Hit Pond Twr Aa 4 5 Final

PLN Bojanegara

Pond Twr 4 dan 5 (AA)

TOWER 4, 5 Lembar perhitungan pondai PLN Bojanegara _ Suralaya SUTET - 500 Kv

No# Tower T$pe "

!embar "

4 ''0

(Tr 5 !" #a$a%an & Su#)en#"on

%ari data tanah& ondir 'ondi ondii i tana tanah h "  #** #** m 'ondi ondii i tana tanah h "  5#35 5#35 m

& dipe dipero ro!!eh +, - 2** 2** .25* 25* /g0 /g0,m2 ,m2 & dipe dipero ro!!eh +, +, - 2** 2** . 25* 25* /g0, /g0,m2 m2

T T 4 T T 5

*e#a"n )ara$e+er Berat endiri tanah " 1# t0m oi! oi! futr futrum um Ang! Ang!e e (deg (degre ree) e) 1* degr degre e Berat jeni beton " 2#24 t0m Latera! preure . * 6p !ift e bar b$ ,himne$ ($e 71 & No 72) afe afet$ t$ fa,t fa,tor or ut/ ut/ dat$ dat$a a du/u du/ung ng te/a te/an n tana tanah h7 4*

item pondai "

o$)re##"on Leg a$a !uar ma9 " N" :9 :;

Pad dan ,himne$

"n. S/1.5

untu/ /e empat /a/i tower

Ten#"on Leg a$a !uar ma9 "

2* ton #445 ton #52 ton

"n. S/1.5

N" :9 :;

12 ton #445 ton #52 ton

Tinggi ,himne$ dari daar pad 7 &5* m Tinggi ,himne$ dari daar pad 7 Tanah /era pada  #** m dari mu/a tanah#

&5* m

2en!"$en#" Pa! 3 #

Tinjauan /ondii Te/an

*&5

#

6/uran Pad Te/an 7 &9& m2 Teba! pad 1 7 *#8 m1 Peneba!an pad ( pad 2) 7 * m1 6/uran peneba!an pad 7 * m1 Lua penampang daar pad 7 1*#8< m2 /eda!aman tota! ga!ian tanah 7 5#5 m1 Penampang ,himne$ (/o!om) 7 3*93* ,m2 =o!ume Beton (pad ) 7 3#224 m =o!um o!ume e Beto Beton n (,hi (,himn mne$ e$ ) 7 2#54 2#548 8 m >u/a ata ,himne$ ,himne$ thd rnd Le?e! 7 *#5 m1

5#2* )#**

*&8

2&392&3 &@&

Pa! +e%an  +ar"% (''& (''& un!er_u+ 0 $

Page 1 of 28

1

PLN Bojanegara


Lembar perhitungan pondai PLN Bojanegara _ Suralaya SUTET - 500 Kv No# Tower " 4 T$pe " ''0

!embar "

2

Su#)en#"on

T"njau %on!"#" Te%an Beban /ebawah 7 Pad 7 3&224 9 2&24 7 himne$ himne$ 7 (#39#39 (#39#39 5#2)9 2#24 7 Beban ga$a te/an /a/i ,himne$ 7 tota! P 7 A/ibat ga$a :or (>0) 7 &52 9 # 9 0(& 0(&)) 7

1#18 5#31 2* 223#8<

ton ton ton ton

3&21< ton0m2 ton0m2

teg ijin tanah 7 104* 9 2** 7 5 /g0,m2 7 5* ton0m2 N te/an (tota!) 7 223&8< - B7: 7 223&8< 7 2&15 m . 5* e/ tegangan timbu! 7 223&8<0(&C&)D(3#21<) 7

(#9# m) under,ut * ,m& maing2 ii pad 28#145 t0m2

E 5* t0m2 (F')

1#*58

T"njau %on!"#" Tar"% Beban penahan 7 Pad 7 3#224 9 (2&241#) (2&241#) 7 himne$ himne$ 7 2&548 9 (2#241#) (2#241#) 7 Tanah 7 !ih hitungan hitungan prima prima 7

