05.01 sags for primary conductor sag and tension · pdf fileconductor sag and tension #4 aaac...

11/23/10 CECCONI GUINN ELKINS

CONDUCTOR SAG AND TENSION #4 AAAC ALTON 100-300 FOOT

SAG AND TENSION SLACK SPAN AND SUBSTATION GETAWAY SPAN

CONDUCTOR SAG AND TENSION #4 AAAC ALTON 400-600 FOOT

CONDUCTOR SAG AND TENSION - TREE WIRE

SAG AND TENSION DATA, SECONDARY CABLE

SLACK SPAN SAG TABLE NESC LIGHT LOADING ZONE

WIRE DATA

SECTION 5 - CONDUCTORS, OVERHEAD

TABLE OF CONTENTS

05.02-14

05.03-06

05.00 CONDUCTOR ELECTRICAL AND PHYSICAL DATA

05.02 SLACK SPANS

05.01 SAGS FOR PRIMARY CONDUCTOR

05.01-01SELECTING SPANS AND MEASURING SAGS

OVERHEAD CABLE DATA - 600 VOLT

SAG AND TENSION DATA, SECONDARY CABLESAG AND TENSION DATA, SECONDARY CABLE 05.03-08

05.03-07

05.00-1105.00-10

VOLTAGE DROP FACTORS FOR OVERHEAD MULTIPLEX CABLES 05.00-06

05.01-00SAG AND TENSION GENERAL NOTES

05.01-2005.01-26

05.01-28A

05.01-28B

05.01-30A

05.01-30B

05.01-32A

05.01-32B05.01-3405.01-36

05.01-38

CONDUCTOR SAG AND TENSION #2 AAAC AMES 400-600 FOOT

CONDUCTOR SAG AND TENSION 1/0 AAAC AZUZA 100-300 FOOT

CONDUCTOR SAG AND TENSION #2 AAAC AMES 100-300 FOOT

CONDUCTOR SAG AND TENSION 795 AAC ARBUTUSCONDUCTOR SAG AND TENSION 336 AAC TULIP

CONDUCTOR SAG AND TENSION 1/0 AAAC AZUZA 400-600 FOOT

CONDUCTOR SAG AND TENSION REDUCED TENSION 1/0 AAAC AZUZA

RULING SPANS

RULING SPANS

RULING SPANS

RULING SPANS

RULING SPANS

RULING SPANS

FEEDER NEUTRAL

0

3

2

1

APPR.CK'DBYREVISED

VOLTAGE DROP FACTORS FOR OVERHEAD QUADRUPLEX CABLES 05.00-05VOLTAGE DROP FACTORS FOR OVERHEAD TRIPLEX CABLES 05.00-04

05.03 SAGS FOR SECONDARY AND SERVICE CABLE

05.00-00A

DEF

X

DEPDEMDEC

3/31/15 KATIGBAK WHITE ADCOCK

#2 TRIPLEX FULL NEUTRAL (SHRIMP) NESC LIGHT LOADING ZONE #1/0 TRIPLEX FULL NEUTRAL (GAMMARUS) NESC LIGHT LOADING ZONE

05.04 SAGS FOR SECONDARY AND SERVICE CABLES WITH FULL SIZE NEUTRALS

05.04-2405.04-22

05.00-04DWG.

VOLTAGE DROP FACTORS FOR

OVERHEAD TRIPLEX CABLES

CABLE AND CIRCUIT IMPEDANCE

VOLTAGE DROP PER KW PER 100 FT. OF CIRCUIT ON 120 VOLT BASE

POWER FACTOR

.70.75.80.85.90.951.0 .65

0.0637 + j.0062 OHMS/100'#2 TRIPLEX

#1/0 TRIPLEX0.0401 + j.0062 OHMS/100'

0.0200 + j.0056 OHMS/100'#4/0 TRIPLEX

#350 TRIPLEX0.0121 + j.0056 OHMS/100'

(TWO WIRE IMPEDANCES @ 75°C)

0

3

2

1

APPR.REVISED BY CK'D

ELKINS7/8/10 ROBESON GUINN

#500 TRIPLEX0.0085 + j.0054 OHMS/100'

0.1327 0.1370 0.1390 0.1407 0.1424 0.1441 0.1459 0.1478

0.0835 0.0878 0.0898 0.0916 0.0932 0.0949 0.0967 0.0987

0.0417 0.0455 0.0473 0.0489 0.0504 0.0520 0.0536 0.0553

0.0252 0.0290 0.0309 0.0324 0.0340 0.0355 0.0371 0.0389

0.0177 0.0214 0.0232 0.0247 0.0261 0.0276 0.0292 0.0309

1. FIND THE PROPER CONDUCTOR SIZE, AND READ ACROSS UNDER THE POWER FACTOR COLUMN TO FIND THE

2. USE THE FOLLOWING FORMULA TO FIND THE VOLTAGE DROP IN VOLTS:

KW X DISTANCE (IN HUNDREDS OF FEET) X CONSTANT = VOLTAGE DROP

VOLTAGE DROP CONSTANT.

INSTRUCTIONS:

NOTES:

1. THE VOLTAGE DROP FACTORS FOR TRIPLEX ARE FOR 240 VOLT LOAD CONNECTED PHASE TO PHASE.

05.00-05DWG.


OVERHEAD QUADRUPLEX CABLES


VOLTAGE DROP PER KW PER 100 FT. OF CIRCUIT ON 120 VOLT BASE

POWER FACTOR

.70.75.80.85.90.951.0 .65

0.0100 + j.0028 OHMS/100'#4/0 QUADRUPLEX

#350 QUADRUPLEX0.0061 + j.0028 OHMS/100'

0.0043 + j.0027 OHMS/100'#500 QUADRUPLEX

#750 QUADRUPLEX0.0029 + j.0026 OHMS/100'

(ONE WIRE IMPEDANCES @ 90°C)

0

3

2

1


ELKINS7/8/10 ROBESON GUINN

0.0160 0.0175 0.0182 0.0188 0.0194 0.0200 0.0206 0.0213

0.0098 0.0113 0.0120 0.0126 0.0131 0.0137 0.0144 0.0150

0.0069 0.0083 0.0090 0.0096 0.0101 0.0107 0.0113 0.0120

0.0046 0.0060 0.0067 0.0072 0.0078 0.0083 0.0089 0.0095

3. FOR BALANCED THREE-PHASE LOAD ON 240 VOLT CIRCUIT MULTIPLY VALUES BY 0.87.



KW X DISTANCE (IN HUNDREDS OF FEET) X CONSTANT = VOLTAGE DROP


INSTRUCTIONS:

NOTES:

1. THE VOLTAGE DROP FACTORS FOR QUADRUPLEX ARE BASED ON BALANCED THREE-PHASE LOAD ON 208 VOLTCIRCUIT.

2. FOR BALANCED THREE-PHASE LOAD ON 480 VOLT CIRCUIT MULTIPLY VALUES BY 0.43

11/10/11 GUINN ELKINSGUINN

11/22/10 ROBESON GUINN ELKINS

05.00-06DWG.


OVERHEAD MULTIPLEX CABLESR


VOLTAGE DROP PER KVA PER 100 FT. OF CIRCUIT ON 120 VOLT BASE

POWER FACTOR

.40.50.80.85.90.951.0 .30

MULTIPLIER TO CONVERT kW TO kVA 1.00 1.05 1.11 1.18 1.25 2.00 2.50 3.33

1. FOR 240 VOLT BASE, MULTIPLY VOLTS DROP ABOVE BY 2.

2. FOR 120/208 BALANCED 3-PHASE LOADS, MULTIPLY VOLTS DROP ABOVE BY 2/3.

3. FOR 277/480 BALANCED 3-PHASE LOADS, MULTIPLY VOLTS DROP ABOVE BY 1/8.

4. FOR 240 VOLT BALANCED 3-PHASE LOADS, MULTIPLY VOLTS DROP ABOVE BY 1/2.

.1063 + j.006 OHMS/100'#4 AWG DUPLEX "WHIPPET"

.04202 + j.0058 OHMS/100'1/0 AWG TRIPLEX "SANDCRAB"

.0668 + j.0058 OHMS/100'#2 AWG TRIPLEX "SOLASTER"

.169 + j.0064 OHMS/100'#6 AWG DUPLEX "VISLA"

0.0876

0.2216 0.2145

0.0870

0.2049

0.0841

0.1950

0.0808

0.1185

0.0533

0.0378

0.0784

0.1533

0.0668

0.0461

0.1001

0.1879

0.0801

0.0543

0.1217

0.2901

0.1187

0.0773

0.1848

0.3068

0.1248

0.3232

0.1306

0.3392

0.13610.1393

0.3527

0.0773 0.0543 0.0461 0.03780.08080.08410.08700.0876#1/0 AWG DUPLEX NO CODEWORD

.04202 + j.0058 OHMS/100'

.04202 + j.0058 OHMS/100'#1/0 AWG TRIPLEX "AUBURN"

0.0876 0.0870 0.0841 0.0808 0.03780.04610.05430.0773

#4/0 AWG TRIPLEX NO CODEWORD.02102 + j.0054 OHMS/100'

0.0418 0.0317 0.0278 0.02390.04320.04440.04520.0438

1. CONVERT KW DEMAND TO KVA USING THE APPROPRIATE POWER FACTOR.



KVA X DISTANCE (IN HUNDREDS OF FEET) X CONSTANT = VOLTAGE DROP



INSTRUCTIONS:

NOTES:

RESULT IS ON 120 V. BASE.



.02102 + j.0054 OHMS/100'#1/0 AWG QUADRUPLEX "GALLEY"

0.0876 0.08080.08410.0870 0.0773 0.0543 0.03780.0461

#4/0 AWG QUADRUPLEX NO CODEWORD.1063 + j.006 OHMS/100'

0.0438 0.04320.04440.0452 0.0418 0.0317 0.02390.0278

SERVICE CABLES


AERIAL CONDUCTORS-SECONDARYCABLE AND CIRCUIT IMPEDANCE

1.0 .95

POWER FACTOR

.90 .85 .80 .50 .40 .30

0

3

2

1


DWG.

05.00-10

CURRENT CARRYING CAPACITY IS BASED ON AN AMBIENT TEMPERATURE OF 35°C (95°F) AND A CONDUCTOR TEMPERATURE RISE OF 65°C

OVER AMBIENT FOR AN OVERALL CONDUCTOR TEMPERATURE OF 100°C. CONDUCTOR TEMPERATURE ABOVE 100°C IS NOT ALLOWED

BECAUSE IT EXCEEDS THE DESIGN SPECIFICATIONS OF CONNECTING DEVICES AND WILL CAUSE DAMAGE TO ALUMINUM CONDUCTOR.


WIRE DATA R

IN POUNDSPER FOOT

MATERIAL

COPPER - HARD DRAWN BARE

ITEM COVERINGOF

32°F 95°F

TYPE AMPACITY AT*DIAMETERINCHES

STRENGTHIN POUNDS

WEIGHT OUTSIDE BREAKING

6 SOLID 190204 0.0795- 170 135 0.162 1,280

4 SOLID 190206 0.1264220- 185 0.204 1,970

2 SOLID 190208 0.2009- 305 245 0.258 3,003

190312 0.2049- - 265 0.2922, 7 STRANDS

1/0, 7 STRANDS - 0.3257- 425 340 0.368 4,752

2/0, 7 STRANDS 190112 0.4109395495- 0.414 5,926

4/0, 7 STRANDS 190164 0.6533- 675 540 0.522 9,154

250 KCM, 19 STRANDS 190122 0.7719- 746 595 0.754 11,360

350 KCM, 19 STRANDS 190175 1.0806- 925 740 0.679 15,590

500 KCM, 19 STRANDS 190177 1.54371160- 930 0.811 21,950

15 KV COPPER (TREE)

6 SOLID 1C 191355 .152PVC 100* 0.256 909

2 SOLID 1C - .232PVC 167* 0.352 2,205

.761 6,7311.110340*PVC4/0 STRANDED 1C -

ALL ALUMINUM CABLE (BARE STRANDED) (AAC)

336.4 KCM 19 STRANDS 200233 0.3155- 620 460 0.666 5,940

795 KCM 37 STRANDS 200238 0.7468- 1085 810 1.026 13,770

ALL ALUMINUM ALLOY CABLE (BARE STRANDED) (AAAC)

4, 7 STRANDS 200251 0.0457- 195 155 0.248 1,701

2, 7 STRANDS 200252 0.0727- 265 210 0.316 2800

1/0, 7 STRANDS 200255 0.1157- 350 280 0.395 4,304

4/0, 7 STRANDS 200256 0.2318440550- 8,4270.563

336.4 KCM 19 STRANDS 200233 0.3705- 750 600 0.721 12,830

15 KV ALUMINUM CABLE (TREE WIRE)

1/0 STRANDED 1C 201204 .210HDP 173* 0.641 3,852

336.4 KCM COMP. STRD 1C 201208 .477HDP 363* 0.920 5,346

ALUMINUM CABLE, STEEL REINFORCED (BARE STRANDED) (ACSR)

4, 6/1 STRANDS 200106 0.0576- 190 150 0.250 1,830

2, 6/1 STRANDS 200108 0.0913- 255 205 0.316 2,790

1/0, 6/1 STRANDS 200110 0.1456- 345 275 0.398 4,280

4/0, 6/1 STRANDS 200114 0.2911- 545 435 0.563 8,420

795 KCM, 37 STRAND

1/0, 7 STRAND

9220100895

9220100898

3.533

.903

15 KV SPACER CABLE

HDP

HDP

805

234

1.292

0.667 1,990

13.900

MATERIALITEM

MESSENGERLBS./FT.COVERING

OF DIAMETERINCHES

STRENGTHIN POUNDS

WEIGHT WITHAMPACITY

TYPE OUTSIDE BREAKING

AMPACITY VALUES FOR SPACER CABLE ARE BASED ON 75°C CONDUCTOR, 25°C AMBIENT, 2 FT./SEC. WIND, WITH SUN. SPACER CABLE

WILL NOT SUFFER PLASTIC FLOW FROM SHORT TERM (48 HOURS) OVERLOADS UP TO 100°C CONDUCTOR TEMPERATURE.

