050 - 960.lca
241 KB Posted
- Solicitation number
- 1412223278
- Issued by
- Duval County, Florida
About this file
This is a Load Case Analysis (LCA) file generated by PLS-POLE Version 21.01 software for structural engineering calculations related to transmission pole design. The file contains detailed load case data for a 250-foot ACSR transmission line configuration with pole structures subjected to various NESC (National Electrical Safety Code) loading scenarios across NESC classes 250B, 250C, and 250D. The LCA file specifies 22 load cases analyzing vertical, transverse, and longitudinal forces on transmission line components including falcon ACSR conductors rated at 5,000 and 10,000 pounds tension, 3-number-6 alumoweld static wires rated at 2,000 pounds tension, and associated hardware. Load cases encompass initial and final loading conditions with and without wind, deflection analysis with creep effects, zero-tension scenarios, first-crack analysis, and stringing deadend conditions. Strength factors, load multipliers, wind pressures, and design tensions vary across the different NESC requirement classes and loading categories, with structure weight load factors ranging from -44.28 to 44.28 and wind pressures from 0 to 60 pounds per square foot. The file includes comprehensive lateral and longitudinal force calculations expressed in three-dimensional vectors for multiple attachment points and conductor configurations, enabling structural engineers to evaluate pole adequacy and design requirements.
The LCA file serves as technical support documentation for the Jacksonville Electric Authority's New World 230kV Transmission Line project involving the procurement of 32 spun concrete transmission poles. This load case analysis provides the engineering foundation for pole design calculations that bidders (limited to Valmont and Trinity Meyer as JEA-approved manufacturers) must submit with their proposals. The structural analysis data contained in this file directly corresponds to the technical specifications referenced in the solicitation, ensuring that manufactured poles meet all required load ratings between 20 and 36 kip across pole lengths of 120 to 125 feet. Bidders must employ Florida-registered engineers to design poles capable of withstanding the load conditions detailed in this analysis and submit sealed structural calculations demonstrating compliance with ultimate strength methodology, NESC standards, and the specific wind, secondary moment, and P-Delta effect requirements defined across the multiple load cases specified herein.
Text of this file
TYPE='LCA FILE' VERSION='17' UNITS='US' SOURCE='PLS-POLE Version 21.01' USER='Burns & McDonnell' FILENAME='' 70 ; num_load_cases 22 ; num_load_points 1 1 1 1 0.1 33 0 0.000000 1 0 1 1 0 0 1 0 0 1.600000 0 0 1 80.302400 32808.400000 3 NESC 250B Initial RS NA+,I NA+ 0 ; include insulator wind/weight
1.000000 0.650000 0.900000 0.000000 0.000000 0.650000 0.650000 0.650000 0.000000 1.000000 1.000000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.5000000000 ; Structure weight load factor
22.5000000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 30.000000
ITRN1BK
691.6768800000 -1871.9528900000 7966.4459200000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8204 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
691.2624500000 -1872.4407800000 7966.3180800000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8204 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
690.8480100000 -1872.9288200000 7966.1901800000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8204 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
725.7795400000 -4107.7480500000 -15909.0249600000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=16462 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
694.7989200000 -4104.7854200000 -15909.7666300000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=16462 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
663.8093300000 -4101.8131600000 -15910.4921600000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=16462 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
62.0254500000 -902.3240100000 3164.6132600000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.65 uv=0.27 lbs/ft ten=3294 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
74.1245700000 -834.9136600000 -3184.1450000000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=0.65 uv=0.27 lbs/ft ten=3294 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250B Initial RS NA-,I NA- 0 ; include insulator wind/weight
1.000000 0.650000 0.900000 0.000000 0.000000 0.650000 0.650000 0.650000 0.000000 1.000000 1.000000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.5000000000 ; Structure weight load factor -22.5000000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 30.000000
ITRN1BK
691.6768800000 -3380.6979000000 7578.2781900000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8204 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
691.2624500000 -3380.4657900000 7578.3739600000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8204 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
690.8480100000 -3380.2338300000 7578.4696600000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8204 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
725.7795400000 -5783.2226900000 -15494.7006100000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=16462 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
694.7989200000 -5780.0439300000 -15495.7917200000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=16462 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
663.8093300000 -5776.8613600000 -15496.8648600000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=16462 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