4#2 ton 1# ton 184#8 ton 1<1# 1<1#12 12 ton ton - 12 ton (o/)

*&5

1* 5#2* )#**

*&8

?o! tanah penahan 7

115#54 m 2&3@2&3 &@&

Pa! +e%an  +ar"% (''& pa/ai under ,ut di pad * ,m

Penulangan $o$en len+ur !" Pa! 3 Te%an Beton >utu beton 7 '225 teg ijin te/an 7 teg ijin geer !entur 7 teg ijin geer pon 7

112 /g / g0,m2 8#5 /g0,m2 15 /g0,m2

>utu bei "

Page 2 of 28

PLN Bojanegara


d E7 12 624 & G$ 7 24** /g0,m2 % E7 1 6< & G$ 7 <** /g0,m2


!embar "

Su#)en#"on

Tulangan Pa! T"njauan %on!"#" Te%an teg tanah 7 2*0(#9#) 7 18#<2 t0m2 >A 7 ((10291&91#9*#3910) D (10291&91#9#920))9 18#<2 7 8#< tm01&5m 7 25#<2 tm0mH B eff 7 8*D3* 7 15* ,m A per!u 7

*&3

A

1&

Beff7*&8D*&3

u 7 8*1* 7 #52 - +u 7 *&* 25<2 192259*&592 A 7 +#b#h#'o#2# be igma au 7 *&*93*91**929*&59225 <**9*&83 7 1#< ,m2 A min 7 *&*2598*91** 7 2* ,m2 Bei %1<15 ,m I A 7 18&3 ,m2 . 1# A F' /apaita momen dengan tu! terpaang

&

I%1)(15 ,m *&8 I%1<(15 ,m 2&3@2&3 &@&

7

Penulangan $o$en len+ur !" Pa! 3

4<&12 tm - 25&<2 tm (o/)

Tar"%

Tulangan Pa! T"njauan %on!"#" Tar"% teg tanah 7 120(#9#) 7 14#83 t0m2 >A 7 ((10291&91#9*#3910) D (10291&91#9#920))914#83 7 *#53 tm01&5 m 7 2*#8 tm0mH B eff 7 8*D3* 7 15* ,m A per!u 7 u 7 8*1* 7 3&5 - +u E *#*4 .(*&*25) 2*8* 192259*&592 A 7 +#b#h#'o#2# be igma au 7 *&*2593*91**929*&59225 <**9*&83 7 11# ,m2

Page  of 28

*&3

A

1&

Beff7*&8D*&3 &

I%1)(15 ,m *&8 I%1<(15 ,m



PLN Bojanegara


A min 7 *&*2598*91** 7 2* ,m2 Bei %115 ,m I A 7 1#2 ,m2 - a per!u F' 'apaita momen 7 5&23< tm - 2*&8 tm (o/)

&

#

&@&

A per!u 7 11# ,m2 beri d115 I & A71#2 ,m2 dipaang di ata Lembar perhitungan pondai

PLN Bojanegara _ Suralaya SUTET - 500 Kv No# Tower " 4 T$pe " ''0

!embar "

4

upenion 3*@3*

Te/an

T"njauan Pon#

teg ijin pon 7 15 /g0,m2

Lua bidang Pon 7 (3*D8*)9498* 7 48#*** ,m2 Tou bp 7 2*#*** 0 48*** 7 4&2< /g0,m2 E Tou bp& 15 /g0,m2 &F'

8*

3*D8*

'o!om 0 himne$ (3*93*)

2*) TFN

Te/an L 7 5#2 m (5&2 D *&5) : 7 & ton > 7 5#29** 7 4#2 tm N 7 2* ton %iagram intera/i (ter!ampir) di ambi! 495%22 / dia 1*12#5 ,m