**

*

**

O

3

2

1



05.00-11DWG.

#6 DUPLEX

1-#6 AAAC, 7 STRAND, BARE1-#6 AAC, 7 STRAND, XLP

VIZSLA-XLP (45 MILS)

2-#2 AAC, 7 STRAND, XLP1-#4 AAAC, 7 STRAND, BARESOLASTER-XLP (45 MILS)

#2 TRIPLEX

2-#1/0 AAC, 7 STRAND, XLP1-#2 AAAC, 7 STRAND, BARESANDCRAB-XLP (60 MILS)

#1/0 TRIPLEX

1-#4 AAC, 7 STRAND, XLP1-#4 AAAC, 7 STRAND, BAREWHIPPET-XLP (45 MILS)

#4 DUPLEX

1-#1/0 AAC, 7 STRAND, XLP1-#1/0 AAAC, 7 STRAND, BARENO CODE WORD-XLP (60 MILS)

#1/0 DUPLEX

2-#1/0 AAC, 7 STRAND, XLP1-#1/0 AAAC, 7 STRAND, BAREAUBURN-XLP (60 MILS)

#1/0 TRIPLEX


#4/0 TRIPLEX

3-#1/0 AAC, 7 STRAND, XLP1-#1/0 AAAC, 7 STRAND, BAREGALLEY-XLP (60 MILS)

#1/0 QUADRUPLEX


#4/0 QUADRUPLEX

AMPACITYPER

CONDUCTOR

WEIGHTIN

POUNDSPER

1000 FT.

PHASECONDUCTOR"WIRE ONLY"

DIAMETERINCHES

OVERALLCABLE

OUTSIDEDIAMETERINCHES

ALUMINUM CONDUCTOR (SC) - "SERVICE CABLE"

ALUMINUM AERIAL CONDUCTOR (ASC) - "SECONDARY" - CAN BE USED FOR SERVICE CABLE

NUMBERCATALOG

INCHESDIAMETER

NEUTRALCONDUCTOR

RATEDBREAKINGIN POUNDSSTRENGTH

180404

181408

181410 200

150

85

355

221

70

0.357

0.283

0.178

0.316

0.250

0.198

0.970

0.762

0.474

2800

1760

1110

105

256

380201106

201102

201103 115

200

200

0.573

0.883

0.937

0.357

0.357

0.225 0.250

0.398

0.398

1760

4460

4460

870

512

619

201111 280

201107

201109 180

310

1.4210.512 0.398 4460

1.065

1.280

0.357

0.512

0.398

0.398

4460

4460

CURRENTLY PURCHASED CABLE USED FOR NEW AND REPLACEMENT CONSTRUCTION

NOTES:

1. AAC DENOTES ALL ALUMINUM CONDUCTOR 1350-H19.

2. AAAC DENOTES ALL ALUMINUM ALLOY CONDUCTOR 6201-T81; SIZE LISTED IS EQUIVALENT ACSR DIAMETER.

3. XLP DENOTES CROSSLINKED POLYETHYLENE

4. AMPACITY BASED ON A CONDUCTOR TEMPERATURE OF 90°C/194°F FOR XLP, AT AN AMBIENT TEMPERATURE

OF 40°C/104°F, EMISSIVITY 0.9, 2 FT./SEC. WIND IN SUN.

5. AMPACITY IS FOR PHASE CONDUCTOR FOR BALANCED PHASE LOAD CONDITIONS.

6. PHASE CONDUCTOR "WIRE ONLY" DIAMETER IS 97% OF THE EQUIVALENT BARE CONDUCTOR DUE TOCOMPRESSION.

OVERHEAD CABLE DATA - 600 VOLT RR

EFFECTIVE

7. DATA IS FROM GENERAL CABLE (BICC) DATED MAY 2005.

0

3

2

1


1271182422 370 1.680.666 0.684 14,1003-336.4 AAC 19 STR, XLPE1-336.4 ACSR

336.4 QUADRUPLEX

DWG.

05.01-0011/22/10 ROBESON GUINN ELKINS

SAG AND TENSION GENERAL NOTES R

REVISED CK'DBY APPR.

1

0

3

2

GENERAL

EACH CONDUCTOR CHART CONTAINS THREE INDIVIDUAL TABLES:

INITIAL SAGS:

THESE SAG VALUES ARE USED DURING MAINTENANCE TO RE-SAG CONDUCTORS THAT HAVE BEENTAKEN DOWN AND RE-INSTALLED.

SAGS AND HORIZONTAL SWINGS:THESE ARE DESIGN SAG VALUES USED TO DETERMINE GROUND CLEARANCES, CLEARANCES FROM

THE RULING SPANS ARE 150 FT., 200 FT. AND 250 FT. FOR THE LARGER CONDUCTORS (336 AAC AND ABOVE),INCLUDING 1/0 AAAC REDUCED TENSION NEUTRAL. THE RULING SPANS FOR CONDUCTORS 1/0 AND SMALLERARE 100 FT. THROUGH 600 FT. IN 100 FT. INCREMENTS.

THE LLT (LIGHT LOADING TENSION) IN THE CHARTS REFERS TO THE MAXIMUM DESIGN TENSION USED FOR THENESC LIGHT LOADING DISTRICT.

SOME DRAWINGS ARE DESIGNATED "FOR MAINTENANCE ONLY". THESE ARE FOR SELDOM USED CONDUCTORS.

FOR CONDUCTOR SAG CHARTS NOT SHOWN IN THE SPECIFICATIONS, CONTACT DISTRIBUTION STANDARDS.

NOTES:

2. WHEN SELECTING SAGS FROM CHARTS, ENTER THE CHART AT THE CALCULATED CLOSEST RULING SPAN ANDINTERPOLATE TO DETERMINE VALUES THAT ARE BETWEEN THE ACTUAL TEMPERATURE AND SPAN.

3. THE RE-SAGGING CHARTS APPLY TO OLD CONDUCTOR WHICH IS BEING RE-SAGGED IN PLACE. THIS VALUE ISEQUAL TO 85% OF THE DIFFERENCE BETWEEN THE FINAL AND INITIAL SAG ADDED TO THE INITIAL SAG.

4. OLD CONDUCTOR IS THAT WHICH HAS BEEN SUBJECTED TO MODERATE ICE LOADING OR HIGH WINDSCAUSING THE CONDUCTOR TO REACH ITS FINAL SAG VALUE.

THESE SAGS VALUES ARE USED DURING CONSTRUCTION FOR THE INITIAL INSTALLATION OF

RE-SAGGING SAGS:

OTHER CONDUCTORS AND OBJECTS.

1. SAG CONDUCTORS PER SECTION 05.01.

SPECIFICATIONS MANUALS.

ALL SAG VALUES LISTED IN CHARTS ARE IN INCHES UNLESS NOTED; TENSION VALUES ARE IN POUNDS.

CONDUCTORS.

THE INFORMATION ON THIS PAGE APPLIES TO THE PRIMARY CONDUCTOR SAG CHARTS IN SECTION 05.01 OF THE

TARGETS

SELECT SPAN NEAR CENTER OF SECTION BEING SAGGED. SELECT SPAN WHOSE SUPPORTS ARE NEAR THE SAME ELEVATION.

FIVE SPANS OR LESS

SAG

CONDUCTOR

TARGET

TARGET

CONDUCTOR

SAG

OVER FIVE SPANS

SELECT AT LEAST TWO SPANS, ONE NEAR EACH END OF SECTION BEING SAGGED. MEASURE ONLY SPANS OF AVERAGE

NOTES:

1. INSTALL CONDUCTOR IN FREE-RUNNING ADEQUATE SIZE BLOCKS. SAG THE CONDUCTOR TO APPROXIMATE SAG WHILE INSTALLING, ADJUST GUYS AS NEEDED, THEN SAG TO EXACT SAG USING PROPER TABLE, CONDUCTOR TEMPERATURE AND SPAN LENGTH. THEN TIE IN. OBSERVE CLEARANCES, MEASURE ANY THAT ARECLOSE TO MINIMUM AND ADVISE ENGINEER OF DETAILS OF TEMPERATURE AND SAG OF ANY SPAN WHICH HASQUESTIONABLE CLEARANCE.

2. USE SAG TABLES IN SECTION 05 UNLESS OTHERWISE SPECIFIED. USE SHORT SPAN SAGS FOR LINES UNDER200' MAXIMUM SPAN. USE MEDIUM SPAN SAGS FOR LINES AVERAGING 200' - 350' SPANS WITH 350' MAXIMUMSPAN. USE LONG SPAN FOR LENGTHS WITH MAXIMUM SPANS ABOVE 350'.

3. IF NECESSARY TO USE SECTION OF LINE OR DEAD-END SPAN WITH SHORTER SPANS THAN IN SAG TABLE,DETERMINE SAG BY USING DOUBLE SPAN LENGTH AND DIVIDING BY 4. OR USE SAG OF QUADRUPLE SPANDIVIDED BY 16. AVOID INSTALLING SUCH SHORT SPANS WHENEVER POSSIBLE.

DWG.

05.01-017/8/10

SELECTING SPANS AND MEASURING SAGS

TARGETS TARGETS

LENGTH IN SECTION BEING SAGGED.

GUINNROBESON ELKINS0

3

2

1


DWG.

05.01-20

NOTE:

INITIAL SAG AND TENSIONS BASED ON 50 FOOT RULING SPAN, 40°C AMBIENT

45

30

12

7

52

21

13

25'

16"

10"

9"

6"

12"

9"

6"

80

63

24

36"

19"

18"

-

99

36

14

113

42

25

12"

22"

18"

12"

22

174

63

37

-

29"

27"

18"

32"

27"

18"

-

-

50

-

-

36"

30

-

80

49

24"

-

36"

24"

SPAN LENGTH

TENSION TENSIONSAG SAG TENSION SAG SAGTENSION

50' 75' 100'

SAG AND TENSION FOR VARIOUS SPANS

SUBSTATION STRUCTURE TO FIRST POLE

795 INITIAL

CONDITIONS

336.4

WIRESIZE

INITIAL

STRINGING

SAG

120°

210 13"

249

319

504

-

11"

9"

6"

5"

TENSION

90°

60°

30°

TEMPINF

-

-

-

3"

2"

2"

285

387

325

504

150

22"

18"

12"

16"

19"

TENSION

265

186

524

SAG

5"

10"

14"

50'

193 25"

TENSION

235

316

534

75'

20"

15"

9"

SAG

100'

WIRE

795 AAC

336.4 AAC

1/0 AAAC

4 AAAC

4/0 COPPER

2 COPPER

6 COPPER

SUBSTATION GETAWAY SPAN

AAC

THE MAXIMUM SLACK SPAN FOR CONDUCTORS IS SHOWN IN THE TABLE ABOVE BUT THE PREFERRED SPAN IS HALF OF

*

NOTES:

3. TENSION DATA ON A PER CONDUCTOR BASIS.

4. MAXIMUM ALLOWABLE SUBSTATION BUS TENSIONS EQUAL 1500 LBS FOR ALL THREE PHASES. SPAN TENSIONS AND SAG WIIL BE GOVERNED BY SUBSTATION REQUIREMENTS.