62.0254500000 -1206.6345200000 3076.9955800000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.65 uv=0.27 lbs/ft ten=3294 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
74.1245700000 -1176.5696000000 -3089.0226200000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=0.65 uv=0.27 lbs/ft ten=3294 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250B Load FE NA+,U NA+ 0 ; include insulator wind/weight
1.000000 0.650000 0.900000 0.000000 0.000000 0.650000 0.650000 0.650000 0.000000 1.000000 1.000000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.5000000000 ; Structure weight load factor
22.5000000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 30.000000
ITRN1BK
660.5937800000 -1853.4106600000 7818.2924900000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8058 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
660.1610400000 -1855.9358200000 7824.2026800000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8064 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
659.7176000000 -1859.5095400000 7833.2125000000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8074 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
694.6112200000 -3957.4469000000 -15379.6192300000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=15912 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
664.4287600000 -3968.6104200000 -15424.1041900000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=15958 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
633.9131200000 -3984.9609900000 -15485.1836100000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=16021 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
61.8602300000 -881.0382700000 3098.9305500000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.65 uv=0.27 lbs/ft ten=3225 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
73.8282400000 -817.8004400000 -3128.0742200000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=0.65 uv=0.27 lbs/ft ten=3235 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250B Load FE NA-,U NA- 0 ; include insulator wind/weight
1.000000 0.650000 0.900000 0.000000 0.000000 0.650000 0.650000 0.650000 0.000000 1.000000 1.000000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.5000000000 ; Structure weight load factor -22.5000000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 30.000000
ITRN1BK
660.7732200000 -3306.1595300000 7450.5845700000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8059 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
660.3403600000 -3307.9665900000 7456.7197400000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8066 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
659.8967100000 -3310.8209000000 7465.9549600000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=2.90 uv=3.07 lbs/ft ten=8075 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
691.5230700000 -5544.1434100000 -14757.9125100000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=15688 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
661.7799900000 -5555.8869200000 -14806.4115700000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=15738 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
631.6857800000 -5572.7215800000 -14871.0732200000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.90 uv=3.07 lbs/ft ten=15804 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
61.8607700000 -1183.7226000000 3011.8693100000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.65 uv=0.27 lbs/ft ten=3225 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
73.8284400000 -1157.8833100000 -3033.4450700000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=0.65 uv=0.27 lbs/ft ten=3235 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250B Load FE Max (wind towards 270),U Max 0 ; include insulator wind/weight
1.000000 0.650000 0.900000 0.000000 0.000000 0.650000 0.650000 0.650000 0.000000 1.000000 1.000000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.5000000000 ; Structure weight load factor -21.0800000000 -7.8630000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 30.000000
ITRN1BK
660.6347300000 -3294.5334900000 7451.4137700000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=2.89 uv=3.07 lbs/ft ten=8060 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
660.2019400000 -3296.3436900000 7457.5549700000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=2.89 uv=3.07 lbs/ft ten=8066 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
659.7584000000 -3299.2013300000 7466.7967200000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=2.89 uv=3.07 lbs/ft ten=8076 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
699.2353400000 -5058.6013100000 -14105.5154900000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=1.80 uv=3.07 lbs/ft ten=14923 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
671.3250100000 -5070.3895800000 -14152.9304600000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=1.80 uv=3.07 lbs/ft ten=14972 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
643.0697200000 -5087.3365700000 -14216.7303100000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=1.80 uv=3.07 lbs/ft ten=15038 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
61.8539000000 -1182.0201500000 3011.4397300000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.65 uv=0.27 lbs/ft ten=3225 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
74.3741700000 -1033.6158400000 -2844.7007600000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=0.40 uv=0.27 lbs/ft ten=3018 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250C Initial RS NA+,I NA+ 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor
44.2800000000 0.0000000000 54 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 60.000000