5*

3*@3*

52*

8*

Tari/ N 12 ton > 7 5#29** 7 4#2 tm di ambi! 495%22 / dia 1*12#5 ,m

TP 4@5%22

3* 3*

'apaita tu!ang /o!om ut/ tari/ 7

2*9#89<**9*#83 7 253 ton - 12 ton F'

a$a geer7 (#445D#52)91#41427 18#< teg geer 7 18<* 0 (593*9*#<) 7 4#4<

ton /g0,m2

Page 4 of 28

(G71#5) E teg ijin ( 8#5 /g0,m2) beri / d1*12#5 ,m

PLN Bojanegara



!embar "

5

upenion

!e#a"n lea+ S/1. profi! i/u tub 7 18*918*914 panjang tub 7 &5 m 0d mu/a ,himne$ i/u ut/ !eat 7 15*915*915 panjang ,!eat 7 21#5 ,m jum!ah ,!eat per tub 7 4 ,!eat epaang (/anan J /iri) Kum!ah Baut per ,!eat 4 baut %iameter baut 7 24 mm panjang baut 7 <* mm Lua tampang 1 baut 7 4&52 ,m2

>utru bahan i/u ut/ !eat 7 54* 0G$ 54** /g0,m2 Baut 7 rade #< . G$ <** /g0,m2 Teg geer ijin 7 52* /g0,m2 Teg dea/ ijin 7 3* /g0,m2 teg ijin dea/ ,!eat 2*3 /g0,m2 teg ijin geer ,!eat < /g0,m2

1**  ga$a te/an di !eg (tub) 7 (1#20105)92*91*5#5801** 7 134 ton a$a geer tota! di baut (2 tamp geer) 7 29 4#52 9 #52 9 2 9 4 7 254 ton ga$a dea/ tota! di baut 7 1&4 9 2#4 9 #3 9 2 9 4 7 18* ton (2 d baut - t tub) da$a du/ung dea/ di ,!eat 7 2*3 9 21#5 9 15 9 4 01*** 23 ton jadi ,!eat dapat menahan 1**  ga$a di !eg gaya ge#er !" 6e+on

215

215

212

212 15*

15*

15*

215

15*

215

 >in 7 8*1*(15&211&3)(02 #

8*

7 2 1)

7 7#

15*

15*

215

215

215

1*

# min 1*D(21&2)91**01**&D11&302 d 7 7 8& ,m

15*

15*

Kon!"#" Te%an ("n o$)re##"on& 'e!i!ing geer 7 29(21#5D15)D (29 21#5)D21#2 7 ga$a ma9 te/an (G71#2) 7 (1#201#5)92* 7

Page 5 of 28

13#2 15

,m ton

215

PLN Bojanegara


Teba! beton penahan $g di per!u/an 7 15*** 0 (13#29<) 7 Teba! beton penahan $g ada 7

13#4

,m

E d min

1*D(2102)9(1**01*5#)D(11302) 7 8# ,m dari daar (o/)


!embar "

upenion

Kon!"#" Tar"% ("n U) l"7+& 'e!i!ing geer 7 29(21#5D15)D (29 21#5)D21#2 7 13#2 ga$a ma9 tari/ (G71#2) 7 (1#201#5)912 7 1* Teba! beton penahan $g di per!u/an 7 1**** 0 (13#29<) 7 Teba! beton penahan $g ada 7

8*1*(15#2D11#3)02 7

Beban ma9 1 ,!eat 7 254 0 2 7 /e!i!ing geer 7 ( 21#5 D * ) 9 2 7 ga$a ma9 up !ift 7 teba! minimum ,!eat /e mu/a ata pad 7

8*(1*D(2C1**01*5#)D#< 7

2enar" volu$e Pr"#$a

Tr 4,5 (''&

Lebar bawah ( m) # Lebar ata ( m) 5#42 Tinggi (m)  BK tanah 7 1# di/rit (n) 77 << udut futrum tanah 1* derajat jum!ah penampang B 7 1**

di ii di ii ton0m jum!ah prima tipi

di/rit B 7 di/rit : 7

(!ebar) (tinggi)

m m

7

berat prima tanah (ton)

d min ,m

13#8 ,m 2#3 ,m dari ata (o/)

- 13&8 (o/)