5. SAG, IN NORMAL OPERATING TEMPERATURE RANGES, SHOULD NOT EXCEED 1/2 THE DISTANCE BETWEEN CONDUCTORS. THIS IS TO PREVENT CONDUCTOR TOUCHING (TANGLING) UNDER FAULT CONDITIONS.

6. MAXIMUM RECOMMENDED SPAN DISTANCE FOR 795 KCM IS 50 FEET.

30°

90°

120°

60°

SLACK SPAN

TENSIONS IN LBS/CONDUCTOR

SAG AND TENSION SLACK SPAN AND

SUBSTATION GETAWAY SPANR

2 AAAC 10 7" 19 14" 29 21" 40 27"

*

11/22/10 ROBESON GUINN ELKINS0

3

2

1

APPR.CK'DBYREVISED

1. SEE DWG. 05.01-00 FOR GENERAL NOTES.

2. ALL SAG VALUES LISTED ON CHART ARE IN INCHES; TENSION IS IN POUNDS.

MAXIMUM. NOTE THAT 795 AAC, 336 AAC AND 4/0 COPPER HAVE SHORTER MAXIMUM SPAN LENGTHS THAN THE SMALLERCONDUCTORS. SPAN LENGTH, SAG AND TENSION SHOULD BE SUCH THAT CONDUCTORS CANNOT CONTACT EACH OTHERDURING WIND OR FAULT CONDITIONS.


05.01-26DWG.

SAG

AN

D T

EN

SIO

N F

OR V

ARIO

US R

ULI

NG

SPA

NS

WIR

ESIZ

ESTRIN

GIN

GCO

ND

ITIO

NS

TEM

P.IN °F

50' SPA

N

TEN

SIO

N

100' SPA

N150' SPA

N200' SPA

N250' SPA

N

SAG

TEN

SIO

NSAG

TEN

SIO

NSAG

TEN

SIO

NSAG

TEN

SIO

NSAG

660

895

1190

1450

1"

1"

1"

1"

5"

4"

3"

2"

660

895

1190

1450

1'0

"9"

7"

5"

660

895

1190

1450

1'1

0"

1'4

"1'0

"10"

660

895

1190

1450

2'1

0"

2'0

"1'7

"1'3

"

INIT

IAL

120°

90°

60°

30°

1450

660

895

1190

1/0

AAAC T

REE W

IRE

#1/0

AAAC

#1/0

AAAC 1

0/6

4"

HD

PE -

MAXIM

UM

TEN

SIO

N F

RO

M L

IGH

T L

OAD

ING

PER 1

984 E

DIT

ION

OF

NESC (

9 L

BS.

WIN

D A

ND

CONSTANT AT 30°F.) = 1,030 LBS. SAG DATA BASED ON RULING SPAN OF 200 FT.

NO

TE:

9"

336 M

CM

AAC 1

0/6

4"

HD

PE.

MAXIM

UM

TEN

SIO

N F

RO

M L

IGH

T L

OAD

ING

PER 1

984 E

DIT

ION

OF

NESC (

9 L

BS.

WIN

D A

ND

CONSTANT AT 30°F.) = 2,155 LBS. SAG DATE BASED ON RULING SPAN OF 200 FT.

NO

TE:

120°

795

2"

795

3'0

"1'8

"795

795

795

4'8

"

336.4

TREE W

IRE

SAG

AN

D T

EN

SIO

N F

OR V

ARIO

US R

ULI

NG

SPA

NS

CO

ND

ITIO

NS

336.4

STRIN

GIN

G

MCM

SIZ

EW

IRE

INIT

IAL

30°

60°

90°

IN °F

TEM

P.

1882

1460

1035

TEN

SIO

N

1"

1"

2"

SAG

460

1035

1882

TEN

SIO

N

1'4

"1'7

"2'4

"

SAG

SAG

9"

11"

1'4

"

TEN

SIO

N

4"

5"

7"

SAG

1882

1460

1035

1882

1460

1035

TEN

SIO

NTEN

SIO

N

1460

1035

1882

2'0

"2'6

"3'7

"

SAG

AAC

100' SPA

N50' SPA

N200' SPA

N150' SPA

N250' SPA

N

CONDUCTOR SAG AND TENSION - TREE WIRE R

3

0

2

1

APPR.CK'DBYREVISED

NO

TES:

1.

SEE D

WG

. 05.0

1-0

0 F

OR G

EN

ERAL

NO

TES.

DWG.

05.01-28A11/22/10 ROBESON GUINN ELKINS

CONDUCTOR SAG AND TENSION#4 AAAC ALTON

100-300 FOOT RULING SPANS

R

NO

TES:

1.

SEE D

WG

. 05.0

1-0

0 F

OR G

EN

ERAL

NO

TES.

2.

ALL

SAG

VALU

ES L

ISTED

ON

CH

ART A

RE I

N I

NCH

ES;

TEN

SIO

N I

S I

N P

OU

ND

S.

CO

ND

UCTO

R:

ALT

ON

- #

4 A

AAC (

100 -

300 F

T R

S),

7 S

TRAN

D,

DIA

0.2

48 I

N,

WT .

0457 L

BS/F

T,

RBS 1

701 L

BS

TEN

SIO

N

100 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N300 F

OO

T R

ULI

NG

SPA

N(L

LT -

582 L

BS.)

(LLT

- 6

30 L

BS.)

(LLT

- 6

89 L

BS.)

FOR D

ESIG

N A

ND

FIN

AL

SAG

& T

EN

SIO

NS

MAIN

TEN

AN

CE

FIN

AL

SAG

FIN

AL

SAG

50

75

10

0125

150

175

200

TEN

SIO

N100

125

150

175

250

20

0225

250

TEN

SIO

N325

200

350

225

275

30

0

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

275

300

375

400

CO

ND

UCTO

R:

ALT

ON

- #

4 A

AAC (

100 -

300 F

T R

S),

7 S

TRAN

D,

DIA

0.2

48 I

N,

WT .

0457 L

BS/F

T,

RBS 1

701 L

BS

TEN

SIO

N

100 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N300 F

OO

T R

ULI

NG

SPA

N(L

LT -

582 L

BS.)

(LLT

- 6

30 L

BS.)

(LLT

- 6

89 L

BS.)

FOR C

ON

STRU

CTIO

NIN

ITIA

L SAG

& T

EN

SIO

NS

AN

D D

ESIG

N30° F, NO ICE, 9 PSF WIND,

30° F, NO WIND, INITIAL SAG

32° F, NO ICE, NO WIND,










INIT

IAL

SAG

INIT

IAL

SAG

50

75

10

0125

150

175

200

TEN

SIO

N100

125

150

175

20

0225

250

TEN

SIO

N200

225

250

275

30

0325

350

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

582

562

555

526

490

383

454

330

419

300

348

1

76

2 1 1 111 1 1 11 2

4 1 1 111 11 1 1 1 5

6 1 1 1 1 2 2 2 2 2 2 9

10 2 2 2 2 2 3 3 3 3 4 14

19 4 4 4 4 5 5 6 6 6 7 28

14 3 3 3 3 4 4 4 5 5 5 21

25 5 5 5 6 6 7 7 8 8 9 36

630

564

556

528

492

457

422

387

353

336

306

108

6 1 1 1 1 2 2 2 2 2 2 6

9 2 2 2 2 2 3 3 3 3 4 10

13 3 3 3 3 3 4 4 4 5 5 14

18 4 4 4 4 5 5 5 6 6 7 19

23 5 5 5 6 6 7 7 8 8 9 25

29 6 6 7 7 8 8 9 10

10

11

32

36 8 8 8 9 9 10

11

12

13

14

40

44 9 9 10

11

11

12

13

15

16

17

48

52

11

11

12

13

14

15

16

18

19

20

57

275

300

689

565

558

530

495

460

426

392

359

343

315

136

21 5 5 5 6 6 7 7 8 8 9 20

27 6 6 7 7 8 8 9 10

10

11

26

33 8 8 8 9 9 10

11

12

13

14

32

40 9 9 10

11

11

12

13

15

15

17

38

48

11

11

12

13

14

15

16

17

18

20

46

56

13

13

14

15

16

17

19

20

21

23

54

65

15

15

16

17

18

20

22

24

25

27

62

74

17

17

18

20

21

23

25

27

28

31

71

85

20

20

21

22

24

26

28

31

32

35

81

375

400

NO

TE:

SH

AD

ED

BLO

CKS I

ND

ICATE T

HE C

ON

DIT

ION

S U

SED

FO

R N

ESC L

IMIT

S.

30° F, NO ICE, 9 PSF WIND,

30° F, NO WIND, FINAL SAG











HO

RIZ

ON

TAL

SW

ING

476

440

431

396

352

308

264

221

180

160

127

33

328

2 1 1 1 1 1 1 1 1 1 1 5 1

4 1 1 1 1 1 1 2 2 2 3 12 3

8 2 2 2 2 2 3 3 4 4 5 21 6

12 2 2 3 3 4 4 5 6 7 8 33 9

17 4 4 4 4 5 6 7 9 10

12 48

13

24 5 5 6 6 7 8 10

12

13

17 65

18

31 6 6 7 8 9 11

12

15

17 22

84

23

548

440

431

397

354

312

272

233

197

181

155

62

374

7 2 2 2 2 2 3 3 4 4 4 11 5

10 2 2 3 3 3 4 5 5 6 7 17 8

15 4 4 4 4 5 6 7 8 9 10

25

11

20 5 5 5 6 7 8 9 11

12

14

34

15

27 6 6 7 8 9 10

12

14

15

18 45

20

34 8 8 9 10

11

13

15

18

19

23

56

25

42

10

10

11

12

14

16

19 22

24

28

70

31

50

12

12

13

15

17

19

22

27

29

34

84

38

60

14

14

16

18

20

23

27

32

34

40

100

45

624

440

432

398

358

319

282

248

217

203

180

88

422

23 6 6 7 8 9 10

11

13

14

15 31

18

30 8 8 9 10

11

12

14

16

17

19 40

22

37

10

10

11

12

14

15

17

20

21

24

49

28

44

12

12

13

15

16

19 21

24

26

29

59

34

53

14

14

16

17

19

22

25

29

31

34

70

40

62

17

17

18 20

23

26

29

34

36 40

83

47

72

19 20

21

24

26

30

34

39

42

47

96

54

82

22

23

24

27

30

35

39

45

48

54

110

62

93

25

26

28

31

35

39

45

51

54 61

125

71

11/14/12 DANNA ADCOCK

0

3

2

1


DWG.

05.01-28B11/22/10 ROBESON GUINN ELKINS

CONDUCTOR SAG AND TENSION#4 AAAC ALTON

400 - 600 FOOT RULING SPANS

R

NO

TES:

1.

SEE D

WG

. 05.0

1-0

0 F

OR G

EN

ERAL

NO

TES.

2.

ALL

SAG

VALU

ES L

ISTED

ON

CH

ART A

RE I

N I

NCH

ES;

TEN

SIO

N I

S I

N P

OU

ND

S.

FOR D

ESIG

N A

ND

FIN

AL

SAG

& T

EN

SIO

NS

MAIN

TEN

AN

CE

FIN

AL

SAG

FIN

AL

SAG

CO

ND

UCTO

R:

ALT

ON

- #

4 A

AAC (

400 -

600 F

T R

S),

7 S

TRAN

D,

DIA

0.2

48 I

N,

WT .

0457 L

BS/F

T,

RBS 1

701 L

BS

TEN

SIO

N

400 F

OO

T R

ULI

NG

SPA

N500 F

OO

T R

ULI

NG

SPA

N600 F

OO

T R

ULI

NG

SPA

N(L

LT -

749 L

BS.)

(LLT

- 8

07 L

BS.)

(LLT

- 8

63 L

BS.)

FOR C

ON

STRU

CTIO

NIN

ITIA

L SAG

& T

EN

SIO

NS

AN

D D

ESIG













INIT

IAL

SAG

INIT

IAL

SAG

300

325

350

375

40

0425

450

TEN

SIO

N400

425

450

475

50

0525

550

TEN

SIO

N500

525

550

575

60

0625

650

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

575

600

NO

TE:

SH

AD

ED

BLO

CKS I

ND

ICATE T

HE C

ON

DIT

ION

S U

SED

FO

R N

ESC L

IMIT

S.













HO

RIZ

ON

TAL

SW

ING


0

3

2

1


475

500

CO

ND

UCTO

R:

ALT

ON

- #

4 A

AAC (

400 -

600 F

T R

S),

7 S

TRAN

D,

DIA

0.2

48 I

N,

WT .

0457 L

BS/F

T,

RBS 1

701 L

BS

TEN

SIO

N

400 F

OO

T R

ULI

NG

SPA

N500 F

OO

T R

ULI

NG

SPA

N600 F

OO

T R

ULI

NG

SPA

N(L

LT -

749 L

BS.)

(LLT

- 8

07 L

BS.)

