This document analyzes the structural capacity of a utility pole (Pole L-618) under various loading conditions including wind, ice, and attached equipment. It finds that the pole has a maximum capacity utilization of 77.6% at ground level and is adequate to support all attached loads with safety factors above code requirements. Key loads include power cables from DTE adding 15,019 ft-lbs of bending moment, CATV cables adding 12,531 ft-lbs, and telco cables adding -1,873 ft-lbs of counteracting moment. The guy wire system is also found to be adequate with maximum tensions below rated strengths.
Ls catalog thiet bi dien pf e_dienhathe.vnDien Ha The
Khoa Học - Kỹ Thuật & Giải Trí: http://phongvan.org
Tài Liệu Khoa Học Kỹ Thuật: http://tailieukythuat.info
Thiết bị Điện Công Nghiệp - Điện Hạ Thế: http://dienhathe.org
Ls catalog thiet bi dien pf e_dienhathe.vnDien Ha The
Khoa Học - Kỹ Thuật & Giải Trí: http://phongvan.org
Tài Liệu Khoa Học Kỹ Thuật: http://tailieukythuat.info
Thiết bị Điện Công Nghiệp - Điện Hạ Thế: http://dienhathe.org
KEMET Webinar - Extended series for axial electrolytic capacitorsIvana Ivanovska
Learn more about the applications where our combined axial electrolytic capacitors with 80 VDC/high temperature can be used.
Our engineers will speak about the performances of the series
Cataloge ge 3.control and_automation-30_vat300_e_appendix1_2_rev_cThuan Kieu
Cataloge ge 3.control and_automation-30_vat300_e_appendix1_2_rev_c
Catalog GE,
Catalog Thiết Bị Điện GE,
Catalog Điện Công Nghiệp GE,
http://dienhathe.com,
Xem thêm các sản phẩm khác của GE tại https://dienhathe.com
Để nhận báo giá sản phẩm GE vui lòng gọi: 0907.764.966
VECTOR DUTY MOTORS TENV -
Three Phase - Foot Mount - Double C-Face
Designed specifically for inverter operation for applications
requiring 1000:1 constant torque turndown ratio.
* Class F insulation (Impregnation Resin and Magnet wire are class H)
* NEMA design B.
* F1 Mounted (F2 convertible).
* Stainless Steel Nameplate - Laser etched with high contrast background
* Gasketed conduit box
* Class I, Div. 2, Groups A, B, C & D – T3, Class II, Div 2, Groups F & G – T3C
Inverter Rated:
1000 : 1 for constant torque
Features that make a difference:
* Constant torque operation from 0 to base speed (1000:1) on
PWM Vector Drive
* Constant Horsepower operation up to 150% base speed
* Ready for encoder mount
* With thermostats (1 per phase)
* Special nameplate data for easy drive set-up
* Ready for C-face brake, limited to 10 lb-ft braking torque
KEMET Webinar - Extended series for axial electrolytic capacitorsIvana Ivanovska
Learn more about the applications where our combined axial electrolytic capacitors with 80 VDC/high temperature can be used.
Our engineers will speak about the performances of the series
Cataloge ge 3.control and_automation-30_vat300_e_appendix1_2_rev_cThuan Kieu
Cataloge ge 3.control and_automation-30_vat300_e_appendix1_2_rev_c
Catalog GE,
Catalog Thiết Bị Điện GE,
Catalog Điện Công Nghiệp GE,
http://dienhathe.com,
Xem thêm các sản phẩm khác của GE tại https://dienhathe.com
Để nhận báo giá sản phẩm GE vui lòng gọi: 0907.764.966
VECTOR DUTY MOTORS TENV -
Three Phase - Foot Mount - Double C-Face
Designed specifically for inverter operation for applications
requiring 1000:1 constant torque turndown ratio.
* Class F insulation (Impregnation Resin and Magnet wire are class H)
* NEMA design B.
* F1 Mounted (F2 convertible).
* Stainless Steel Nameplate - Laser etched with high contrast background
* Gasketed conduit box
* Class I, Div. 2, Groups A, B, C & D – T3, Class II, Div 2, Groups F & G – T3C
Inverter Rated:
1000 : 1 for constant torque
Features that make a difference:
* Constant torque operation from 0 to base speed (1000:1) on
PWM Vector Drive
* Constant Horsepower operation up to 150% base speed
* Ready for encoder mount
* With thermostats (1 per phase)
* Special nameplate data for easy drive set-up
* Ready for C-face brake, limited to 10 lb-ft braking torque
The heat generated in the winding of dry transformers needs to be dissipated via the surface of the coil. Our fans are ideally suited for this purpose. Rosenberg fans help remove the dissipated heat and, at the same time, use the ambient air to cool down the transformer.
An efficiently cooled transformer has the following advantages:
• Higher peak loads can be achieved
• Improved efficiency of the transformer
• Increased power of the transformer
• Longer life due to the more even distribution of temperature of the transformer winding
Rosenberg's Axial Fans: https://www.youtube.com/watch?v=iA7csh5SqnU
Pabrik kabel terbesar di Indonesia PT. Eleq Cable Indonesia Wa: 0813-8552-1314 sebagai produsen yang menjual berbagai jenis kabel listrik di Glodok Jakarta eleqcable.com untuk semua keperluan baik industri kelistrikan juga telekomunikasi.
Ada beberapa model yang di produksi pada pabrik kabel kami demi untuk memenuhi permintaan pasar yang semakin hari semakin tinggi kebutuhannya. Perkembangan teknologi telekomunikasi membuat permintaan pabrik kabel optik eleqcable harus siap memenuhi kebutuhan tersebut. Demikian menjadi keharusan untuk merebut persaingan pasar kedepan sebagai produsen kabel kami selalu mengutamakan mutu dan kualitas terbaik yang diminta.
Pada kesempatan ini kami sebagai Pabrik kabel di Tangerang yang beralamat Kawasan Industri Manis, Jalan Manis V No. 11, kelurahan Manis Jaya Kecamatan Jatiuwung, Tangerang Banten 15136. Memberikan penawaran dari model yang ada dan produksi PT. Eleq Cable Indonesia dengan produk yang berkualitas serta memenuhi standar mutu (SNI).
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°
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
20.
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"
22.
23.
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
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.
38.
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.
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°