:9tgC92D B bawah

5#42

e,tion

)&*

?o! /eru,ut m

,m

5#55 dari ata (o/)

123 ton 1* ,m 123 ton 123***0(1*9<) 7

Teba! beton penahan $g ada 7

*#*214 *#**

,m ton 1#32

115#54

m

184#83

ton

Page  of 28



PLN Bojanegara


Prinip htiungan "

#*

Prima di bagi << bagian ( :0<<)& menjadi prima tipi) di ,ari !ua tampang ata dan bawah prima tipi dan di rerata ?o!ume prima ada!ah !ua rata2 tampang di/a!i teba! (di/rit teba!) ?o!ume prima tota! ada!ah jum!ah /umu!ati? prima tipi berat prima ada!ah ?o! tota! di /a!i BK tanah

Page 3 of 28

Perhitungan tru/tur Pondai Tower Tanjung Kati B  a$ung e/i 

Peraturan dan Bu/u Mang di guna/an " 1 P#B## 1<31 J N 2 %AGTA 0 NF>FA> PO:T6NAN PONA>PAN BALF' 'O'6ATAN BATA r# AT>AN  ONGFO% FNOTO FL6>N OTFN r# AT>AN

'OTOANAN "  >6T6 BOTFN '225  >6T6 BAKA T6LANAN 6  24 6NT6' % E 12 6  < 6NT6' % - 1  tru/tur diren,ana/an untu/ Pondai Tower Beban te/an dan tari/ euai input ( tabe! t$pe tower dan beban )  Pemi!ihan t$pe Pondai di euai/an dengan memperhati/an ape/ /ondii tanah pada maingmaing tower & parameter beban (te/an0up !ift) dan /emudahan droping materia! dan pe!a/anaa# Lembar perhitungan pondai

T$pe " !a "

''11 1

*e#a"n )ara$e+er Berat endiri tanah " oi! futrum Ang!e (degree) Berat jeni beton " Tegangan ijin tanah Latera! preure . * 6p !ift e bar b$ ,himne$ ($e 71 & No 72)

item pondai "

o$)re##"on Leg a$a !uar ma9 " N"

Pad dan ,himne$

"n. S/1.5

3*#*4 ton

1# 2* 2#4 25

ton0m degre ton0m ton0m2

untu/ /e empat /a/i tower

Ten#"on Leg a$a !uar ma9 " N"

"n. S/1.5

41#82 ton

:9 :;

1#<3 ton 2#15 ton

Tinggi ,himne$ d ari daar pad 7

:9 :;

&2* m

1#<3 ton 2#15 ton

Tinggi ,himne$ dari daar pad 7

&2* m

2en!"$en#" Pa! 3 Tinjauan /ondii Te/an 6/uran Pad Te/an 7 Teba! pad 1 7 Peneba!an pad ( pad 2) 7 6/uran peneba!an pad 7 Lua penampang daar pad 7 /eda!aman tota! ga!ian tanah 7 Penampang ,himne$ (/o!om) 7 =o!ume Beton (pad ) 7 =o!ume Beton (,himne$ ) 7 >u/a ata ,himne$ thd rnd Le?e! 7 6nder,ut ditan,e

7

2#5* *#5* * * #25  *#5 2#45 *#855 *#* *#*

m m m m m m ,m m m m1 m1

5#844 2#*51 3*#*4 38#1<<

ton ton ton ton

T"njau %on!"#" Te%an Beban /ebawah 7 Pad 7 2&45 9 2&4* 7 himne$ 7 *&<*5 9 2#4* 7 Beban ga$a te/an /a/i ,himne$ 7 tota! P

7

A/ibat beban /e bawah 7 38&1<<02&52 7 A/ibat ga$a :or (>0) 7 2&15 9  9 0(2&5) 7 Tegangan timbu! 7

12#512 ton0m2 2#4<4 ton0m2 15#** ton0m2

E

25 ton0m2 F'

