8/18/2019 Pole Loading Tree Calculation

1/33

Transmission Tension Steel Pole

Type TSP 30

 Angle Deviation 15 30

Wind Pressure for Steel tower  70

Condutor  !0

"nsulator  #0

$um%er of Ciruit 1

&asi Span '00

Wind (oading Span

$ormal wor)ing 300

&ro)en wire '00

Weig*t Span

Suspension Tower 

$ormal wor)ing !00

&ro)en wire 300Tension Tower 

$ormal wor)ing !00

&ro)en wire 300

+a,imum Wor)ing Tower -T. Condutor '!00

+a,imum Wor)ing Tower -T. /roundwires 1!00

Ca%le

/roundwire

/SW

weig*t per meter  0!!#

diametre 2#

P/W

weig*t per meter  0!50

diametre 1'4 mm

itting 7# )g

Damper  '4 )g

6uantity '

weig*t 1! )g

Condutor 

 ACS

weig*t per meter -)g8m. 024! 024!

diametre -mm. '12 '12"nsulator 

6uantity 1'

overall 6uantity '!

area !34 , '5!

weig*t # )g

itting 3#31 )g

Damper 

6uantity '

weig*t !#5 )g

Spaer 

6uantity 0

weig*t 1! )g

9umper 4# )g

mm'

8/18/2019 Pole Loading Tree Calculation

2/33

Seismic Load

V = Horizontal Force

= 0.2 , Batam, Zone 1I = 1.4 , Power Plant Facilit

! = 2.2 , cantile"er col#mn

= $ei%&t o' Str#ct#re

V = 0.12()

*1

$t

$t

V =C 

1 I 

 RW 

t 

8/18/2019 Pole Loading Tree Calculation

3/33Wind90_Dev30_Ew 1 of 10

UNFACTORED LOADS IN KILOGRAMS TSP 30

Tension Steel Pole it! in" #0 "e$ % De&i'tion () "e$

C'l*ul'tion For E'rt!wire Lo'"s

Wind 20

Deviation 15

Wind Span $ormal : 300 m; &ro)en : '00 mWeig*t Span $ormal : !00 m; &ro)en : 300 m

+inimum Weig*t Span : 0 m

8/18/2019 Pole Loading Tree Calculation

4/33

8/18/2019 Pole Loading Tree Calculation

5/33Wind20BDev30BCond ' of 10

UNFACTORED LOADS IN KILOGRAMS TSP 30

Tension Steel Pole it! in" #0 "e$ % De&i'tion () "e$

C'l*ul'tion For Con"u*tor Lo'"s

Wind 20

Deviation 15

Wind Span $ormal : 300 m; &ro)en : '00 m

Weig*t Span $ormal : !00 m; &ro)en : 300 m

+inimum Weig*t Span : 0 m

=$ -!.TA$?=S= (AD

Due to Wind 300 , 175' , os 15 : 504 '00 , 175' , os 15 : 334

Deviation : #'7 : 313

"nsulator 1 , 1335 , #0 : 40 : 40

TTA( (-(+ ,3-

Proportion 8 ae

+A@"+

8/18/2019 Pole Loading Tree Calculation

6/33Wind20BDev30BCond ' of 10

8/18/2019 Pole Loading Tree Calculation

7/33Wind90_Dev60_Ew 3 of 10

UNFACTORED LOADS IN KILOGRAMS TSP 30

Tension Steel Pole it! in" #0 "e$ % De&i'tion 30 "e$

C'l*ul'tion For E'rt!wire Lo'"s

Wind 20

Deviation 30

Wind Span $ormal : 300 m; &ro)en : '00 m

Weig*t Span $ormal : !00 m; &ro)en : 300 m

+inimum Weig*t Span : 0 m

=$ -#.

TA$?=S= (AD -/SW.

Due to Wind 300 , 034! , os 30 : 100 '00 , 034! , os 30 : #7

Deviation : 7'5 : 3#'

TTA( .-+ +-#

TA$?=S= (AD -P/W.

Due to Wind 300 , 051' , os 30 : 133 '00 , 051' , os 30 : 42

Deviation : 7'5 : 3#'