(LLT

- 8

63 L

BS.)

300

325

350

375

40

0425

450

TEN

SIO

N400

425

450

475

50

0525

550

TEN

SIO

N500

525

550

575

60

0625

650

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

575

600

475

500

749

566

559

531

497

463

430

398

367

352

325

161

44

11

11

12

12

13

14

16

17

18

19

39

51

13

13

14

15

16

17

18 20

21

22

45

60

15

15

16

17

18

20

21

23

24

26

53

69

17

17

18

20

21

23

24

26

28

30

60

78

20

20

21

22

24

26

28

30

31

34

69

88

22

22

23

25

27

29

31

34

35

38

77

99

25

25

26

28

30

33

35

38 40

43

87

110

28

28

29

31

34

36

39

42

44

48

97

122

31

31

32

35

37

40

43

47

49

53

107

807

566

559

532

499

466

435

404

374

360

335

183

72

20

20

21

22

24

25

27

29

31

33

60

92

25

25

26

28

30

32

35

37

39

42

76

82

22

22

23

25

27

29

31

33

35

37

68

102

28

28

29

31

33

36

39 42

43

46

85

113

30

31

32

35

37

40

43

46

48

51

94

125

34

34

36

38 41

44

47

51

53

57

104

137

37

37

39

42

45

48

52

56

58

62

114

150

40

41

43

46

49

53

56

61

63

68

125

163

44

44

47

50

53

57

62

66

69

74

136

863

565

558

532

500

469

439

410

382

368

345

203

106

31

31

32

35

37

39

42

45

47

50

85

117

34

34

36

38 41

43

46

50

52

55

94

128

37

37

39

42

45

48

51

55

57

60

103

140

40

41

43

46

49

52

56

60

62

66

112

152

44

45

47

50

53

57 61

65

67

72

122

165

48

48

51

54

58 61

66

71

73

78

133

179

52

52

55

58

62

66

71

76

79

84

144

697

440

432

401

363

327

293

263

235

223

203

112

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47

14

14

16

17

19 21

24

26

28

31

55

36

55

17

17

18 20

22

25

28

31

33

36

65

42

64

19

20

21

23

26

29

32

36

38

42

75

49

74

22

22

24

27

30

33

37 41

43

48

86

56

84

25

26

28

30

34

38

42

47

49

54

98

64

95

28

29

31

34

38 43

47

53

56 61

111

72

106

32

32

35

39

43

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53

59

63

69

124

81

118

35

36

39

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53

59

66

70

77

139

90

131

39

40

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48

53

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73

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85

154

100

766

440

432

403

368

335

305

277

253

242

224

134

512

76

25

25

27

30

33

36

40

44

46

49

82

59

86

28

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31

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37 41

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49

52

56

93

66

97

32

32

35

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62

104

75

108

35

36

39

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56

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64

70

116

83

119

39

40

43

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57

62

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71

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129

92

131

43

44

47

52

57

62

69

75

79

85

142

101

144

47

48

52

57

62

69

75

83

86

93

156

111

158

52

53

57

62

68

75

82

90

94

102

170

122

172

57

57

62

68

74

82

90

98

103

111

185

132

831

440

433

406

373

343

316

291

269

258

242

155

553

110

39

40

43

46

50

55

59

64

67

71

112

85

121

43

44

47

51

55

60

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71

74

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123

93

133

47

48

52

56

61

66

72

78 81

86

135

103

145

52

53

56 61

67

72

78

85

88

94

148

112

158

57

57 61

67

72

79

85

93

96

103

161

122

172

61

62

67

72

79

85

93

100

104

111

175

132

186

66

67

72

78

85

92

100

109

113

121

189

143

DWG.


CONDUCTOR SAG AND TENSION#2 AAAC AMES


R

NO

TES:

1.

SEE D

WG

. 05.0

1-0

0 F

OR G

EN

ERAL

NO

TES.

2.

ALL

SAG

VALU

ES L

ISTED

ON

CH

ART A

RE I

N I

NCH

ES;

TEN

SIO

N I

S I

N P

OU

ND

S.

FOR D

ESIG

N A

ND

FIN

AL

SAG

& T

EN

SIO

NS

MAIN

TEN

AN

CE

FIN

AL

SAG

FIN

AL

SAG

CO

ND

UCTO

R:

AM

ES -

#2 A

AAC (

100 -

300 F

T R

S),

7 S

TRAN

D,

DIA

0.3

16 I

N,

WT .

0727 L

BS/F

T,

RBS 2

800 L

BS

TEN

SIO

N

100 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N300 F

OO

T R

ULI

NG

SPA

N(L

LT -

913 L

BS.)

(LLT

- 9

63 L

BS.)

(LLT

- 1

028 L

BS.)

50

75

10

0125

150

175

200

TEN

SIO

N100

125

150

175

20

0225

250

TEN

SIO

N200

225

250

275

30

0325

350

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

275

300

375

400

NO

TE:

SH

AD

ED

BLO

CKS I

ND

ICATE T

HE C

ON

DIT

ION

S U

SED

FO

R N

ESC L

IMIT

S.













HO

RIZ

ON

TAL

SW

ING


0

3

2

1


CO

ND

UCTO

R:

AM

ES -

#2 A

AAC (

100 -

300 F

T R

S),

7 S

TRAN

D,

DIA

0.3

16 I

N,

WT .

0727 L

BS/F

T,

RBS 2

800 L

BS

TEN

SIO

N

100 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N300 F

OO

T R

ULI

NG

SPA

N(L

LT -

913 L

BS.)

(LLT

- 9

63 L

BS.)

(LLT

- 1

028 L

BS.)

FOR C

ON

STRU

CTIO

NIN

ITIA

L SAG

& T

EN

SIO

NS

AN

D D

ESIG













INIT

IAL

SAG

INIT

IAL

SAG

50

75

10

0125

150

175

200

TEN

SIO

N100

125

150

175

20

0225

250

TEN

SIO

N200

225

250

275

30

0325

350

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

275

300

375

400

913

895

883

837

780

723

666

609

553

526

476

120

1 1 1 1 1 1 1 1 1 1 1 2

3 1 1 1 1 1 1 1 1 1 1 5

5 1 1 1 1 2 2 2 2 2 2 9

8 2 2 2 2 2 3 3 3 3 4 14

11 3 3 3 3 4 4 4 4 5 5 21

15 4 4 4 4 5 5 6 6 6 7 28

20 5 5 5 6 6 7 7 8 8 9 36

963

897

885

840

783

727

671

615

561

534

487

172

5 1 1 1 1 2 2 2 2 2 2 6

7 2 2 2 2 2 3 3 3 3 4 10

10 3 3 3 3 3 4 4 4 5 5 14

14 4 4 4 4 5 5 5 6 6 7 19

19 5 5 5 6 6 6 7 8 8 9 25

24 6 6 7 7 8 8 9 10

10

11

32

29 8 8 8 9 9 10

11

12

13

14 40

35 9 9 10

11

11

12

13

15

15

17 48

42

11

11

12

13

14

15

16

18

18 20

57

1028

899

887

843

787

732

677

624

571

546

501

217

17 5 5 5 6 6 6 7 8 8 9 20

22 6 6 7 7 8 8 9 10

10

11

26

27 8 8 8 9 9 10

11

12

13

14

32

33 9 9 10

10

11

12

13

15

15

17 38

39

11

11

12

12

13

15

16

17

18

20

46

46

13

13

14

15

16

17

19

20

21

23

54

53

15

15

16

17

18 20

22

24

25

27

62

61

17

17

18

20

21

23

25

27

28

31

71

70

19

20

21

22

24

26

28

31

32

35

81

735

700

686

629

559

489

420

352

286

255

202

52

511

2 1 1 1 1 1 1 1 1 1 1 5 1

3 1 1 1 1 1 1 2 2 2 3 12 3

6 2 2 2 2 2 3 3 4 4 5 21 5

10 2 2 3 3 4 4 5 6 7 8 33 7

14 4 4 4 4 5 6 7 9 10

12 48

11

19 5 5 5 6 7 8 10

12

13

17 65

14

24 6 6 7 8 9 11

12

15

17

22

84

19

814

700

686

631

563

497

432

371

314

288

246

98

565

5 2 2 2 2 2 3 3 3 4 4 11 4

9 2 2 3 3 3 4 5 5 6 7 17 7

12 4 4 4 4 5 6 7 8 9 10

25 9

17 5 5 5 6 7 8 9 11

12

14

34

13

22 6 6 7 8 9 10

12

14

15

18 45

17

28 8 8 9 10

11

13

15

18

19

23

56

21

34

10

10

11

12

14

16

19 22

24

28

70

26

42

12

12

13

15

17

19

22

26

29

34

84

32

49

14

14

16

18 20

23

27

31

34 40

100

38

904

700

687

634

569

507

448

394

345

322

287

140

625

20 6 6 7 8 9 10

11

13

14

15 31

15

25 8 8 9 10

11

12

14

16

17

19 40

19

31

10

10

11

12

14

15

17 20

21

24 49

24

37

12

12

13

15

16

18 21

24

26

29

59

29

45

14

14

16

17

19 22

25

29

31

34

70

34

52

16

17

18 20

23

26

29

34

36 40

83

40

61

19

20

21

24

26

30

34

39

42

47

96

46

70

22

23

24

27

30

34

39 45

48

54

110

53

79

25

26

28

31

35

39

45

51

54 61

125

61

DWG.


CONDUCTOR SAG AND TENSION#2 AAAC AMES


R

NO

TES:

1.

SEE D

WG

. 05.0

1-0

0 F

OR G

EN

ERAL

NO

TES.

2.

ALL

SAG

VALU

ES L

ISTED

ON

CH

ART A

RE I

N I

NCH

ES;

TEN

SIO

N I

S I

N P

OU

ND

S.

FOR D

ESIG

N A

ND

FIN

AL

SAG

& T

EN

SIO

NS

MAIN

TEN

AN

CE

FIN

AL

SAG

FIN

AL

SAG

CO

ND

UCTO

R:

AM

ES -

#2 A

AAC (

400 -

600 F

T R

S),

7 S

TRAN

D,

DIA

0.3

16 I

N,

WT .

0727 L

BS/F

T,

RBS 2

800 L

BS

TEN

SIO

N

400 F

OO

T R

ULI

NG

SPA

N500 F

OO

T R

ULI

NG

SPA

N600 F

OO

T R

ULI

NG

SPA

N(L

LT -

1099 L

BS.)

(LLT

- 1

169 L

BS.)

(LLT

- 1

238 L

BS.)

300

325

350

375

40

0425

450

TEN

SIO

N400

425

450

475

50

0525

550

TEN

SIO

N500

525

550

575

60

0625

650

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

575

600

NO

TE:

SH

AD

ED

BLO

CKS I

ND

ICATE T

HE C

ON

DIT

ION

S U

SED

FO

R N

ESC L

IMIT

S.













HO

RIZ

ON

TAL

SW

ING


0

3

2

1


475

500

CO

ND

UCTO

R:

AM

ES -

#2 A

AAC (

400 -

600 F

T R

S),

7 S

TRAN

D,

DIA

0.3

16 I

N,

WT .

0727 L

BS/F

T,

RBS 2

800 L

BS

TEN

SIO

N

400 F

OO

T R

ULI

NG

SPA

N500 F

OO

T R

ULI

NG

SPA

N600 F

OO

T R

ULI

NG

SPA

N(L

LT -

1099 L

BS.)

(LLT

- 1

169 L

BS.)

(LLT

- 1

238 L

BS.)