T"njau %on!"#" Tar"% Beban penahan 7 Pad 7 3#224 9 (2&241#) 7 himne$ 7 2&548 9 (2#241#) 7 Tanah 7 !ih hitungan prima 7

?o! tanah penahan 7

4#2 ton 1# ton 184#84 ton 1<1#113 ton - 12 ton (o/) 115#54 m

Pa! +e%an  +ar"% (''& pa/ai under ,ut di pad * ,

Penulangan $o$en len+ur !" Pa! 3 Beton >utu beton 7 '225 teg ijin te/an 7 teg ijin geer !entur 7 teg ijin geer pon 7

Te%an

112 /g0,m2 8#5 /g0,m2 15 /g0,m2

>utu bei " d E7 12 624 & G$ 7 24** /g0,m2 % E7 1 6< & G$ 7 <** /g0,m2

Tulangan Pa! T"njauan %on!"#" Te%an teg tanah 7 2*0(#9#) 7 18#<2 t0m2 >A 7 ((10291&91#9*#3910) D (10291&91#9#920))9 18#<2 7 8#< tm01&5m 7 25#<2 tm0mH B eff 7 8*D3* 7 15* ,m A per!u 7 u 7 8*1* 7 #52 - +u 7 *&* 25<2 192259*&592 A 7 +#b#h#'o#2# be igma au 7 *&*93*91**929*&59225 <**9*&83 7 1#< ,m2 A min 7 *&*2598*91** 7 2* ,m2 Bei %1<15 ,m I A 7 18&3 ,m2 . 1# A F' /apaita momen dengan tu! terpaang

A 7

Penulangan $o$en len+ur !" Pa! 3

4<&12 tm - 25&<2 tm (o/)

Tar"%

Beff7*&8D*&3 4&4

Tulangan Pa! T"njauan %on!"#" Tar"% teg tanah 7 120(#9#) 7 14#83 t0m2 >A 7 ((10291&91#9*#3910) D (10291&91#9#920))914#83 7 *#53 tm01&5 m 7 2*#8 tm0mH B eff 7 8*D3* 7 15* ,m A per!u 7 u 7 8*1* 7 3&5 - +u E *#*4 .(*&*25) 2*8* 192259*&592 A 7 +#b#h#'o#2# be igma au

I%1

I%1<(15 ,m 2&3@2&3 4&4@4&4

7 *&*2593*91**929*&59225 <**9*&83 7 11# ,m2 A min 7 *&*2598*91** 7 2* ,m2 Bei %115 ,m I A 7 1#2 ,m2 - a per!u F' 'apaita momen 7 5&23< tm - 2*&8 tm (o/)

A A per!u 7 11# ,m2 beri d115 I & A71#2 ,m2 dipaang di ata Beff7*&8D*&3 4&4

Lembar perhitungan pondai !embar "

PLN Bojanegara _ Suralaya SUTET - 500 Kv No# Tower " 0 T$pe " ''11

I%1

IOG I%1<(15 ,m

T"njauan Pon#

Te/an

teg ijin pon 7 15 /g0,m2

Lua bidang Pon 7 (3*D8*)9498* 7 48#*** ,m2 Tou bp 7 2*#*** 0 48*** 7 4&2< /g0,m2 E Tou bp& 15 /g0,m2 &F'

2&3@2#3 4&4@4&4

'o!om 0 himne$ (3*93*)

Te/an L 7 5#2 m (5&2 D *&5) : 7 & ton > 7 5#29** 7 4#2 tm N 7 2* ton %iagram intera/i (ter!ampir) di ambi! 495%22 / dia 1*12#5 ,m 3*D8*

Tari/ N 12 ton > 7 5#29** 7 4#2 tm di ambi! 495%22 / dia 1*12#5 ,m

2* TFN 3*@3*

5*

'apaita tu!ang /o!om ut/ tari/ 7

2*9#89<**9*#83 7 253 ton - 12 ton F' 52*

a$a geer7 (#445D#52)91#41427 teg geer 7 18<* 0 (593*9*#<) 7 8*

18#< 4#4<

ton /g0,m2

(G71#5) E teg ijin ( 8#5 /g0,m2) beri / d1*12#5 ,m

TP 4@5%22

3*

3*

Lembar perhitungan pondai !embar "