TTA( .). +)(

+A@"+

8/18/2019 Pole Loading Tree Calculation

8/33Wind90_Dev60_Ew 3 of 10

($/"T

8/18/2019 Pole Loading Tree Calculation

9/33Wind20BDev#0BCond ! of 10

UNFACTORED LOADS IN KILOGRAMS TSP 30

Tension Steel Pole it! in" #0 "e$ % De&i'tion 30 "e$

C'l*ul'tion For Con"u*tor Lo'"s

Wind 20

Deviation 30

Wind Span $ormal : 300 m; &ro)en : '00 m

Weig*t Span $ormal : !00 m; &ro)en : 300 m

+inimum Weig*t Span : 0 m

8/18/2019 Pole Loading Tree Calculation

10/33Wind20BDev#0BCond ! of 10

8/18/2019 Pole Loading Tree Calculation

11/33Wind45_Dev30_Ew 5 of 10

UNFACTORED LOADS IN KILOGRAMS TSP 30

Tension Steel Pole it! in" +) "e$ % De&i'tion () "e$

C'l*ul'tion For E'rt!wire Lo'"s

Wind !5

Deviation 15

Wind Span $ormal : 300 m; &ro)en : '00 m

Weig*t Span $ormal : !00 m; &ro)en : 300 m

+inimum Weig*t Span : 0 m

8/18/2019 Pole Loading Tree Calculation

12/33Wind45_Dev30_Ew 5 of 10

($/"T

8/18/2019 Pole Loading Tree Calculation

13/33

8/18/2019 Pole Loading Tree Calculation

14/33Wind!5BDev30BCond # of 10

8/18/2019 Pole Loading Tree Calculation

15/33Wind45_Dev60_Ew 7 of 10

UNFACTORED LOADS IN KILOGRAMS TSP 30

Tension Steel Pole it! in" +) "e$ % De&i'tion 30 "e$

C'l*ul'tion For E'rt!wire Lo'"s

Wind !5

Deviation 30

Wind Span $ormal : 300 m; &ro)en : '00 m

Weig*t Span $ormal : !00 m; &ro)en : 300 m

+inimum Weig*t Span : 0 m

=$ -1!.

TA$?=S= (AD -/SW.

Due to Wind 300 , 034! , sin !5 , os 30 : 71 '00 , 034! , sin !5 , os 30 : !7

Deviation : 7'5 : 3#'

TTA( ,#) +0#

TA$?=S= (AD -P/W.

Due to Wind 300 , 051' , sin !5 , os 30 : 2! '00 , 051' , sin !5 , os 30 : #3

Deviation : 7'5 : 3#'

TTA( .(# +-)

+A@"+

8/18/2019 Pole Loading Tree Calculation

16/33Wind45_Dev60_Ew 7 of 10

($/"T

8/18/2019 Pole Loading Tree Calculation

17/33Wind!5BDev#0BCond 4 of 10

UNFACTORED LOADS IN KILOGRAMS TSP 30

Tension Steel Pole it! in" +) "e$ % De&i'tion 30 "e$

C'l*ul'tion For Con"u*tor Lo'"s

Wind !5

Deviation 30

Wind Span $ormal : 300 m; &ro)en : '00 m

Weig*t Span $ormal : !00 m; &ro)en : 300 m

+inimum Weig*t Span : 0 m

8/18/2019 Pole Loading Tree Calculation

18/33

8/18/2019 Pole Loading Tree Calculation

19/33Wind0_Dev60_Ew 9 of 10

UNFACTORED LOADS IN KILOGRAMS TSP 30

Tension Steel Pole it! in" 0 "e$ % De&i'tion 30 "e$

C'l*ul'tion For E'rt!wire Lo'"s

Wind 0

Deviation 30

Wind Span $ormal : 300 m; &ro)en : '00 m

Weig*t Span $ormal : !00 m; &ro)en : 300 m+inimum Weig*t Span : 0 m

=$ -14.TA$?=S= (AD -/SW.

Due to Wind 300 , 034! , sin 0 : 0 '00 , 034! , sin 0 : 0Deviation : 7'5 : 3#'

TTA( ,-) 3-

TA$?=S= (AD -P/W.

Due to Wind 300 , 051' , sin 0 : 0 '00 , 051' , sin 0 : 0

Deviation : 7'5 : 3#'

TTA( ,-) 3-

+A@"+

8/18/2019 Pole Loading Tree Calculation

20/33Wind0_Dev60_Ew 9 of 10

8/18/2019 Pole Loading Tree Calculation

21/33

8/18/2019 Pole Loading Tree Calculation

22/33

)g

=art*WireCondutor 

$ormal &ro)en

/SW P/W /SW P/W $ormal &ro)en

Transv ?ertial Transv ?ertial Transv ?ertial (ong Transv ?ertial (ong Transv ?ertial Transv ?ertial (ong

Win20BDev0B&al !77 332 51! 3!0 '57 '2! 1!00 '4' '25 1!00 1'1! 412 73' 7'1 '!00

Win20BDev1B&al 4'! 332 454 3!0 !'2 '2! 1!00 !51 '25 1!00 1774 412 1005 7'1 '!00

Win!5BDev0B&al !!! 332 !70 3!0 '35 '2! 1!00 '53 '25 1!00 10## 412 #33 7'1 '!00

Win!5BDev1B&al 725 332 412 3!0 !02 '2! 1!00 !'5 '25 1!00 1#!! 412 21# 7'1 '!00

Win0BDev3B

8/18/2019 Pole Loading Tree Calculation

23/33Win90_Dev30_Bal 1 of xx

Tension Steel PoleLo'"in$ Di'$r'1 In K$

Dou%le Ciruit

Deviation 15 deg TSP 30

C'se 00( 2 Nor1'l C'se 00- 2 Ee'rt!ire % Top Con"u*tor ro4en

!77 51! '57 51!