ITRN1BK
494.5651400000 -1758.9306000000 9792.4368100000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=5.07 uv=2.25 lbs/ft ten=9978 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
494.9906300000 -1730.4405500000 9555.4990700000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=4.90 uv=2.25 lbs/ft ten=9740 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
495.4993700000 -1699.2908600000 9291.7970900000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=4.70 uv=2.25 lbs/ft ten=9476 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
512.8808500000 -3149.3169900000 -15342.3280700000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=5.02 uv=2.25 lbs/ft ten=15709 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
484.2399000000 -3118.5445400000 -15085.7924000000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=4.86 uv=2.25 lbs/ft ten=15451 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
456.9285000000 -3081.9235900000 -14790.2521600000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=4.68 uv=2.25 lbs/ft ten=15154 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
41.8337700000 -748.4923800000 3152.0529500000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=1.18 uv=0.20 lbs/ft ten=3244 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
52.3702300000 -702.5007200000 -3274.7206400000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=1.17 uv=0.20 lbs/ft ten=3350 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250C Initial RS NA-,I NA- 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor -44.2800000000 0.0000000000 54 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 60.000000
ITRN1BK
494.5651400000 -4629.3558300000 9113.0938000000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=5.07 uv=2.25 lbs/ft ten=9978 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
494.9906300000 -4505.9325600000 8899.5216200000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=4.90 uv=2.25 lbs/ft ten=9740 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
495.4993700000 -4368.0310100000 8662.0453700000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=4.70 uv=2.25 lbs/ft ten=9476 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
512.8808500000 -6289.0727500000 -14624.4576900000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=5.02 uv=2.25 lbs/ft ten=15709 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
484.2399000000 -6159.3630100000 -14391.4860100000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=4.86 uv=2.25 lbs/ft ten=15451 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
456.9285000000 -6012.0004100000 -14122.1406100000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=4.68 uv=2.25 lbs/ft ten=15154 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
41.8337700000 -1328.0473200000 2993.6101200000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=1.18 uv=0.20 lbs/ft ten=3244 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
52.3702300000 -1343.0880700000 -3104.8111000000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=1.17 uv=0.20 lbs/ft ten=3350 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250C Load FE NA+,U NA+ 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor
44.2800000000 0.0000000000 54 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 60.000000
ITRN1BK
470.5460100000 -1856.9542900000 9921.3836000000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=5.08 uv=2.25 lbs/ft ten=10131 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
471.0129300000 -1824.0049800000 9675.5228300000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=4.90 uv=2.25 lbs/ft ten=9884 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
471.5791100000 -1786.6941000000 9398.1783800000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=4.71 uv=2.25 lbs/ft ten=9604 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
473.2474500000 -3231.8614200000 -15515.9195900000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=5.02 uv=2.25 lbs/ft ten=15899 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
445.1749400000 -3201.4809400000 -15263.3663900000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=4.86 uv=2.25 lbs/ft ten=15646 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
418.1630000000 -3174.9334100000 -15002.9945000000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=4.68 uv=2.25 lbs/ft ten=15385 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
41.5351800000 -751.0725200000 3154.5504000000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=1.18 uv=0.20 lbs/ft ten=3247 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
51.9877700000 -716.7790900000 -3313.2589500000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=1.17 uv=0.20 lbs/ft ten=3391 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250C Load FE NA-,U NA- 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor -44.2800000000 0.0000000000 54 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 60.000000
ITRN1BK
470.9204900000 -4632.1593900000 9279.5264500000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=5.08 uv=2.25 lbs/ft ten=10136 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
471.3835100000 -4506.8499100000 9056.1891000000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=4.90 uv=2.25 lbs/ft ten=9889 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
471.9478500000 -4365.4796500000 8803.9773600000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=4.71 uv=2.25 lbs/ft ten=9609 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
471.5043700000 -6251.3598200000 -14587.7018500000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=5.02 uv=2.25 lbs/ft ten=15663 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