IOG

!e#a"n lea+ S/1. profi! i/u tub 7 18*918*914 panjang tub 7 &5 m 0d mu/a ,himne$ i/u ut/ !eat 7 15*915*915 panjang ,!eat 7 21#5 ,m jum!ah ,!eat per tub 7 4 ,!eat epaang (/anan J /iri) Kum!ah Baut per ,!eat 4 baut %iameter baut 7 24 mm panjang baut 7 <* mm Lua tampang 1 baut 7 4&52 ,m2

>utru bahan i/u ut/ !eat 7 54* 0G$ 54** Baut 7 rade #< . G$  Teg geer ijin 7 52* /g0,m2 Teg dea/ ijin 3* /g0,m2 teg ijin dea/ ,!ea 2*3 /g0,m2 teg ijin geer ,!eat < /g0,m2

1**  ga$a te/an di !eg (tub) 7 (1#20105)92*91*5#5801** 7 134 ton a$a geer tota! di baut (2 tamp geer) 7 29 4#52 9 #52 9 2 9 4 7 254 ton ga$a dea/ tota! di baut 7 1&4 9 2#4 9 #3 9 2 9 4 7 18* ton (2 d bau da$a du/ung dea/ di ,!eat 7 2*3 9 21#5 9 15 9 4 01*** 23 ton jadi ,!eat dapat menahan 1**  ga$a di !eg gaya ge#er !" 6e+on

8*1*(15&211&3)(02

7

1*D(21&2)91**01**&D11&302 7 8& ,m

Kon!"#" Te%an ("n o$)re##"on& 'e!i!ing geer 7 29(21#5D15)D (29 21#5)D21#2 7 212 ga$a ma9 te/an (G71#2) 7 (1#201#5)92* 7 Teba! beton penahan $g di per!u/an 7 15*** 0 (13#29<) 7

 >in 7 #

8*

2 7 # 7

15*

1*

215

15*

21

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Lembar perhitungan pondai !embar " 215

IOG

Kon!"#" Tar"% ("n U) l"7+& 'e!i!ing geer 7 29(21#5D15)D (29 21#5)D21#2 7 ga$a ma9 tari/ (G71#2) 7 (1#201#5)912 7 Teba! beton penahan $g di per!u/an 7 1**** 0 (13#29<) 7 Teba! beton penahan $g ada 7

13#2 ,m 1* ton 1#32

8*1*(15#2D11#3)02 7

Beban ma9 1 ,!eat 7 254 0 2 7 /e!i!ing geer 7 ( 21#5 D * ) 9 2 7 ga$a ma9 up !ift 7 teba! minimum ,!eat /e mu/a ata pad 7

8*(1*D(2C1**01*5#)D#<

2enar" volu$e Pr"#$a

Tr 4,5 (''&

Lebar bawah ( m) Lebar ata ( m) Tinggi (m) BK tanah 7 di/rit (n) 77 udut futrum tanah 1* derajat jum!ah penampang B 7

# di ii 5#42 :9tgC92D B bawah  di ii 1# ton0m << jum!ah prima tipi 1**

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m m

(!ebar) (tinggi)

,m

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123 ton 1* ,m 123 ton 123***0(1*9<) 7


*#*214 *#**

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215


di/rit B 7 di/rit : 7

215

215 1*D(2102)9(1**01*5#)D(11302) 715*215 8# ,m dari daar (o/)


1)

215,m 13#2 212 15 ton 15* ,m 13#4

d min ,m

13#8 ,m

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di ,ari !ua tampang ata dan bawah prima tipi dan di rerata ?o!ume prima ada!ah !ua rata2 tampang di/a!i teba! (di/rit teba!) ?o!ume prima tota! ada!ah jum!ah /umu!ati? prima tipi berat prima ada!ah ?o! tota! di /a!i BK tanah )&*

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5* ,m 53*

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