O-Calc® Pro Capacity Summary InfoPole Identification: 09080

Report Created: 8/1/2012File: pole 09080.pplx

File Name: pole 09080.pplx Pole Length / Class: 40 / 4 Code: NESC Structure Type: Junction

Pole Num: 09080 Pole Species: PONDEROSA PINE NESC Rule: Rule 250B Status: N/A

Latitude: 38.88655 Setting Depth (ft): 6.00 Construction Grade: C Pole Strength Factor: 0.85

Longitude: -92.26195 G/L Circumference (in): 36.50 Loading District: Heavy Transverse Wind LF: 1.75

Aux Data 4:

Unset G/L Fiber Stress (psi): 6,600 Ice Thickness (in): 0.50 Wire Tension LF: 1.30

Aux Data 4:

Unset Allowable Stress (psi): 5,610 Wind Speed (mph): 39.53 Vertical LF: 1.90

Aux Data 5:

Unset Fiber Stress Ht. Reduction: No Wind Pressure (psf):

4.00

Guy Summary Guy Tensions Maximum Guy Tensions

Attach Height (ft)

% Allowable Tension

Wind Angle % Allowable Tension

Wind Angle

Guy 1 23.9 0.0% 12.7° 173.2% 188.6°

Anchor SummaryLead Length

(ft)Max. % Allow.

Capacity

Anchor 1 9.0 25.9%

Pole Capacity Utilization Height Wind Angle

Maximum: 80.0% 0.0 ft 12.7°

Groundline: 80.0% 0.0 ft 12.7°

Vertical: 7.1% 26.8 ft 158.0°

Pole Moments Load Angle Wind Angle

Max Capac. Util: 56,576 ft-lb 30.2° 12.7°

Groundline: 56,576 ft-lb 30.2° 12.7°

Version: 4 / 4.06 Page 1 of 4* includes Load Factor(s) ² Worst Wind per Guy Wire ³ Wind at 12.7°

BOONE ELECTRIC COOP Pole Analysis Report

Detailed Load ComponentsPower: Owner Height

(ft)Horiz. Offset

(in)

Cable Dia. (in)

Rotate Angle (deg)

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 477.0 KCM 18/1 PELICAN 34.62 3.34 0.8140 - 0.517 315.0 98.0 315.2 1,533 26,112 42 5,330 31,484

Primary ACSR 477.0 KCM 18/1 PELICAN 34.62 3.34 0.8140 - 0.517 225.0 278.0 225.1 1,533 -26,112 30 3,807 -22,274

Primary ACSR 477.0 KCM 18/1 PELICAN 32.78 30.45 0.8140 - 0.517 315.0 98.0 315.2 1,533 24,724 858 5,047 30,629

Primary ACSR 477.0 KCM 18/1 PELICAN 32.78 30.45 0.8140 - 0.517 225.0 278.0 225.1 1,533 -24,724 613 3,605 -20,506

Primary ACSR 477.0 KCM 18/1 PELICAN 32.78 30.45 0.8140 - 0.517 315.0 98.0 315.2 1,533 24,724 -990 5,047 28,781

Primary ACSR 477.0 KCM 18/1 PELICAN 32.78 30.45 0.8140 - 0.517 225.0 278.0 225.1 1,533 -24,724 -707 3,605 -21,827

Neutral ACSR 477.0 KCM 18/1 PELICAN 28.75 5.97 0.8140 - 0.517 315.0 98.0 315.1 1,533 21,659 -184 4,421 25,896

Neutral ACSR 477.0 KCM 18/1 PELICAN 28.75 5.97 0.8140 - 0.517 225.0 278.0 225.3 1,533 -21,659 -131 3,158 -18,632

Totals: 0 -470 34,019 33,550

LOAD SUMMARY BY OWNER<Undefined>: 1,810 53,866 4,198 4,749 45 4,243 75.6Pole: 173 2,677 209 1,511 14 223 4.0Charter: 2 32 2 29 0 3 0.0Totals 1,985 56,576 4,409 6,289 59 4,469 79.7

GROUNDLINE LOAD SUMMARY:*Wind at 12.7°, Applied Moment 56,576 ft-lb at 30.2°, Allowable Moment 71,980 ft-lbShear Load (lbs)*

Percent Applied

Load

Bending Moment

(ft-lb)

Percent of Applied

Moment**

Percent of Pole

Capacity

Bending Stress (+/-psi)

Vertical Load (lbs)

Vertical Stress

(psi)

Total Stress

(psi)