FOR C

ON

STRU

CTIO

NIN

ITIA

L SAG

& T

EN

SIO

NS

AN

D D

ESIG













INIT

IAL

SAG

INIT

IAL

SAG

300

325

350

375

40

0425

450

TEN

SIO

N400

425

450

475

50

0525

550

TEN

SIO

N500

525

550

575

60

0625

650

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

575

600

475

500

1099

900

889

845

791

737

684

633

583

559

517

256

37

11

11

12

12

13

14

16

17

18

19

39

43

13

13

14

15

16

17

18 20

21

22

45

50

15

15

16

17

18 20

21

23

24

26

52

57

17

17

18

20

21

22

24

26

28

30

60

65

19 20

21

22

24

26

28

30

31

34

69

74

22

22

23

25

27

29

31

34

35

38

77

82

25

25

26

28

30

32

35

38 40

43

87

92

27

28

29

31

34

36

39

42

44

48

97

102

30

31

32

35

37

40

43

47

49

53

107

1169

900

889

846

794

742

691

642

595

573

533

291

61

20

20

21

22

24

25

27

29

31

33

60

69

22

22

23

25

27

29

31

33

35

37

68

77

25

25

26

28

30

32

35

37

39

42

76

86

28

28

29

31

33

36

38 41

43

46

85

96

30

31

32

34

37

40

43

46

48

51

94

105

34

34

36

38 41

44

47

51

53

57

104

116

37

37

39

42

45

48

52

56

58

62

114

126

40

41

43

46

49

52

56

61

63

68

125

138

44

44

47

50

53

57

61

66

69

74

136

1238

898

888

847

796

746

698

651

607

586

549

323

90

31

31

32

34

37

39

42

45

47

50

85

100

34

34

36

38

40

43

46

50

52

55

94

109

37

37

39

42

44

47

51

55

57

60

103

120

40

41

43

46

48

52

56

60

62

66

112

130

44

44

47

50

53

57

60

65

67

72

122

141

48

48

51

54

57 61

66

70

73

78

133

153

52

52

55

58

62

66

71

76

79

84

144

993

700

687

637

577

520

466

418

374

355

323

179

685

41

14

14

15

17

19 21

24

26

28

31

55

31

48

17

17

18 20

22

25

28

31

33

36

65

37

55

19

19 21

23

26

29

32

36

38

42

75

42

63

22

22

24

27

30

33

37 41

43

48

86

49

72

25

25

27

30

34

38

42

47

49

54

98

55

81

28

29

31

34

38

42

47

53

56 61

111

62

91

32

32

35

38

43

48

53

59

63

69

124

70

102

35

36

39 43

48

53

59

66

70

76

139

78

113

39

40

43

47

53

59

66

73

77

85

154

86

1079

700

688

641

585

533

484

441

402

384

355

214

742

66

25

25

27

30

33

36

40

44

46

49

82

51

75

28

29

31

34

37 41

45

49

51

56

93

58

84

32

32

35

38

42

46

50

55

58

62

104

65

94

35

36

39

42

46

51

56

62

64

70

116

72

104

39

40

43

47

51

57

62

68

71

77

128

80

114

43

44

47

52

57

62

69

75

79

85

142

88

125

47

48

52

57

62

68

75

82

86

93

155

97

137

52

53

56

62

68

75

82

90

94

102

170

106

149

56

57

62

67

74 81

90

98

103

111

185

115

1160

700

689

645

593

545

502

462

427

411

384

246

796

97

56 40

42

46

50

55

59

64

67

71

112

75

106

61

44

47

51

55

60

65

71

74

79

123

82

117

67

48

51

56 61

66

72

78 81

86

135

90

128

74

53

56 61

66

72

78

85

88

94

148

99

139

80

57 61

66

72

79

85

92

96

103

161

107

151

87

62

66

72

78

85

93

100

104

111

174

117

163

94

67

72

78

85

92

100

108

113

120

189

126

DWG.


CONDUCTOR SAG AND TENSION1/0 AAAC AZUZA


R

NO

TES:

1.

SEE D

WG

. 05.0

1-0

0 F

OR G

EN

ERAL

NO

TES.

2.

ALL

SAG

VALU

ES L

ISTED

ON

CH

ART A

RE I

N I

NCH

ES;

TEN

SIO

N I

S I

N P

OU

ND

S.

TEN

SIO

N

100 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N300 F

OO

T R

ULI

NG

SPA

NFO

R D

ESIG

N A

ND

FIN

AL

SAG

& T

EN

SIO

NS

MAIN

TEN

AN

CE

FIN

AL

SAG

FIN

AL

SAG

50

75

10

0125

150

175

200

TEN

SIO

N100

125

150

175

250

20

0225

250

325

TEN

SIO

N200

350

225

275

30

0

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

275

300

375

400

CO

ND

UCTO

R:

AZU

ZA -

1/0

AAAC (

100 -

300 F

T R

S),

7 S

TRAN

D,

DIA

0.3

95 I

N,

WT .

1157 L

BS/F

T,

RBS 4

304 L

BS

TEN

SIO

N

100 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N300 F

OO

T R

ULI

NG

SPA

N(L

LT -

1443 L

BS.)

(LLT

- 1

493 L

BS.)

(LLT

- 1

564 L

BS.)

FOR C

ON

STRU

CTIO

NIN

ITIA

L SAG

& T

EN

SIO

NS

AN

D D

ESIG













INIT

IAL

SAG

INIT

IAL

SAG

50

75

10

0125

150

175

200

TEN

SIO

N100

125

150

175

20

0225

250

TEN

SIO

N200

225

250

275

30

0325

350

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

275

300

375

400

NO

TE:

SH

AD

ED

BLO

CKS I

ND

ICATE T

HE C

ON

DIT

ION

S U

SED

FO

R N

ESC L

IMIT

S.













HO

RIZ

ON

TAL

SW

ING


0

3

2

1


CO

ND

UCTO

R:

AZU

ZA -

1/0

AAAC (

100 -

300 F

T R

S),

7 S

TRAN

D,

DIA

0.3

95 I

N,

WT .

1157 L

BS/F

T,

RBS 4

304 L

BS

(LLT

- 1

443 L

BS.)

(LLT

- 1

493 L

BS.)

(LLT

- 1

564 L

BS.)

1443

1426

1407

1334

1243

1152

1061

971

882

838

759

192

1 1 1 1 1 1 1 1 1 1 1 2

2 1 1 1 1 1 1 1 1 1 1 5

4 1 1 1 1 2 2 2 2 2 2 9

6 2 2 2 2 2 3 3 3 3 4 14

9 3 3 3 3 4 4 4 4 5 5 21

12 4 4 4 4 5 5 6 6 6 7 28

15 5 5 5 6 6 7 7 8 8 9 36

1493

1428

1410

1338

1247

1157

1068

980

893

851

775

274

4 1 1 1 1 2 2 2 2 2 2 6

6 2 2 2 2 2 3 3 3 3 4 10

8 3 3 3 3 3 4 4 4 5 5 14

11 4 4 4 4 5 5 5 6 6 7 19

15 5 5 5 6 6 6 7 8 8 9 25

19 6 6 7 7 8 8 9 10

10

11

32

23 8 8 8 9 9 10

11

12

13

14 40

28 9 9 10

10

11

12

13

15

15

17 48

33

11

11

12

12

14

15

16

18

18 20

57

1564

1431

1414

1342

1254

1166

1079

993

910

869

798

345

14 5 5 5 6 6 6 7 8 8 9 20

18 6 6 7 7 8 8 9 10

10

11

26

22 8 8 8 9 9 10

11

12

13

14

32

27 9 9 10

10

11

12

13

14

15

17 38

32

11

11

12

12

13

15

16

17

18

20

45

37

13

13

14

15

16

17

18 20

21

23

53

43

15

15

16

17

18 20

21

23

25

27

62

50

17

17

18

20

21

23

25

27

28

31

71

57

19 20

21

22

24

26

28

31

32

35

81

1149

1115

1093

1003

891

780

670

561

456

406

322

83

802

1 1 1 1 1 1 1 1 1 1 1 5 1

3 1 1 1 1 1 1 2 2 2 3 12 2

5 2 2 2 2 2 3 3 4 4 5 21 4

8 2 2 3 3 4 4 5 6 7 8 33 6

11 4 4 4 4 5 6 7 9 10

12 47 8

15 5 5 5 6 7 8 10

12

13

17

64

11

19 6 6 7 8 9 11

12

15

17

22

84

15

1232

1115

1093

1005

897

791

688

590

500

458

391

157

864

5 2 2 2 2 2 3 3 3 4 4 11 3

7 2 2 3 3 3 4 5 5 6 7 17 5

10 4 4 4 4 5 6 7 8 9 10 25 8

14 5 5 5 6 7 8 9 11

12

14

34

11

18 6 6 7 8 9 10

12

14

15

18 45

14

23 8 8 9 10

11

13

15

18

19 22

56

17

28

10

10

11

12

14

16

18 22

24

28

70

22

34

12

12

13

15

17

19

22

26

29

34

84

26

41

14

14

16

18 20

23

26

31

34 40

100

31

1334

1115

1094

1010

907

808

714

627

549

513

456

223

939

17 6 6 7 8 9 10

11

13

14

15 31

13

21 8 8 9 10

11

12

14

16

17

19 40

16

26

10

10

11

12

14

15

17

20

21

24

49

20

31

12

12

13

15

16

18 21

24

26

29

59

24

37

14

14

15

17

19

22

25

29

30

34

70

29

44

16

17

18

20

23

26

29

34

36

40

83

34

51

19

19 21

24

26

30

34

39 41

47

96

39

59

22

22

24

27

30

34

39

45

48

54

110

45

67

25

25

28

31

35

39

44

51

54

61

125

51

DWG.


CONDUCTOR SAG AND TENSION1/0 AAAC AZUZA


R

NO

TES:

1.

SEE D

WG

. 05.0

1-0

0 F

OR G

EN

ERAL

NO

TES.

2.

ALL

SAG

VALU

ES L

ISTED

ON

CH

ART A

RE I

N I

NCH

ES;

TEN

SIO

N I

S I

N P

OU

ND

S.

FOR D

ESIG

N A

ND

FIN

AL

SAG

& T

EN

SIO

NS

MAIN

TEN

AN

CE

FIN

AL

SAG

FIN

AL

SAG

CO

ND

UCTO

R:

AZU

ZA -

1/0

AAAC (

400 -

600 F

T R

S),

7 S

TRAN

D,

DIA

0.3

95 I

N,

WT .

1157 L

BS/F

T,

RBS 4

304 L

BS

TEN

SIO

N

400 F

OO

T R

ULI

NG

SPA

N500 F

OO

T R

ULI

NG

SPA

N600 F

OO

T R

ULI

NG

SPA

N

300

325

350

375

40

0425

450

TEN

SIO

N400

425

450

475

50

0525

550

TEN

SIO

N500

525

550

575

60

0625

650

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

575

600

NO

TE:

SH

AD

ED

BLO

CKS I

ND

ICATE T

HE C

ON

DIT

ION

S U

SED

FO

R N

ESC L

IMIT

S.













HO

RIZ

ON

TAL

SW

ING


0

3

2

1


475

500

CO

ND

UCTO

R:

AZU

ZA -

1/0

AAAC (

400 -

600 F

T R

S),

7 S

TRAN

D,

DIA

0.3

95 I

N,

WT .

1157 L

BS/F

T,

RBS 4

304 L

BS

TEN

SIO

N

400 F

OO

T R

ULI

NG

SPA

N500 F

OO

T R

ULI

NG

SPA

N600 F

OO

T R

ULI

NG

SPA

N(L

LT -

1643 L

BS.)

(LLT

- 1

725 L

BS.)

(LLT

- 1

807 L

BS.)

FOR C

ON

STRU

CTIO

NIN

ITIA

L SAG

& T

EN

SIO

NS

AN

D D

ESIG













INIT

IAL

SAG

INIT

IAL

SAG

300

325

350

375

40

0425

450

TEN

SIO

N400

425

450

475

50

0525

550

TEN

SIO

N500

525

550

575

60

0625

650

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

575

600

475

500

-

(LLT

- 1

643 L

BS.)

(LLT

- 1

725 L

BS.)

(LLT

- 1

807 L

BS.)