1!00

332 3!0 '2! 3!0

1'1! 1'1! 73' 1'1!

'!00

412 412 7'1 412

1'1! 1'1! 1'1! 1'1!

412 412 412 412

1'1! 1'1! 1'1! 1'1!

412 412 412 412

Wind Pressure Wind Pressure

n Struture Tower SelfWeig*t n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture Seismi (oad on Center of +ass of Struture

S ' -$ot Eet "nluded. S 15 -$ot Eet "nluded.

C'se 003 2 Top % Mi""le Con"u*tor ro4en C'se 00+ 2 Top % otto1 Con"u*tor ro4en

!77 51! !77 51!

332 3!0 332 3!0

73' 1'1! 73' 1'1!

'!00 '!00

7'1 412 7'1 412

73' 1'1! 1'1! 1'1!

'!00

7'1 412 412 412

1'1! 1'1! 73' 1'1!

'!00

412 412 7'1 412

Wind Pressure Wind Pressure

n Struture Tower SelfWeig*t n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture Seismi (oad on Center of +ass of Struture

S 15 -$ot Eet "nluded. S 15 -$ot Eet "nluded.

Wind 20o

20o 20o

20o 20o

8/18/2019 Pole Loading Tree Calculation

24/33

8/18/2019 Pole Loading Tree Calculation

25/33Win90_Dev60_Bal 1 of xx

Tension Steel PoleLo'"in$ Di'$r'1 In K$

Dou%le Ciruit

Deviation 30 deg TSP 30

C'se 00 2 Nor1'l C'se 00, 2 Ee'rt!ire % Top Con"u*tor ro4en

4'! 454 !'2 454

1!00

332 3!0 '2! 3!0

1774 1774 1005 1774

'!00

412 412 7'1 412

1774 1774 1774 1774

412 412 412 412

1774 1774 1774 1774

412 412 412 412

Wind Pressure Wind Pressure

n Struture Tower SelfWeig*t n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture Seismi (oad on Center of +ass of Struture

S ' -$ot Eet "nluded. S 15 -$ot Eet "nluded.

C'se 00. 2 Top % Mi""le Con"u*tor ro4en C'se 00# 2 Top % otto1 Con"u*tor ro4en

4'! 454 4'! 454

332 3!0 332 3!0

1005 1774 1005 1774

'!00 '!00

7'1 412 7'1 412

1005 1774 1774 1774

'!00

7'1 412 412 412

1774 1774 1005 1774

'!00

412 412 7'1 412

Wind Pressure Wind Pressure

n Struture Tower SelfWeig*t n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture Seismi (oad on Center of +ass of Struture

S 15 -$ot Eet "nluded. S 15 -$ot Eet "nluded.

Wind 20o

20o 20o

20o 20o

8/18/2019 Pole Loading Tree Calculation

26/33Win90_Dev60_Bal 1 of xx

8/18/2019 Pole Loading Tree Calculation

27/33Win90_Dev60_Bal 1 of xx

Tension Steel PoleLo'"in$ Di'$r'1 In K$

Dou%le Ciruit

Deviation 30 deg TSP 30

C'se 0(0 2 Mi""le % otto1 Con"u*tor ro4en

4'! 454

332 3!0

1774 1774

412 412

1005 1774

'!007'1 412

1005 1774

'!00

7'1 412

Wind Pressure

n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of StrutureS 15 -$ot Eet "nluded.

Wind 20o

20o

8/18/2019 Pole Loading Tree Calculation

28/33Win45_Dev30_Bal 1 of xx

Tension Steel PoleLo'"in$ Di'$r'1 In K$

Dou%le Ciruit

Deviation 15 deg TSP 30

C'se 0(( 2 Nor1'l C'se 0(- 2 Ee'rt!ire % Top Con"u*tor ro4en

!!! !70 '35 !70

1!00

332 3!0 FFF 3!0

10## 10## #33 10##

'!00

412 412 7'1 412

10## 10## 10## 10##

412 412 412 412

10## 10## 10## 10##

412 412 412 412

Wind Pressure Wind Pressure

n Struture Tower SelfWeig*t n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture Seismi (oad on Center of +ass of Struture

S ' -$ot Eet "nluded. S 15 -$ot Eet "nluded.

