pole loading tree calculation
TRANSCRIPT
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8/18/2019 Pole Loading Tree Calculation
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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'
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8/18/2019 Pole Loading Tree Calculation
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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
$t
V =C
1 I
RW
t
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8/18/2019 Pole Loading Tree Calculation
3/33Wind90_Dev30_Ew 1 of 10
UNFACTORED LOADS IN KILOGRAMS TSP 30
Tension Steel Pole it! in" #0 "e$ % 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 $ormal : !00 m; &ro)en : 300 m
+inimum Weig*t Span : 0 m
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8/18/2019 Pole Loading Tree Calculation
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8/18/2019 Pole Loading Tree Calculation
5/33Wind20BDev30BCond ' of 10
UNFACTORED LOADS IN KILOGRAMS TSP 30
Tension Steel Pole it! in" #0 "e$ % 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$?=S= (AD
Due to Wind 300 , 175' , os 15 : 504 '00 , 175' , os 15 : 334
Deviation : #'7 : 313
"nsulator 1 , 1335 , #0 : 40 : 40
TTA( (-(+ ,3-
Proportion 8 ae
+A@"+
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8/18/2019 Pole Loading Tree Calculation
6/33Wind20BDev30BCond ' of 10
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8/18/2019 Pole Loading Tree Calculation
7/33Wind90_Dev60_Ew 3 of 10
UNFACTORED LOADS IN KILOGRAMS TSP 30
Tension Steel Pole it! in" #0 "e$ % 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@"+
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8/18/2019 Pole Loading Tree Calculation
8/33Wind90_Dev60_Ew 3 of 10
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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 $ormal : !00 m; &ro)en : 300 m
+inimum Weig*t Span : 0 m
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8/18/2019 Pole Loading Tree Calculation
10/33Wind20BDev#0BCond ! of 10
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8/18/2019 Pole Loading Tree Calculation
11/33Wind45_Dev30_Ew 5 of 10
UNFACTORED LOADS IN KILOGRAMS TSP 30
Tension Steel Pole it! in" +) "e$ % 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 $ormal : !00 m; &ro)en : 300 m
+inimum Weig*t Span : 0 m
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8/18/2019 Pole Loading Tree Calculation
12/33Wind45_Dev30_Ew 5 of 10
($/"T
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8/18/2019 Pole Loading Tree Calculation
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8/18/2019 Pole Loading Tree Calculation
14/33Wind!5BDev30BCond # of 10
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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@"+
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8/18/2019 Pole Loading Tree Calculation
16/33Wind45_Dev60_Ew 7 of 10
($/"T
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8/18/2019 Pole Loading Tree Calculation
17/33Wind!5BDev#0BCond 4 of 10
UNFACTORED LOADS IN KILOGRAMS TSP 30
Tension Steel Pole it! in" +) "e$ % 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 $ormal : !00 m; &ro)en : 300 m
+inimum Weig*t Span : 0 m
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8/18/2019 Pole Loading Tree Calculation
19/33Wind0_Dev60_Ew 9 of 10
UNFACTORED LOADS IN KILOGRAMS TSP 30
Tension Steel Pole it! in" 0 "e$ % 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@"+
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8/18/2019 Pole Loading Tree Calculation
20/33Wind0_Dev60_Ew 9 of 10
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8/18/2019 Pole Loading Tree Calculation
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8/18/2019 Pole Loading Tree Calculation
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)g
=art*WireCondutor
$ormal &ro)en
/SW P/W /SW P/W $ormal &ro)en
Transv ?ertial Transv ?ertial Transv ?ertial (ong Transv ?ertial (ong Transv ?ertial Transv ?ertial (ong
Win20BDev0B&al !77 332 51! 3!0 '57 '2! 1!00 '4' '25 1!00 1'1! 412 73' 7'1 '!00
Win20BDev1B&al 4'! 332 454 3!0 !'2 '2! 1!00 !51 '25 1!00 1774 412 1005 7'1 '!00
Win!5BDev0B&al !!! 332 !70 3!0 '35 '2! 1!00 '53 '25 1!00 10## 412 #33 7'1 '!00
Win!5BDev1B&al 725 332 412 3!0 !02 '2! 1!00 !'5 '25 1!00 1#!! 412 21# 7'1 '!00
Win0BDev3B
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8/18/2019 Pole Loading Tree Calculation
23/33Win90_Dev30_Bal 1 of xx
Tension Steel PoleLo'"in$ 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
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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
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8/18/2019 Pole Loading Tree Calculation
26/33Win90_Dev60_Bal 1 of xx
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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 -$ot Eet "nluded.
Wind 20o
20o
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8/18/2019 Pole Loading Tree Calculation
28/33Win45_Dev30_Bal 1 of xx
Tension Steel PoleLo'"in$ 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
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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 -$ot Eet "nluded.
Wind !5o
!5o
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8/18/2019 Pole Loading Tree Calculation
30/33Win45_Dev60_Bal 1 of xx
Tension Steel PoleLo'"in$ 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
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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 -$ot Eet "nluded.
Wind !5o
!5o
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8/18/2019 Pole Loading Tree Calculation
32/33Win0_Dev60_UnBal 1 of xx
Tension Steel PoleLo'"in$ 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
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