1643

1433

1416

1346

1259

1174

1090

1008

929

890

823

407

30

11

11

12

12

13

14

16

17

18

19

39

36

13

13

14

15

16

17

18 20

21

22

45

41

15

15

16

17

18 20

21

23

24

26

52

48

17

17

18

19 21

22

24

26

28

30

60

54

19

20

21

22

24

26

28

30

31

34

69

61

22

22

23

25

27

29

31

34

35

38

77

68

25

25

26

28

30

32

35

38 40

43

87

76

27

28

29

31

34

36

39

42

44

48

97

85

30

31

32

35

37

40

43

47

49

53

107

1725

1433

1416

1348

1264

1182

1101

1023

948

912

850

463

52

19 20

21

22

24

18

27

29

31

33

60

58

22

22

23

25

27

20

31

33

35

37

68

65

25

25

26

28

30

22

34

37

39

42

76

73

27

28

29

31

33

25

38 41

43

46

85

81

30

31

32

34

37

27

42

46

48

51

94

89

33

34

36

38 41

30

47

51

53

56

104

97

37

37

39

42

45

33

51

55

58

62

114

106

40

41

43

46

49

36

56 61

63

68

124

116

44

44

46

50

53

40

61

66

69

74

135

1807

1431

1415

1348

1267

1188

1111

1037

967

933

875

513

77

30

31

32

34

37

39

42

45

47

50

85

85

34

34

36

38 40

43

46

50

51

55

94

93

37

37

39

42

44

47

51

54

56

60

103

102

40

41

43

45

48

52

55

60

62

66

112

111

44

44

46

49

53

56

60

65

67

72

122

120

48

48

50

54

57 61

65

70

73

78

133

130

51

52

55

58

62

66

71

76

79

84

143

1441

1115

1095

1015

919

828

743

665

596

565

514

284

1015

35

14

14

15

17

19 21

24

26

28

30

55

26

41

16

17

18 20

22

25

28

31

33

36

65

31

47

19

19 21

23

26

29

32

36

38 41

75

36

54

22

22

24

27

30

33

37 41

43

48

86 41

62

25

25

27

30

34

38

42

47

49

54

98

47

70

28

29

31

34

38 42

47

53

56 61

111

53

78

32

32

35

38

43

48

53

59

62

68

124

60

87

35

36

39 43

47

53

59

66

70

76

139

66

96

39

40

43

47

53

59

65

73

77

85

154

74

1545

1115

1096

1021

932

848

771

702

640

612

566

340

1089

58

25

25

27

30

33

36

40

44

46

49

82

44

65

28

29

31

34

37 41

45

49

51

56

93

50

73

32

32

35

38

42

46

50

55

58

62

104

56

81

35

36

38

42

46

51

56 61

64

69

116

62

90

39

40

43

47

51

56

62

68

71

77

128

69

99

43

44

47

51

56

62

68

75

78

85

142

76

109

47

48

52

56

62

68

75

82

86

93

155

83

119

52

53

56

62

68

75

82

90

94

102

170

91

130

56

57 61

67

74 81

89

98

102

111

185

99

1645

1115

1097

1027

945

869

799

736

679

654

612

391

1158

85

39

40

42

46

50

55

59

64

67

71

112

65

93

43

44

47

51

55

60

65

71

73

78

123

71

102

47

48

51

56

61

66

72

78 81

86

135

78

112

52

52

56 61

66

72

78

85

88

94

148

85

122

56

57

61

66

72

78

85

92

96

102

161

93

132

61

62

66

72

78

85

92

100

104

111

174

101

143

66

67

72

78

85

92

100

108

113

120

189

109

1.

SEE D

WG

. 05.0

1-0

0 F

OR G

EN

ERAL

NO

TES.

DWG.


CONDUCTOR SAG AND TENSION

795 AAC ARBUTUSR

1

0

3

2


NO

TES:

2.

ALL

SAG

VALU

ES L

ISTED

ON

CH

ART A

RE I

N I

NCH

ES;

TEN

SIO

N I

S I

N P

OU

ND

S.


CO

ND

UCTO

R:

ARBU

TU

S -

795 A

AC,

37 S

TRAN

D,

DIA

1.0

26 I

N,

WT .

7468 L

BS/F

T,

RBS 1

3770 L

BS

TEN

SIO

N150 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N250 F

OO

T R

ULI

NG

SPA

N(L

LT -

4816 L

BS.)

(LLT

- 5

005 L

BS.)

(LLT

- 5

164 L

BS.)

FOR D

ESIG

N A

ND

FIN

AL

SAG

& T

EN

SIO

NS

MAIN

TEN

AN

CE













FIN

AL

SAG

FIN

AL

SAG

15

0160

170

180

190

200

TEN

SIO

N150

160

170

180

190

20

0210

TEN

SIO

N200

210

220

230

240

25

0

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

220

230

240

250

CO

ND

UCTO

R:

ARBU

TU

S -

795 A

AC,

37 S

TRAN

D,

DIA

1.0

26 I

N,

WT .

7468 L

BS/F

T,

RBS 1

3770 L

BS

TEN

SIO

N150 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N250 F

OO

T R

ULI

NG

SPA

N(L

LT -

4816 L

BS.)

(LLT

- 5

005 L

BS.)

(LLT

- 5

164 L

BS.)

FOR C

ON

STRU

CTIO

NIN

ITIA

L SAG

& T

EN

SIO

NS

AN

D D

ESIG













INIT

IAL

SAG

INIT

IAL

SAG

15

0160

170

180

190

200

TEN

SIO

N150

160

170

180

190

20

0210

TEN

SIO

N200

210

220

230

240

25

0

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

220

230

240

250

4816

4718

4630

4273

3820

3365

2916

2486

2093

1916

1641

714

8 5 5 6 7 7 9 10

12

13

15 35

9 6 6 7 8 8 10

11

14

15

17 40

10 7 7 8 8 10

11

13

15

17 20

45

11 8 8 8 10

11

12

15

17

19

22

51

13 8 9 9 11

12

14

16

19 21

25

57

14 9 10

10

12

13

15

18 21

23

27

63

5005

4850

4764

4419

3986

3554

3134

2736

2374

2211

1950

940

8 5 5 6 6 7 8 9 11

11

13

27

9 6 6 6 7 8 9 10

12

13

15 31

10 7 7 7 8 9 10

12

14

15

17 35

11 7 8 8 9 10

12

13

15

16

19

39

12 8 8 9 10

11

13

15

17

18 21

43

13 9 9 10

11

13

14

16

19

20

23

48

15

10

10

11

12

14

16

18 21

22

25

53

16

11

11

12

14

15

17

20

23

25

28

58

18

12

12

13

15

17

19

22

25

27

30

63

19

13

13

15

16

18 21

24

27

29

33

69

21

14

15

16

18

20

22

26

29

32

36

75

5164

4943

4860

4528

4113

3704

3310

2941

2605

2453

2207

1153

13 9 9 10

11

12

14

15

17

18

20

39

14

10

10

11

12

13

15

17

19

20

22 43

16

11

11

12

13

15

16

18 21

22

25

47

17

12

12

13

14

16

18 20

23

24

27

51

19

13

13

14

16

17

19 22

25

26

29

56

20

14

14

15

17

19 21

24

27

29

32

61

3700

3475

3357

2902

2386

1952

1614

1364

1182

1109

1003

595

2126

10 7 8 9 11

13

16 6 21

23

25

42 8

12 8 9 10

12

15

18 7 24

26

29

48 9

13 9 10

11

14

16 20 8 27

29

32

54

10

15

10

11

12

15

18

22 9 31

33

36 61

12

16

12

12

14

17 21

25

10

34

36 40

68

13

18

13

13

15

19

23

28

12

38

40

45

75

15

HO

RIZ

ON

TAL

SW

ING

3824

3475

3367

2957

2505

2130

1834

1605

1429

1356

1245

776

2353

10 7 7 9 10

12

14

16

18

19

20

33 7

11 8 9 10

11

13

16

18

20

21

23

37 8

13 9 10

11

13

15

18

20

23

24

26

42 9

14

10

11

12

14

17 20

23

25

27

29

47

11

16

12

12

14

16

19

22

25

28

30

32

52

12

18

13

13

15

18 21

24

28

31

33

36

58

13

19

14

15

17

20

23

27

31

35

36

40

64

14

21

16

16

18 22

25

29

34

38 40

44

70

16

23

17

18 20

24

28

32

37 41

44

48

76

17

25

18

19

22

26

30

35

40

45

48

52

83

19

28

20

21

24

28

33

38

44

49

52

56

90

20

3949

3475

3378

3012

2615

2286

2022

1810

1642

1570

1458

947

2552

17

13

13

15

17 20

22

25

27

29

31

47

12

19

14

15

16

19 22

24

27

30

31

34

52

13

21

16

16

18 21

24

27

30

33

35

37

57

15

23

17

18

20

23

26

29

33

36

38 41

63

16

25

19

19 21

25

28

32

36

39 41

44

68

17

27

20

21

23

27

31

35

39

43

45

48

74

19

NO

TE:

SH

AD

ED

BLO

CKS I

ND

ICATE T

HE C

ON

DIT

ION

S U

SED

FO

R N

ESC L

IMIT

S.

1.

SEE D

WG

. 05.0

1-0

0 F

OR G

EN

ERAL

NO

TES.

DWG.


CONDUCTOR SAG AND TENSION

336 AAC TULIPR

1

0

3

2


NO

TES:

2.

ALL

SAG

VALU

ES L

ISTED

ON

CH

ART A

RE I

N I

NCH

ES;

TEN

SIO

N I

S I

N P

OU

ND

S.


CO

ND

UCTO

R:

TU

LIP

-336.4

AAC,

19 S

TRAN

D,

DIA

0.6

66 I

N,

WT .

3155 L

BS/F

T,

RBS 5

940 L

BS

TEN

SIO

N150 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N250 F

OO

T R

ULI

NG

SPA

N(L

LT -

2383 L

BS.)

(LLT

- 2

497 L

BS.)

(LLT

- 2

596 L

BS.)

FOR D

ESIG

N A

ND

FIN

AL

SAG

& T

EN

SIO

NS

MAIN

TEN

AN

CE













FIN

AL

SAG

FIN

AL

SAG

15

0160

170

180

190

200

TEN

SIO

N150

160

170

180

190

20

0210

TEN

SIO

N200

210

220

230

240

25

0

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

220

230

240

250

CO

ND

UCTO

R:

TU

LIP

-336.4

AAC,

19 S

TRAN

D,

DIA

0.6

66 I

N,

WT .

3155 L

BS/F

T,

RBS 5

940 L

BS

TEN

SIO

N150 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N250 F

OO

T R

ULI

NG

SPA

N(L

LT -

2383 L

BS.)

(LLT

- 2

497 L

BS.)

(LLT

- 2

596 L

BS.)

FOR C

ON

STRU

CTIO

NIN

ITIA

L SAG

& T

EN

SIO

NS

AN

D D

ESIG













INIT

IAL

SAG

INIT

IAL

SAG

15

0160

170

180

190

200

TEN

SIO

N150

160

170

180

190

20

0210

TEN

SIO

N200

210

220

230

240

25

0

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

220

230

240

250

HO

RIZ

ON

TAL

SW

ING

NO

TE:

SH

AD

ED

BLO

CKS I

ND

ICATE T

HE C

ON

DIT

ION

S U

SED

FO

R N

ESC L

IMIT

S.

2383

2305

2265

2106

1903

1698

1492

1290

1097

1006

857

326

9 5 5 5 6 6 7 8 10

11

12 33

10 5 5 6 6 7 8 9 11

12

14

37

12 6 6 6 7 8 9 11

12

14

16 42

13 7 7 7 8 9 10

12

14

15

18 47

15 8 8 8 9 10

12

13

16

17 20

53

16 8 8 9 10

11

13

15

17

19

22

58

2497

2374

2336

2181

1985

1787

1590

1399

1218

1134

994

429

9 5 5 5 5 6 7 8 9 9 11

25

10 5 5 6 6 7 8 9 10

11

12

28

11 6 6 6 7 8 9 10

11

12

14 32

12 7 7 7 8 9 10

11

13

14

15

36

14 7 7 8 9 10

11

12

14

15

17 40

15 8 8 9 10

11

12

14

16

17

19 44

17 9 9 10

11

12

13

15

17

18 21

49

19

10

10

10

12

13

14

16

19

20

23

53

20

11

11

11

13

14

16

18 21

22

25

58

22

12

12

12

14

15

17

20

22

24

27

64

24

13

13

14

15

17

19 21

24

26

30

69

2596

2423

2386

2236

2046

1855

1668

1487

1317

1238

1106

527

15 8 8 8 9 10

11

13

14

15

17

36

16 9 9 9 10

11

13

14

16

17

19 40

18 9 10

10

11

12

14

15

17

19 21

44

20

10

10

11

12

14

15

17

19 20

23

48

21

11

11

12

13

15

16

18 21

22

25

52

23

12

12

13

15

16

18

20

22

24

27

56

1743

1538

1484

1278

1044

848

695

584

504

473

427

252

1003

12 7 7 8 10

13

15

18 21

23

25

42

11

14 8 8 10

12

14

17 21

24

26

28

48

13

16 9 9 11

13

16

20

23

27

29

32

54

14

18

10

10

12

15

18 22

26

30

32

36 61

16

20

11

12

13

16 20

25

29

34

36

40

68

18

22

12

13

15

18 22

27

32

38

40

44

75

20

1845

1537

1488

1302

1096

925

792

690

612

580

531

329

1123

12 7 7 8 10

12

14

15

17

18

20

32

10

13 8 8 9 11

13

15

18 20

21

23

37

11

15 9 9 10

12

15

17 20

22

24

26

42

13

17

10

10

12

14

17

19

22

25

27

29

47

14

19

11

11

13

16

19

22

25

28

30

32

52

16

21

12

13

15

17 21

24

27

31

33

36

58

18

23

14

14

16

19 23

26

30

34

36

39

64

20

25

15

15

18 21

25

29

33

37

40

43

70

21

28

16

17

19

23

27

32

36 41

43

47

76

23

30

18

18 21

25

30

35

40

45

47

51

83

26

33

19

20

23

27

32

38 43

48

51

56

90

28

1945

1538

1493

1326

1144

994

875

780

705

673

624

402

1230

20

12

13

14

17

19 22

24

27

28

30

47

16

22

14

14

16

18 21

24

27

30

31

34

52

18

24

15

15

17

20

23

26

29

33

34

37

57

20

26

16

17

19 22

25

29

32

36

37 40

62

22

29

18

18 21

24

27

31

35

39 41

44

68

23

31

19

20

22

26

30

34

38

42

44

48

74

25

1.