443.7132500000 -6126.1946600000 -14365.9274300000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=4.86 uv=2.25 lbs/ft ten=15417 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
416.9484300000 -5993.2675500000 -14138.7661500000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=4.68 uv=2.25 lbs/ft ten=15165 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
41.5366200000 -1327.5310300000 2997.1937600000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=1.18 uv=0.20 lbs/ft ten=3247 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
51.9883600000 -1353.8650900000 -3144.4023100000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=1.17 uv=0.20 lbs/ft ten=3391 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250C Load FE Max (wind towards 270),U Max 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor -41.4900000000 -15.4700000000 54 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 60.000000
ITRN1BK
470.5782400000 -4607.0918300000 9289.1656900000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=5.07 uv=2.25 lbs/ft ten=10146 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
471.0466800000 -4482.6407300000 9065.8359900000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=4.90 uv=2.25 lbs/ft ten=9899 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
471.6173100000 -4342.1206000000 8813.2709300000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=4.70 uv=2.25 lbs/ft ten=9619 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
500.5422700000 -4744.7158000000 -11358.9725700000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=3.12 uv=2.25 lbs/ft ten=12139 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
479.4141600000 -4666.5731800000 -11234.0269900000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=3.02 uv=2.25 lbs/ft ten=11999 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
458.8293900000 -4581.4860100000 -11100.7899700000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=2.91 uv=2.25 lbs/ft ten=11851 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
41.5160100000 -1323.3839800000 2995.9889000000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=1.18 uv=0.20 lbs/ft ten=3245 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
53.3264200000 -1033.6802600000 -2503.4756000000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=0.72 uv=0.20 lbs/ft ten=2684 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250D Initial RS NA+,I NA+ 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor
2.5300000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 0 0.000000 15.000000
ITRN1BK
508.3066800000 -1373.9038500000 4338.7499700000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4557 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
508.0127500000 -1373.3010300000 4336.6149600000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4555 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
507.7097400000 -1373.4120300000 4336.5918800000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4555 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
530.0613700000 -2946.7447500000 -9678.2189300000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=10122 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
506.5255500000 -2944.8775200000 -9678.7909200000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=10122 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
482.9825800000 -2943.0088100000 -9679.3620600000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=10122 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
44.7796400000 -594.2471400000 1814.2687200000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.07 uv=0.20 lbs/ft ten=1910 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
54.0809200000 -550.0815300000 -1780.7679300000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=0.07 uv=0.20 lbs/ft ten=1864 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250D Initial RS NA-,I NA- 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor -2.5300000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 0 0.000000 15.000000
ITRN1BK
508.3066800000 -1543.5271600000 4295.1116800000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4557 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
508.0127500000 -1542.8436100000 4293.0017400000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4555 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
507.7097400000 -1542.8737000000 4293.0037900000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4555 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
530.0613700000 -3135.1204000000 -9631.6374400000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=10122 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
506.5255500000 -3133.2290600000 -9632.2486600000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=10122 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
482.9825800000 -3131.3369000000 -9632.8588200000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=10122 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
44.7796400000 -628.4601800000 1804.4182800000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.07 uv=0.20 lbs/ft ten=1910 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
54.0809200000 -588.4915400000 -1770.0742900000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=0.07 uv=0.20 lbs/ft ten=1864 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250D Load FE NA+,U NA+ 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor
2.5300000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 0 0.000000 15.000000
ITRN1BK
485.7991100000 -1336.9337100000 4218.8939900000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4431 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