C'se 0(3 2 Top % Mi""le Con"u*tor ro4en C'se 0(+ 2 Top % otto1 Con"u*tor ro4en

!!! !70 !!! !70

332 3!0 FFF 3!0

#33 10## #33 10##

'!00 '!00

7'1 412 7'1 412

#33 10## 10## 10##

'!00

7'1 412 412 412

10## 10## #33 10##

'!00

412 412 7'1 412

Wind Pressure Wind Pressure

n Struture Tower SelfWeig*t n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture Seismi (oad on Center of +ass of Struture

S 15 -$ot Eet "nluded. S 15 -$ot Eet "nluded.

Wind !5o

!5o !5o

!5o !5o

8/18/2019 Pole Loading Tree Calculation

29/33Win45_Dev30_Bal 1 of xx

Tension Steel PoleLo'"in$ Di'$r'1 In K$

Dou%le Ciruit

Deviation 15 deg TSP 30

C'se 0() 2 Mi""le % otto1 Con"u*tor ro4en

!!! !70

332 3!0

10## 10##

412 412

#33 10##

'!00

7'1 412

#33 10##

'!00

7'1 412

Wind Pressure

n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture

S 15 -$ot Eet "nluded.

Wind !5o

!5o

8/18/2019 Pole Loading Tree Calculation

30/33Win45_Dev60_Bal 1 of xx

Tension Steel PoleLo'"in$ Di'$r'1 In K$

Dou%le Ciruit

Deviation 30 deg TSP 30

C'se 0( 2 Nor1'l C'se 0(, 2 Ee'rt!ire % Top Con"u*tor ro4en

725 412 !02 412

1!00

332 3!0 '2! 3!0

1#!! 1#!! 21# 1#!!

'!00

412 412 7'1 412

1#!! 1#!! 1#!! 1#!!

412 412 412 412

1#!! 1#!! 1#!! 1#!!

412 412 412 412

Wind Pressure Wind Pressure

n Struture Tower SelfWeig*t n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture Seismi (oad on Center of +ass of Struture

S ' -$ot Eet "nluded. S 15 -$ot Eet "nluded.

C'se 0(. 2 Top % Mi""le Con"u*tor ro4en C'se 0(# 2 Top % otto1 Con"u*tor ro4en

725 412 725 412

332 3!0 332 3!0

21# 1#!! 21# 1#!!

'!00 '!00

7'1 412 7'1 412

21# 1#!! 1#!! 1#!!

'!00

7'1 412 412 412

1#!! 1#!! 21# 1#!!

'!00

412 412 7'1 412

Wind Pressure Wind Pressure

n Struture Tower SelfWeig*t n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture Seismi (oad on Center of +ass of Struture

S 15 -$ot Eet "nluded. S 15 -$ot Eet "nluded.

Wind !5o

!5o !5o

!5o !5o

8/18/2019 Pole Loading Tree Calculation

31/33Win45_Dev60_Bal 1 of xx

Tension Steel PoleLo'"in$ Di'$r'1 In K$

Dou%le Ciruit

Deviation 30 deg TSP 30

C'se 0-0 2 Mi""le % otto1 Con"u*tor ro4en

725 412

332 3!0

1#!! 1#!!

412 412

21# 1#!!

'!00

7'1 412

21# 1#!!

'!00

7'1 412

Wind Pressure

n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture

S 15 -$ot Eet "nluded.

Wind !5o

!5o

8/18/2019 Pole Loading Tree Calculation

32/33Win0_Dev60_UnBal 1 of xx

Tension Steel PoleLo'"in$ Di'$r'1 In K$

Dou%le Ciruit

Deviation 30 deg TSP 30

C'se 0-( 2 Nor1'l C'se 0-- 2 Ee'rt!ire % Top Con"u*tor ro4en

7'5 3#'

1!54

332 '2!

13'' 701

'##3

412 7'1

13'' 13''

412 412

13'' 13''

412 412

Wind Pressure Wind Pressure

n Struture Tower SelfWeig*t n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture Seismi (oad on Center of +ass of Struture

S ' -$ot Eet "nluded. S 15 -$ot Eet "nluded.

C'se 0-3 2 Top % Mi""le Con"u*tor ro4en C'se 0-+ 2 Top % otto1 Con"u*tor ro4en

7'5 7'5

332 332

701 701

'##3 '##3

7'1 7'1

701 13''

'##3

7'1 412

13'' 701

'##3

412 7'1

Wind Pressure Wind Pressure

n Struture Tower SelfWeig*t n Struture Tower SelfWeig*t

Seismi (oad on Center of +ass of Struture Seismi (oad on Center of +ass of Struture

S 15 -$ot Eet "nluded. S 15 -$ot Eet "nluded.

Wind 0o

0o 0o

0o 0o

8/18/2019 Pole Loading Tree Calculation

33/33