Percent of Pole

Capacity

Powers: 1,055 53.1 33,550 55.6 43.7 2,615 2,738 26 2,641 47.1Comms: 745 37.5 20,038 28.2 22.2 1,562 1,841 17 1,579 28.1Guys/Braces: 4 0.2 100 0.2 0.1 8 10 0 8 0.1Pole: 173 8.7 2,677 4.7 3.7 209 1,511 14 223 4.0Crossarms: 2 0.1 48 0.1 0.1 4 76 1 4 0.1Risers: 2 0.1 32 0.1 0.0 2 29 0 3 0.0Insulators: 4 0.2 131 0.1 0.1 10 84 1 11 0.2Pole Load: 1,985 100.0 56,576 100.0 78.6 4,409 6,289 59 4,469 79.7Pole Reserve Capacity: 15,404 21.4 1,201 1,141 20.3

Version: 4 / 4.06 Page 2 of 4* includes Load Factor(s) ² Worst Wind per Guy Wire ³ Wind at 12.7°

BOONE ELECTRIC COOP Pole Analysis Report

Comm: Owner Height (ft)

Horiz. Offset

(in)

Cable Dia. (in)

Rotate Angle (deg)

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 Span Bundle 26.53 6.38 0.2500 - 0.121 315.0 98.0 315.0 1,000 13,040 66 2,862 15,968

Telco BELOPTIX DT096 - 72 FIBERS - DIELECTRIC (0.516)

26.53 6.38 0.5160 - 0.097 315.0 98.0 315.0 0 62 2,862 2,924

Overlashed Span Bundle 26.53 6.38 0.2500 - 0.121 225.0 278.0 225.0 1,000 -13,040 47 2,044 -10,949

Telco BELOPTIX DT096 - 72 FIBERS - DIELECTRIC (0.516)

26.53 6.38 0.5160 - 0.097 225.0 278.0 225.0 0 44 2,044 2,089

Overlashed Span Bundle 25.59 6.45 0.2500 - 0.121 315.0 98.0 315.0 1,000 12,575 66 2,760 15,401

Telco BELOPTIX DT096 - 72 FIBERS - DIELECTRIC (0.516)

25.59 6.45 0.5160 - 0.097 315.0 98.0 315.0 0 63 2,760 2,823

Overlashed Span Bundle 25.59 6.45 0.2500 - 0.121 225.0 278.0 225.0 1,000 -12,575 47 1,971 -10,556

Telco BELOPTIX DT096 - 72 FIBERS - DIELECTRIC (0.516)

25.59 6.45 0.5160 - 0.097 225.0 278.0 225.0 0 45 1,971 2,016

Overlashed Span Bundle 25.11 6.49 0.2500 - 0.121 96.0 152.0 96.0 1,000 -17,194 -13 553 -16,654

CATV CATV .50 Jacket 25.08 6.47 0.5600 - 0.072 96.0 152.0 96.0 0 -12 552 540

CATV CATV .625 Jacket 25.08 6.53 0.6850 - 0.116 96.0 152.0 96.0 0 -12 552 541

Overlashed Span Bundle 25.09 6.49 0.2500 - 0.121 315.0 98.0 315.0 1,000 12,332 68 2,901 15,301

CATV BELOPTIX 2-60 CT FIBER - ARMORED

25.07 6.63 0.5300 - 0.120 315.0 98.0 315.0 0 70 2,898 2,968

CATV CATV .50 Jacket 25.07 6.36 0.5600 - 0.072 315.0 98.0 315.0 0 58 2,898 2,956

Overlashed Span Bundle 25.09 6.49 0.2500 - 0.121 225.0 278.0 225.0 1,000 -12,332 48 2,072 -10,212

CATV BELOPTIX 2-60 CT FIBER - ARMORED

25.07 6.63 0.5300 - 0.120 225.0 278.0 225.0 0 50 2,070 2,120

CATV CATV .50 Jacket 25.07 6.36 0.5600 - 0.072 225.0 278.0 225.0 0 41 2,070 2,111

Overlashed Span Bundle 24.08 6.56 0.3750 - 0.273 96.0 152.0 96.0 800 -13,190 -26 472 -12,744

Telco TELE 1.0 24.08 6.56 0.5000 - 0.200 96.0 152.0 96.0 0 -22 472 449

Overlashed Span Bundle 24.08 6.56 0.3750 - 0.273 51.0 330.0 51.0 800 12,439 -14 266 12,692

Telco TELE 1.0 24.08 6.56 0.5000 - 0.200 51.0 330.0 51.0 0 -12 266 254

Totals: -17,945 666 37,317 20,038

Crossarm: 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)