485.4810800000 -1338.3815900000 4222.8334300000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4436 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
485.1549100000 -1340.4736100000 4228.6780500000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4442 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
509.0565100000 -2817.2378600000 -9251.0411100000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=9676 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
486.2740100000 -2825.5855600000 -9283.6822200000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=9710 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
463.1934600000 -2837.7528700000 -9328.4925500000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=9756 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
44.7519700000 -575.4312700000 1758.2881100000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.07 uv=0.20 lbs/ft ten=1851 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
53.9476400000 -528.6562400000 -1713.6413000000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=0.07 uv=0.20 lbs/ft ten=1794 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250D Load FE NA-,U NA- 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor -2.5300000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 0 0.000000 15.000000
ITRN1BK
485.8361100000 -1500.2990300000 4177.6124400000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4432 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
485.5180400000 -1501.6661800000 4181.5772300000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4436 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
485.1918300000 -1503.6773300000 4187.4472400000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4442 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
508.1797900000 -2990.4400400000 -9161.6222800000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=9631 lbs vtl=12.7,-0.5,-1.4 ft 11:1' ; V T and L loads including insul weight
ITRN2AH
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
ITRN2AH
485.5195000000 -2999.0265700000 -9195.3843700000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=9666 lbs vtl=23.8,-0.5,-1.5 ft 12:1' ; V T and L loads including insul weight
ITRN3AH
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
ITRN3AH
462.5534300000 -3011.4014800000 -9241.1850000000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.33 uv=2.25 lbs/ft ten=9713 lbs vtl=34.8,-0.5,-1.6 ft 13:1' ; V T and L loads including insul weight
ISWBK
44.7520800000 -609.4663800000 1748.4984500000 '3no_6_alumoweld_2000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.07 uv=0.20 lbs/ft ten=1851 lbs vtl=1.0,-0.4,1.3 ft 21:1' ; V T and L loads including insul weight
ISWBK
0.0000000000 0.0000000000 0.0000000000 '21:1' ; V T and L loads including insul weight
ISWAH
0.0000000000 0.0000000000 0.0000000000 '23:1' ; V T and L loads including insul weight
ISWAH
53.9476800000 -566.8868800000 -1703.0043300000 '3no_6_alumoweld_2000#@250BIRS.wir 476 ft azi=-107.8 deg uh=0.07 uv=0.20 lbs/ft ten=1794 lbs vtl=0.8,-0.4,-1.3 ft 23:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ1
0.0000000000 0.0000000000 0.0000000000 '31:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ2
0.0000000000 0.0000000000 0.0000000000 '32:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight
TRNJ3
0.0000000000 0.0000000000 0.0000000000 '33:1' ; V T and L loads including insul weight NESC 250D Load FE Max (wind towards 270),U Max 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor -2.3700000000 -0.8842000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 0 0.000000 15.000000
ITRN1BK
485.8091200000 -1498.9451800000 4177.5403300000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4431 lbs vtl=13.0,-0.5,1.4 ft 1:1' ; V T and L loads including insul weight
ITRN1BK
0.0000000000 0.0000000000 0.0000000000 '1:1' ; V T and L loads including insul weight
ITRN2BK
485.4910800000 -1500.3125200000 4181.5053100000 'falcon_acsr_5000#@250BIRS.wir 418 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4436 lbs vtl=24.0,-0.5,1.5 ft 2:1' ; V T and L loads including insul weight
ITRN2BK
0.0000000000 0.0000000000 0.0000000000 '2:1' ; V T and L loads including insul weight
ITRN3BK
485.1648900000 -1502.3238600000 4187.3755200000 'falcon_acsr_5000#@250BIRS.wir 417 ft azi=108.7 deg uh=0.33 uv=2.25 lbs/ft ten=4442 lbs vtl=35.0,-0.5,1.6 ft 3:1' ; V T and L loads including insul weight
ITRN3BK
0.0000000000 0.0000000000 0.0000000000 '3:1' ; V T and L loads including insul weight
ITRN1AH
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
ITRN1AH
508.9058800000 -2953.5591500000 -9145.2783200000 'falcon_acsr_10000#@250BIRS.wir 476 ft azi=-107.5 deg uh=0.20 uv=2.25…
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| File | Type | Posted |
|---|---|---|
| 066A-954.lca | — | |
| 065-960.bak | BAK file | |
| 1412223278 Addendum 4.pdf | ||
| 066-960.bak | BAK file | |
| 084-954.lca | — | |
| 048 - 960.bak | BAK file | |
| 084 - 954.bak | BAK file | |
| C1261.lca | — | |
| 083-954.lca | — | |
| 068-954.lca | — | |
| 083 - 954.bak | BAK file | |
| 065-960.lca | — | |
| 066A-954.bak | BAK file | |
| 079 - 954.bak | BAK file | |
| C1261.bak | BAK file | |
| 1412223278 Addendum 3.pdf | ||
| 067-954.lca | — | |
| 068-954.bak | BAK file | |
| 066B-960.lca | — | |
| 079-954.lca | — | |
| 050 - 960.bak | BAK file | |
| 067-954.bak | BAK file | |
| 1412223278 Addendum 2.pdf | ||
| 048 - 960.lca | — | |
| 1412223278 Appendix B - Bid Forms.pdf | ||
| 1412223278 Solicitation.pdf | ||
| Project Specific Tech Specs for the New World Substation 230kV (Spun Concrete Poles) 07.30.26.pdf | ||
| GENERAL TECH SPECS SPUN CONCRETE (rev 1.3).pdf | ||
| 1412223278 Addendum 1.pdf |
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