SEE D

WG

. 05.0

1-0

0 F

OR G

EN

ERAL

NO

TES.

DWG.


CONDUCTOR SAG AND TENSIONREDUCED TENSION 1/0 AAAC AZUZA

FEEDER NEUTRAL

R

1

0

3

2


NO

TES:

2.

ALL

SAG

VALU

ES L

ISTED

ON

CH

ART A

RE I

N I

NCH

ES;

TEN

SIO

N I

S I

N P

OU

ND

S.


CO

ND

UCTO

R:

AZU

ZA -

1/0

AAAC R

ED

UCED

TEN

SIO

N,

7 S

TRAN

D,

DIA

0.3

95 I

N,

WT .

1157 L

BS/F

T,

RBS 4

304 L

BS

TEN

SIO

N150 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N250 F

OO

T R

ULI

NG

SPA

NFO

R D

ESIG

N A

ND

FIN

AL

SAG

& T

EN

SIO

NS

MAIN

TEN

AN

CE













FIN

AL

SAG

FIN

AL

SAG

15

0160

170

180

190

200

TEN

SIO

N150

160

170

180

190

20

0210

TEN

SIO

N200

210

220

230

240

25

0

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

220

230

240

250

CO

ND

UCTO

R:

AZU

ZA -

1/0

AAAC R

ED

UCED

TEN

SIO

N,

7 S

TRAN

D,

DIA

0.3

95 I

N,

WT .

1157 L

BS/F

T,

RBS 4

304 L

BS

TEN

SIO

N150 F

OO

T R

ULI

NG

SPA

N200 F

OO

T R

ULI

NG

SPA

N250 F

OO

T R

ULI

NG

SPA

N(L

LT -

642 L

BS.)

(LLT

- 7

20 L

BS.)

(LLT

- 7

86 L

BS.)

FOR C

ON

STRU

CTIO

NIN

ITIA

L SAG

& T

EN

SIO

NS

AN

D D

ESIG













INIT

IAL

SAG

INIT

IAL

SAG

15

0160

170

180

190

200

TEN

SIO

N150

160

170

180

190

20

0210

TEN

SIO

N200

210

220

230

240

25

0

FLO

RID

A L

IGH

T L

OAD

ING

DIS

TRIC

T S

AG

AN

D T

EN

SIO

N C

HART F

OR:

220

230

240

250

HO

RIZ

ON

TAL

SW

ING

NO

TE:

SH

AD

ED

BLO

CKS I

ND

ICATE T

HE C

ON

DIT

ION

S U

SED

FO

R N

ESC L

IMIT

S.

(LLT

- 6

42 L

BS.)

(LLT

- 7

20 L

BS.)

(LLT

- 7

86 L

BS.)

642

474

460

406

345

293

250

216

189

178

162

95

19 8 9 10

11

13

16

18 21

22

24 41

22 9 10

11

13

15

18 21

24

25

28

47

25

11

11

12

15

17 20

23

27

28

31

53

28

12

12

14

16

19 23

26

30

32

35

59

31

13

14

15

18

22

25

29

33

35

39

66

35

15

15

17 20

24

28

32

37

39

43

73

720

489

476

426

371

324

285

253

227

216

199

124

17 8 8 9 11

12

14

15

17

18 20

32

20 9 9 10

12

14

16

18 20

21

22

36

22

10

11

12

14

16

18 20

22

23

25 41

25

12

12

13

15

17 20

22

25

26

28

46

28

13

13

15

17

19

22

25

28

29

32

51

31

14

15

16

19 21

24

27

31

32

35

56

34

16

16

18 21

24

27

30

34

35

38

62

37

17

18 20

23

26

30

33

37

39

42

68

41

19

19 22

25

28

32

36 40

43

46

74

44

21

21

24

27

31

35

40

44

46

50 81

48

22

23

26

29

34

38

43

48

50

55

88

786

494

483

438

388

346

311

282

258

247

231

150

28

14

14

16

18 20

22

25

27

28

30

46

31

15

16

18

20

22

25

27

30

31

33

51

34

17

17

19 22

24

27

30

33

34

37

56

37

19

19 21

24

27

30

33

36

37

40

61

41

20

21

23

26

29

32

36

39 41

43

67

44

22

23

25

28

31

35

39

42

44

47

72

632

413

396

334

272

226

193

170

152

145

134

87

356

20 9 10

12

14

17

20

23

26

27

29

45

19

23

11

11

13

16

20

23

26

29

31

33

52

21

25

12

13

15

18

22

26

30

33

35

38

58

24

29

14

14

17 21

25

29

33

37

39

42

65

27

32

15

16

19 23

28

33

37 41

44

47

73

30

35

17

17 21

26

31

36 41

46

48

52 81

34

704

413

399

348

296

257

228

205

187

179

167

113

414

18 9 10

11

13

15

17

19 21

22

23

35

16

20

11

11

13

15

17 20

22

24

25

27

40

18

23

12

13

14

17 20

22

25

27

28

30

45

21

26

14

14

16

19

22

25

28

30

31

34

50

23

28

15

16

18 21

24

28

31

34

35

38

56

26

32

17

17

20

24

27

31

34

37

39

42

62

29

35

19

19 22

26

30

34

38 41

43

46

68

32

38

20

21

24

28

33

37 41

45

47

50

75

35

42

22

23

27

31

36 40

45

49

51

55

82

38

45

24

25

29

34

39

44

49

54

56

60

89

42

49

26

27

31

37

42

48

53

58 61

65

97

45

768

413

401

359

316

282

255

234

216

209

197

137

463

29

17

17

19

22

25

27

30

32

33

35

51

26

32

19

19 21

24

27

30

33

36

37

39

56

28

35

20

21

24

27

30

33

36

39

40

43

62

31

38

22

23

26

29

33

36

39

43

44

47

67

34

42

24

25

28

32

36

39

43

46

48

51

73

37

45

26

27

30

34

39 43

47

50

52

55

80

40

05.02-1410/14/14 ROBESON GUINN ADCOCK

SLACK SPAN SAG TABLE

NESC LIGHT LOADING ZONEREVISED CK'DBY APPR.

1

0

3

2DEF

X

DEPDEMDEC

SPAN LENGTH (FT)CONDUCTORS

MINIMUM POLE CLASS REQUIRED

45 FOOT 50 FOOT 55 FOOTINITIAL STRINGING SAGS (INCHES)

3 3 3

4 3 3

795 PRI - #1/0 NEU

336 AND SMALLER25

4 3 3

4 3 3

336 PRI - #1/0 NEU

#1/0 PRI - #1/0 NEU

50

3 2 2795 PRI - #1/0 NEU

AND SMALLER

12

24

3 2 2

4 3 3

336 PRI - #1/0 NEU

#1/0 PRI - #1/0 NEU

75

NOT PERMITTED795

AND SMALLER

NOT PERMITTED

4 3 2

336 - 795

#1/0 PRI - #1/0 NEU

100AND SMALLER

36

3. POLE CLASSES DESIGNED FOR NO MORE THAT 1.5% DEFLECTION AT 60° F.

4. SOME POLE CLASSES LISTED MAY EXCEED THE CLASS POLE REQUIRED FOR STRENGTH BECAUSE A LOWERCLASS POLE IS NOT A STOCK ITEM.

MAXIMUM

NOTES:

2. SAGS ARE AT 60° F. SAGS WILL NOT VARY MORE THAN 2 INCHES BETWEEN 30° F AND 90° F.

1. THE POLES IN THESE TABLES ARE DESIGNED TO BE SELF-SUPPORTING STRUCTURES AT THE END OF A SINGLESPAN. IF THE TAKE-OFF POLE CANNOT BE SUPPORTED WITH DOWN GUYS AND ANCHORS, IT MUST BE EVALUATEDAS A SELF-SUPPORTING STRUCTURE. IF ADDITIONAL LOAD IS ADDED TO THE POLES IN THESE TABLES, THEPOLES MUST BE RE-EVALUATED FOR STRENGTH REQUIREMENTS TO PREVENT POLE DEFECTION OVER TIME.

SINGLE, TWO AND THREE-PHASE

SLACK SPAN POLE CLASS AND SAG REQUIRMENTS

40 FOOT

4

5

4

5

4

3

4

4

5. DO NOT USE AUTOMATIC SPLICES IN SLACK SPANS.

DWG.

05.03-01

LOW END OF SPAN THAN AT MID-SPAN. SEE DWG. 05.01-01.

STANDARD SAGS FOR SECONDARIES AND SERVICES R

180404 4624 24 2424 24 2424 24 25 32 39 55 63 73 9484 106 112

2424 24 24 24 2524 24 37 44 52 7161 81

37

44

2424 24 24 24 4024 32 49 60 71 9884 112 70

201103

181408

181410 24 24 2424 24 4229 54 65 80 84

24 24 2424 24 4528 56 68 84

24 24 2424 33 5442 68

85

104

201106

201102

201109

201107

201111

72594939262424242424 70

473624242424 108

24 24 24 28 42 122

ELKINSGUINNROBESON11/22/10

CATALOGNUMBER

TEN

SIO

N

INDICATES LONGEST SPAN STRINGING TENSION (LBS.)*

* INDICATES LONGEST SPAN STRINGING TENSION (LBS.)

NUMBERCATALOG

180' 190'150' 160' 170' 195'140'120' 130'110'100'80'70'50'40' 60'

SPAN (FEET)

90'0-20'

SERVICE

30'

SAGS FOR OVERHEAD AERIAL CABLE USED AS SERVICES (INCHES)

4/0 TPX

4/0 QPX

GALLEY1/0 QPX

AUBURN1/0 TPX

1/0 DPX

VISZLA#6 DPX

SPAN (FEET)

SAGS FOR SECONDARIES AND SERVICES (INCHES)

NOTES:

TEN

SIO

N

SERVICE

WHIPPET#4 DPX

SOLASTER#2 TPX

SANDCRAB1/0 TPX

30'0-20' 90'60'40' 50' 70' 80' 100' 110' 130'120' 140' 195'170'160'150' 190'180'

1. SAGS ARE STRINGING SAGS FOR NORMAL STRINGING TEMPERATURES. WHEN STRUNG AS ABOVE, SAGS GIVEN MAY ALSO BE USED AS APPROXIMATE 60° FINAL SAGS AT MID-SPAN. FOR SLOPED SPANS, CABLE IS LOWER NEAR

2. THESE STANDARD SAGS ARE BASED ON 200 LB. CONDUCTOR TENSION, WHICH IS ALLOWABLE PULL ON 2" STEEL

MAST GUYING OR BRACING, LARGER MAST OR SPECIAL SAG.

3. USE SPECIAL SAGS WHEN SPECIFIED ON WORK ORDER BY ENGINEER.

THE SAGS ARE BASED ON THE 200 LB. LIMIT APPLIED AT LIGHT LOAD TENSION.

0

3

2

1


-

-

-

- - - -

-

-

-

-

-

-

-

-

-

-

-

-

- - - - - - - - -- - - - -

- - - -

- -

- - - - - - - - -

- - - - - - - - -

- - - - - - - - -

- - - - - - - - -

ELKINSBURLISON5/24/12

SERVICE MAST OF 4 FT. OR LESS LENGTH ABOVE SOLID SUPPORT (ROOF). GREATER LENGTHS OF MAST REQUIRE

DWG.

05.03-06

120

90

60

30

NOTE: #4 BARE NEUTRAL AAAC WITH #4 AAC PHASE CONDUCTOR AND 1/0 AAAC NEUTRAL WITH 1/0 AAC PHASE CONDUCTOR.