Tension Moment

(ft-lb)*

Offset Moment

(ft-lb)*

Wind Moment

(ft-lb)*

Moment at GL(ft-lb)*

Normal CROSSARM 3-1/2 X 4-1/2 X 6 31.97 5.24 278.0 278.0 40.00 4.50 3.50 - 72.00 - -13 61 48

Totals: 0 -13 61 48

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)

Tension Moment

(ft-lb)*

Offset Moment

(ft-lb)*

Wind Moment

(ft-lb)*

Moment at GL(ft-lb)*

catv riser 8.0° catv riser Charter 15.43 5.95 8.0 8.0 1.29 185.22 - 0.00 - - 7 25 32

Totals: 0 7 25 32

Version: 4 / 4.06 Page 3 of 4* includes Load Factor(s) ² Worst Wind per Guy Wire ³ Wind at 12.7°

BOONE ELECTRIC COOP Pole Analysis Report

Insulator: 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)

Tension Moment

(ft-lb)*

Offset Moment

(ft-lb)*

Wind Moment

(ft-lb)*

Moment at GL(ft-lb)*

Pin Pin Insulator - 5 kV 34.00 3.34 98.0 180.0 6.00 7.50 - 3.50 - - 1 42 43

Pin Pin Insulator - 5 kV 32.16 30.00 358.1 0.0 6.00 7.50 - 3.50 - - 25 39 64

Pin Pin Insulator - 5 kV 32.16 -30.00 197.9 0.0 6.00 7.50 - 3.50 - - -28 39 11

Spool Spool Insulator - 20 kV 28.75 3.72 188.0 0.0 1.00 2.12 - 2.50 - - -1 7 6

Bolt Three Bolt 26.53 3.88 8.0 180.0 5.00 0.00 - 3.00 - - 5 0 5

Bolt Three Bolt 25.59 3.95 8.0 180.0 5.00 0.00 - 3.00 - - 5 0 5

Bolt Three Bolt 25.11 3.99 152.0 234.0 5.00 0.00 - 3.00 - - -3 0 -3

Bolt Three Bolt 25.09 3.99 8.0 180.0 5.00 0.00 - 3.00 - - 5 0 5

J-Hook J-Hook 24.08 4.06 240.0 232.0 5.00 0.00 - 3.00 - - -5 0 -5

Totals: 0 4 127 131

Guy Wire and Brace: Owner Attach Height (ft)

End Height (ft)

Lead/Span Length (ft)

Wire Dia. (in)

Percent Solid (%)

Lead Angle (deg)

Incline Angle (deg)

Wire Weight (lbs/ft)

Rest Length (ft)

Stretch Length (in)

Guy 1: EHS 1/4 Down 23.94 0.00 9.00 0.250 75.0 338.0 69.4 0.121 25.57 0.00

Guy Wire and Brace (Loads and Reactions)

Elastic Modulus (psi) Rated Tensile

Strength (lbs)

Guy Strength

Factor

Allowable Tension

(lbs)

Initial Tension

(lbs)

Required Tension²

(lbs)

Required Tension³

(lbs)

Applied Tension³

(lbs)

Vertical Load³ (lbs)

Shear Load in Guy Dir³

(lbs)

Shear Load at Report

Angle³ (lbs)

Moment at GL³ (ft-lb)*

Guy 1: EHS 1/4 Down 23,000,000 6,650 0.90 5,985 700 10,368 0 0 0 0 0 100

Totals: 0 0 0 100

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 (%)

Proposed CATV - 12" - Soil Class 3 0.00 9.00 60.0 40,000 1.00 40,000 10,368 0 25.9

Pole BucklingBuckling Constant

Buckling Column Hgt

Buckling Section Height

Buckling Section Diam.

Min. Buckling

Diam. at GL

Diameter at Tip

Diameter at GL

Modulus of Elasticity

Pole Density

Ice Density

Pole Tip Height

Buckling Load Capacity at Hgt.

Buckling Load Applied at Hgt.

Buckling Load Factor of Safety

(ft) (% Buckling Col. Hgt.) (in) (in) (in) (in) (psi) (pcf) (pcf) (ft) (lbs) (lbs)

0.71 26.78 35.02 10.26 13.72 6.69 11.62 1,000,000 50.00 57.00 34.00 88,295 6,289 14.04

Version: 4 / 4.06 Page 4 of 4* includes Load Factor(s) ² Worst Wind per Guy Wire ³ Wind at 12.7°

BOONE ELECTRIC COOP Pole Analysis Report