1 400 340 -62 2,564 2,842
CATV CATV .50 22.03 9.15 0.5700 0.600 186.9 269.8 188.1 -112 859 746
Totals: 179 -585 13,062 12,656
GenericEquipment 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)
Box Cran Box 20.33 14.37 0.0 0.0 53.00 25.50 8.60 -- 16.70 -94 954 859 Totals: -94 954 859
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 CROSSARM 3-1/2 X 4-
1/2 X 7
52.25 -6.45 90.0 90.0 46.00 4.50 3.50 84.00 1 92 93
Normal CROSSARM 3-1/2 X 4- 1/2 X 8
46.33 -6.83 90.0 90.0 53.00 4.50 3.50 96.00 1 82 83
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 4 of 4 2 Worst Wind Per Guy Wire 3 Wind At 181.2°
Normal 4'_Fuse Array 42.25 7.09 90.0 90.0 24.00 4.50 3.50 48.00 -1 74 73 Totals: 2 248 250
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 - 10 ft. Arm 33.75 5.90 0.0 0.0 85.00 24.00 20.00 3.00 120.00 -954 1,534 580 Totals: -954 1,534 580
Riser 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)
Riser 90.0° H:21.0 Riser 21.00 8.25 90.0 90.0 21.00 252.00 5.00 5.00 252.00 0 1,214 1,214 Riser 112.5° H:38.17 Riser 38.17 8.25 112.5 112.5 38.17 458.04 4.00 4.00 458.04 12 2,992 3,004
Totals: 12 4,207 4,218
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 Pin 7.5" 52.44 -10.00 327.2 -1.9 6.00 3.50 7.50 0 95 95 Pin Pin 7.5" 52.44 -38.55 350.5 -1.9 6.00 3.50 7.50 0 95 95 Pin Pin 7.5" 52.44 39.17 189.4 -1.9 6.00 3.50 7.50 0 95 95 Pin Pin 7.5" 46.52 -45.72 351.5 -1.9 6.00 3.50 7.50 0 84 84 Pin Pin 7.5" 46.52 20.25 198.7 -1.9 6.00 3.50 7.50 0 84 84 Pin Pin 7.5" 46.52 46.21 188.4 -1.9 6.00 3.50 7.50 0 84 84 Bolt Three Bolt 37.42 0.00 354.3 174.2 5.00 3.00 0.10 0 1 1 Bolt Three Bolt 23.08 0.00 0.0 0.0 5.00 3.00 0.10 0 0 0 Bolt Three Bolt 22.08 0.00 0.0 0.0 5.00 3.00 0.10 0 0 0
Totals: 0 540 540
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
2.00 33.69 34.05 14.68 10.10 9.24 16.18 2.38e+6 60.00 56.00 53.50 53,265 533.67 6.58
Pole ID:Not Saved O-Calc® Pro Analysis Report Report Created: 9/9/2025 8:55 AM
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 1 of 5 2 Worst Wind Per Guy Wire 3 Wind At 0.7°
Pole Num: 949 Pole Length / Class: 80 / 2 Code: NESC Structure Type: Guyed Tangent Aux Data 1 Unset Species: DOUGLAS FIR NESC Rule: Rule 250B Status: Guy Wires Adequate Aux Data 2 Unset Setting Depth (ft): 27.42 Construction Grade: B Pole Strength Factor: 0.65 Aux Data 3 Unset G/L Circumference (in): 43.12 Loading District: Heavy Transverse Wind LF: 2.50 Aux Data 4 Unset G/L Fiber Stress (psi): 8,000 Ice Thickness (in): 0.50 Wire Tension LF: 1.65 Aux Data 5 Unset Allowable Stress (psi): 5,200 Wind Speed (mph): 39.53 Vertical LF: 1.50 Aux Data 6 Unset Fiber Stress Ht. Reduc: No Wind Pressure (psf): 4.00 Latitude: 44.103368 Longitude: -123.148183 Elevation: 117.9M
Pole Capacity Utilization (%) Height (ft)
Wind Angle (deg)
Maximum 84.9 36.3 0.7 Groundline 72.2 0.0 180.0 Vertical 14.3 36.2 5.4
Pole Moments (ft-lb) Load Angle (deg)
Wind Angle (deg)
Max Cap Util 31,003 1.5 0.7 Groundline 14,774 287.6 180.0 GL Allowable 109,995
Guy System Component Summary Load From Worst Wind Angle on Pole
Individual Maximum Load With Overload Applied
Description Lead Length (ft)
Lead Angle (deg)
Height (ft)
Nominal Capacity (%)
Wind Angle (deg)
Max* Load Capacity (%)
Wind Angle (deg)
? F13-14-12-10" Triple Helix 14.0 185.4 27.9 0.7 46.0 1.2 ? EHS 5/8 (Down) 36.3 32.8 0.7 54.2 1.2
User:mmcevoy CORP OCP:7.00 * Includes Load Factor(s) Page 2 of 5 2 Worst Wind Per Guy Wire 3 Wind At 0.7°
Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 287.6° 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 837 179.1 32,095 217.2 29.2 1,898 2,688 18 1,916 36.8 Comms 368 78.8 6,422 43.5 5.8 380 973 7 386 7.4 GuyBraces -922 -197.3 -26,780 -181.3 -24.4 -1,584 17,675 119 -1,464 -28.2 PowerEquipments 42 9.1 23 0.2 0.0 1 1,808 12 14 0.3 Pole 138 29.5 2,811 19.0 2.6 166 3,105 21 187 3.6 Crossarms 1 0.1 79 0.5 0.1 5 148 1 6 0.1 Insulators 3 0.7 124 0.8 0.1 7 76 1 8 0.2 Pole Load 467 100.0 14,774 100.0 13.4 874 26,475 179 1,053 20.2 Pole Reserve Capacity 95,221 86.6 4,326 4,147 79.8
Load Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 287.6° 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
<Undefined> 1,252 267.8 38,743 262.2 35.2 2,291 5,694 38 2,329 44.8
LEC -922 -197.3 -26,780 -181.3 -24.4 -1,584 17,675…
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