MAXIMUM TENSION FROM LIGHT LOADING PER SIXTH EDITION OF NESC (9 LBS WIND + CONSTANT @ 30°F). SAG DATA BASED ON

300 FOOT RULING SPAN. TENSIONS SHOWN ASSUME NO ICE OR WIND. MAXIMUM TENSIONS: #4 - 902 POUNDS, 1/0 - 2,230 POUNDS.

1/0

1/0

4

4

FINAL

INITIAL

FINAL

INITIAL

WIREPHASE

SIZECONDITIONSSTRINGING

1"

1'4"

1'1"

10"

8"

1'1"

10"

7"

6"

1'3"

1'0"

10"

8"

11"

9"

7"

6"

2'4"

1'11"

1'5"

1'1"

2'0"

1'6"

1'1"

10"

2'3"

1'10"

1'6"

1'2"

1'7"

1'4"

1'1"

11"

3'8"

3'0"

2'2"

1'9"

3'1"

2'4"

1'8"

1'4"

3'6"

2'10"

2'3"

1'9"

2'6"

2'1"

1'8"

1'5"

5'4"

4'3"

3'2"

2'6"

4'5"

3'4"

2'5"

1'11"

5'0"

4'1"

3'3"

2'7"

3'8"

3'0"

2'5"

2'0"

7'3"

5'10"

4'4"

3'5"

6'0"

4'7"

3'4"

2'8"

6'9"

5'1"

4'5"

3'6"

4'11"

4'1"

3'3"

2'9"

9'6"

7'3"

5'8"

4'5"

7'11"

6'0"

4'4"

3'5"

8'11"

7'4"

5'10"

4'7"

6'5"

5'4"

4'4"

3'7"

12'0"

9'7"

7'2"

5'8"

10'0"

7'7"

5'5"

4'4"

11'4"

9'3"

7'5"

5'10"

8'3"

6'11"

5'6"

4'7"

14'10"

11'10"

8'10"

6'11"

12'4"

9'4"

6'9"

5'5"

13'11"

11'5"

9'1"

7'2"

10'0"

8'5"

6'8"

5'7"

529

661

891

1128

636

838

1165

1453

223

371

342

436

304

373

460

555

°F

TEMP

50 100 150 250200 300 400350 450 500

TENSIONSAG FOR VARIOUS SPANS

2 CONDUCTOR ALUMINUM ASC

120

90

60

30

120

90

60

30

120

90

60

30

1"

1"

1"

1"

2"

1"

1"

2"

1"

1"

1"

1"

1"

1"

1"

7"

6"

4"

3"

6"

4"

3"

3"

7"

5"

3"

4"

4"

5"

3"

3"


SAG AND TENSION DATA,

SECONDARY CABLER

0

3

2

1


DWG.

05.03-07

120

90

60

30

NOTE:

4/0

4/0

1/0

1/0

FINAL

INITIAL

FINAL

INITIAL

WIREPHASE


3"

3"

2"

2"

3"

2"

2"

2"

3"

2"

2"

1"

2"

2"

1"

1"

710

809

937

1104

881

1012

1184

1375

589

708

885

1104

800

972

1190

1435

°F

TEMP

50



1'1"

11"

10"

8"

10"

9"

8"

7"

10"

8"

7"

5"

7"

6"

5"

4"

100

2'5"

2'1"

1'10"

1'6"

1'11"

1'8"

1'5"

1'3"

1'11"

1'7"

1'3"

1'0"

1'5"

1'2"

11"

9"

150

4'3"

3'9"

3'3"

2'9"

3'5"

3'0"

2'7"

2'3"

3'5"

2'10"

2'3"

1'10"

2'6"

2'0"

1'8"

1'5"

200

6'8"

4'3"

5'0"

4'3"

-

-

-

-

-

-

-

-

-

-

-

-

5'5"

4'8"

4'0"

3'6"

5'4"

4'5"

3'6"

2'10"

-

-

-

-

-

-

-

-

7'8"

6'4"

5'0"

4'1"

10'5"

8'8"

6'10"

5'6"

3'11"

3'2"

2'7"

2'2"

250

5'7"

4'7"

3'9"

3'1"

7'7"

6'2"

5'2"

4'2"

300 350

-

-

-

-

13'7"

11'4"

8'11"

7'2"

9'11"

8'1"

6'9"

5'6"

400

1/0 AAAC BARE NEUTRAL WITH TWO 1/0 OR TWO 4/0 AAC PHASE CONDUCTORS. MAXIMUM TENSION FROM LIGHT LOADING PER SIXTH EDITION OF NESC (9 LBS WIND + CONSTANT @ 30°F). SAG DATA BASED ON 300 FOOT RULING SPAN. TENSIONS SHOWN

ASSUME NO ICE OR WIND. MAXIMUM TENSIONS: 1/0 - 1,767 POUNDS, 4/0 - 1,679 POUNDS.

120

90

60

30

90

120

30

60

120

90

60

30



SECONDARY CABLER

0

3

2

1


DWG.

05.03-08

60

30

120

90

60

30

120

90

60

30

NOTE:

90

120

30

60

90

120

4/0

4/0

1/0

1/0

FINAL

INITIAL

FINAL

INITIAL

WIREPHASE


4"

4"

3"

3"

3"

3"

3"

2"

9"

6"

3"

3"

4"

3"

3"

3"

820

893

985

1104

946

1171

1312

680

780

920

1110

850

1000

1190

1390

°F

TEMP

50



1'4"

1'2"

1'1"

12"

1'1"

12"

11"

10"

1'5"

1'1"

10"

10"

8"

7"

6"

100

2'11"

2'8"

2'5"

2'2"

2'6"

2'3"

2'0"

1'10"

2'6"

2'1"

1'8"

1'5"

1'10"

1'6"

1'4"

1'1"

150

5'2"

4'9"

4'4"

3'10"

4'6"

4'1"

3'7"

3'2"

4'0"

3'5"

2'10"

2'5"

3'2"

2'7"

2'3"

1'10"

200

8'2"

7'5"

6'9"

6'0"

-

-

-

-

-

-

-

-

-

-

-

-

7'

6'4"

5'8"

5'0"

5'7"

5'0"

4'4"

3'9"

-

-

-

-

-

-

-

-

7'6"

6'10"

6'1"

5'5"

10'0"

9'3"

8'6"

7'8"

4'7"

4'0"

3'6"

3'0"

250

6'4"

5'10"

5'1"

4'6"

8'7"

8'3"

7'6"

6'7"

300 350

-

-

-

-

14'1"

13'0"

12'2"

11'5"

12'3"

11'6"

10'10"

9'7"

400

1/0 AAAC BARE NEUTRAL WITH THREE 1/0 OR THREE 4/0 AAC PHASE CONDUCTORS. MAXIMUM TENSION FROM LIGHT LOADINGPER SIXTH EDITION OF NESC (9 LBS WIND + CONSTANT @ 30°F). SAG DATA BASED ON 300 FOOT RULING SPAN. TENSIONS

SHOWN ASSUME NO ICE OR WIND. MAXIMUM TENSIONS: 1/0 - 1,880 POUNDS, 4/0 - 1,706 POUNDS.

7"

1048



SECONDARY CABLER

0

3

2

1


05.04-223/31/15 ROBESON WHITE ADCOCK

#2 TRIPLEX FULL NEUTRAL (SHRIMP)


1

0

3

2DEFDEPDEM

X

DEC

CONDUCTORTEMPERATURE

TENSION(LBS)

50' 75' 100' 125' 150' 175'

1 2 8 11 14 180° 1053

1 2 8 11 15 1915° 974

1 2 9

13

16 2130° 896

1 2 10

15

17 2240° 846

1 2 11

17

20 2560° 748

1 3 12

19

22 2880° 657

2 4 14 25 32100° 574

2 4 16 22 29 37120° 502

#2 TRIPLEX FULL NEUTRAL (SHRIMP)SECONDARY AND SERVICE SAG AND TENSION DATA

LIGHT LOADING ZONE

200 FOOT RULING SPAN

INITIAL STRINGING SAGS - POLE TO POLE

SAG IS IN INCHES AT GIVEN SPAN LENGTHS

200' 225' 250' 275' 300'

22 26 31

23 28 34

25 31 37

27 33 39

30 37 44

35 42 50

40 48 57

45 55 65


TENSION(LBS)

50' 75' 100' 125' 150' 175'

1 4 9 13 17 210° 873

1 5 10 14 19 2415° 748

1 5 12 16 21 2630° 700

1 6 13 17 23 2940° 648

2 7 15 20 26 3360° 553

2 8 17 24 31 3980° 475

2 9 20 27 35 45100° 412

3 10 23 31 40 51120° 363


FINAL SAGS - POLE TO POLE


200' 225' 250' 275' 300'

26 38

29 42

33 47

35 51

41 59

48 69

55 80

63 90

NESC CABLE LOADING LIMIT: FINAL TENSION, 25%, 30°, NO WIND (700 LBS)

SECONDARY - POLE TO POLE

SERVICE - POLE TO BUILDING

MAXIMUM LOADING AT 30°, 9 LBS WIND. MAXIMUM LOAD IS LIMITED TO 350 LBS;

THE RECOMMENDED MAXIMUM TENSION ON A 2 INCH SERVICE MAST. IF GREATER CABLE TENSION, LESS SAG IS REQUIRED, THE SERVICE MAST MUST BE BRACED AGAINST THE INCREASED TENSION.

IN °F

IN °F

3 6 10 16 23 321023 41 52 64 78 93

FINAL SAG AND TENSION - LIGHT LOADING ZONE WITH WIND


TENSION(LBS)

50' 60' 70' 80' 90' 100'

5 7 10 12 16 190° 188

5 8 11 14 18 2215° 168

6 9 12 15 19 2430° 153

6 9 12 16 21 2540° 144

7 10 14 18 23 2860° 130

8 11 15 20 25 3180° 119

8 12 16 21 27 33100° 110

9 13 17 23 29 35120° 103

INITIAL SAG AND TENSIONSERVICE DROP DISTANCE (FT)

110' 120'

24 28

26 31

29 34

31 36

34 40

37 44

40 48

43 51

IN °F

POLE TO BUILDING

8 11 15 19 24 3030°, 9 LBS WIND 349 37 43


12

5

6

6

7

8

9

10

11

32

35

39

43

50

58

67

76

2

3

3

3

4

4

5

6

3

4

4

4

5

6

6

7

7

7

8

9

10

12

14

16

30°, 9 LBS WIND

05.04-243/31/15 ROBESON WHITE ADCOCK

#1/0 TRIPLEX FULL NEUTRAL (GAMMARUS)


1

0

3

2DEFDEPDEM

X

DEC


TENSION(LBS)

50' 75' 100' 125' 150' 175'

1 2 8 11 15 180° 1613

1 2 9 12 16 2015° 1489

1 2 10

14

17 2230° 1367

1 3 10

16

18 2340° 1288

1 3 12

18

21 2660° 1136

1 3 13

21

24 3080° 996

2 4 15 27 34100° 871

2 4 17 23 31 39120° 763

#1/0 TRIPLEX FULL NEUTRAL (GAMMARUS)SECONDARY AND SERVICE SAG AND TENSION DATA

LIGHT LOADING ZONE


INITIAL STRINGING SAGS - POLE TO POLE


200' 225' 250' 275' 300'

23 27 33

25 30 35

27 32 39

28 34 41

32 39 46

37 44 53

42 51 60

48 58 69


TENSION(LBS)

50' 75' 100' 125' 150' 175'

1 4 10 13 17 220° 1338

1 5 11 15 20 2515° 1199

1 5 12 17 22 2830° 1070

1 6 13 18 24 3040° 990

2 7 16 21 28 3560° 847

2 8 18 25 32 4180° 729

2 9 21 28 37 47100° 636

3 10 23 32 42 53120° 563


FINAL SAGS - POLE TO POLE


200' 225' 250' 275' 300'

27 39

30 44

34 49

37 53

43 62

50 72

58 83

65 94

NESC CABLE LOADING LIMIT: FINAL TENSION, 25%, 30°, NO WIND (1070 LBS)

SECONDARY - POLE TO POLE

SERVICE - POLE TO BUILDING

MAXIMUM LOADING AT 30°, 9 LBS WIND. MAXIMUM LOAD IS LIMITED TO 350 LBS;

THE RECOMMENDED MAXIMUM TENSION ON A 2 INCH SERVICE MAST. IF GREATER CABLE TENSION, LESS SAG IS REQUIRED, THE SERVICE MAST MUST BE BRACED AGAINST THE INCREASED TENSION.

IN °F

IN °F

2 5 9 15 21 291456 38 48 59 71 85



TENSION(LBS)

50' 60' 70' 80' 90' 100'

8 12 16 21 27 330° 177

9 13 17 22 28 3515° 168

9 13 18 23 30 3730° 160

9 14 18 24 30 3840° 156

10 14 19 25 32 4060° 148

10 15 20 27 34 4280° 141

11 16 21 28 35 44100° 134

11 16 22 29 37 45120° 129

INITIAL SAG AND TENSIONSERVICE DROP DISTANCE (FT)

110' 120'

40 48

42 50

44 53

46 54

48 57

50 60

53 63

55 66

IN °F

POLE TO BUILDING

10 14 19 25 32 3930°, 9 LBS WIND 348 48 57


13

6

6

7

7

8

9

11

12

33

37

41

45

52

61

70

79

2

3

3

3

4

5

5

6

4

4

4

5

5

6

7

8

7

8

9

9

11

13

14

16

30°, 9 LBS WIND

05.01 sags for primary conductor sag and tension · pdf fileconductor sag and tension #4 aaac...

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