Kalkulasi Pondasi

Title

FOUNDATION CALCULATION AA6 CLASS 6 (AA6 +0 s/d AA6 +6) (S.82) (Tanggung - Purwdad!)

PROJ"CT : R"OND$TOR%N& R"OND$TOR%N& TRAN!'%!% 'RAN 'RAN& &&"N &"N - P$R* P$R*OD ODAD AD%% DAR DAR%% ON OND$ D$  a '"NJAD% TAC!R 2 + CONTRACT NO: 264.PJ/611/P3B/2011 DOC. NO: 036-264-FAA6 C6-!O2012 DAT" :

B# :

Tipe Konduktor : 2 circuit, 2xTC/6 *07"# ((2 I. SPESIFIKA SPESIFIKASI SI MATERIA MATERIAL L 1.1.

Mutu Beton

Pile Cap concrete : Beton K-225, fc' = 0,83 x 225 = 8!"#5 $pa Berat %eni& Beton for Co(pre&&) = 2!*00 ton7(3 Berat %eni& Beton for +plift)= !*00 ton7(3 Ba%a tulanan +32, . = 320 $pa Bore Pile concrete : Beton K-225, fc' = 0,83 x 225 = 8!"#5 $pa Berat %eni& Beton for Co(pre&&) = 2!*00 ton7(3 Berat %eni& Beton for +plift)= !*00 ton7(3 Ba%a tulanan +2*, . = 2*0 $pa +3 +32, . = 320 $pa /oil : Berat %eni& tana for Co(pre&&) = !15 ton7(3 Berat %eni& tana for +plift)= 0!15 ton7(3 1.2.

Output Data

a.a lateral ara 9, Hy = a.a lateral ara , H =  (ak& = a.a tarik ten&ion), T = a.a tekan co(pre&&ion), ! = 1.3.

!"2 ton !"2 2!3#" 2!3 #" ton 2!3#" ton *5!"0 *5! "0 ton 5"!8*2 5"! 8*2 ton

Desain

e&ain Bore Pile : ia(eter, D = 4ari-%ari, " = kedala(an tana kera& pada data &ondir = Pan%an, Hp = %arak antar ;ore pile, pile, s1 = %arak antar &i&i luar luar pile cap - ;ore pile, pile, s2 = 4u(la pile per pile cap =

0!*0 0!*0 ( 0!20 0!20 ( !00 ( 0!5 0!500 ( !20 !20 ( 0!*0 0!*0 ( * pile

e&ain Ci(ne. : le;ar &i&i  dan &i&i 9, #$ = tini teak, #t =

Page 1 of 94

B



0!*5 0!*5 ( !00 !00 (

1

3)

Title

FOUNDATION CALCULATION AA6 CLASS 6

PROJ"CT : R"OND$TOR%N& R"OND$TOR%N& TRAN!'%!% 'RAN 'RAN& &&"N &"N - P$R* P$R*OD ODAD AD%% DAR DAR%% ON OND$ D$  a '"NJAD% TAC!R 2 + CONTRACT NO: 264.PJ/611/P3B/2011

(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012

(Tanggung - Purwdad!)

DAT" :

/ket Ponda&i :

#

1

B# :

Tran
2 +

3

4

 () -0!" 0!" -0!" 0!"

pile koordinat  2 3 *

9 () 0!" 0!" -0!" -0!"

2 (2) 0!3" 0!3" 0!3" 0!3" !**

pan%an ()

le;ar ()

te;al ()

B

L

%

2!00

2!00

0!5

 or S92 =

S 2

i(en&i pad :

II. A&ALISA MEKA&IKA TA&AH

@;eton Pad = B2 x d) ? ; 2 x t) = 2!203 (3 @;eton Pile = 7* 5 2 x p x 4u(la pile = 5!2#5 $3 +$ = @;eton pad ? @;eton pile = #!*#8 $3 ,$ = @; x Berat %eni& ;eton co(pre&& #!1*" #! 1*" ton 2.1. 2.1.

P i'in i'in te(a te(an n Pi)e Pi)e tun* tun**a *a))

;erda&arkan data &ondir (Digunakan rumus Gegemen) Ppile tekan = Ad x p ? K di(ana : Pc = da.a dukun i%in tekan pile tunal Ad = ilai konu& u%un tian!! Page 2 of 94

Tf total x & K2

*8

Title



(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" :

B# :

Tf total = nilai total friction T f  - Tf 2)! p = lua& pena(pan pena(pan tian, tian, 7* 5D2! Cp = kelilin &eli(ut tian, 2 5r)! K dan K2 = faktor kea(anan ;erturut-turut 3 dan 5 Ppile tekan = Ppile tekan = Ppile tekan = =

Page 3 of 94

Ad x p K "0288 3 3312!00 331 2!00 k 33!12 ton

? ?

550 25" 25!"

Tf x Cp K2 "1080 5

Title


CONTRACT NO: 264.PJ/611/P3B/2011

(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012

(Tanggung - Purwdad!) 2.2.

PROJ"CT : R"OND$TOR%N& R"OND$TOR%N& TRAN!'%!% 'RAN 'RAN& &&"N &"N - P$R* P$R*OD ODAD AD%% DAR DAR%% ON OND$ D$  a '"NJAD% TAC!R 2 +

DAT" :

B# :

P i'in te(an Pi)e

efi&ien&i roup : D =  -

n - ) x ( ? (-) x n x (xn

E 10

di(ana : E = arctan arctan 7/) =  = dia(eter dia(eter pile, pile, / = %arak antar antar pile, pile, ( = %u(la tian ara ara ori&ontal = n = %u(la tian ara
P i'i i'in n te te(an Pi)e Pi)e *"oup oup

Proup pile tekan = D x Ppile tekan x 4l pile = 0#8"2!85 k = 0#!8"3 ton 2.". 2.".

P #a$ #a$ss % %an ang g D!& D!&'r 'r!# !#a a T!a T!ang ng

=(∑)/±( . )/( . ∑2) ± ( . )/( . ∑2) P,a  Be7a8 ,ai,, a8g.............................................. ;P<  C  *7 

4.==0

'>  'o,e8 ?a8g 7ee@a aa ,7 +................................ '>  ,a ,a > t  2.3= '?  'o,e8 ?a8g 7ee@a aa ,7 #............................. #............................. ... '?  ,a ,a > t  2.3= +,a  A7i te@a a8g te@aa  7e@at......................... +,a 

0.60

?,a 

0.60

8

4

8> 

2

8? 

2

?,a  A7i te@a a8g te@aa  7e@at......................... 8  J,la a8g...................................................................... 8>  Ba8?a a8g aa ,7 >.............................................. 8?  Ba8?a a8g aa ,7 ?..............................................

Page 4 of 94

Title




(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


E+H

DAT" :

B# :

= 4u(la kuadrat a;&i& tian!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! +,aH

E+   E#H

! nx

0.20

= 4u(la kuadrat a;&i& tian!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! E# 

#,aH



! . 0.20

=(∑)/+( . )/( . ∑2) +( . )/( . ∑2) 

20.6 to8

=(∑)/−( . )/( . ∑2) − ( . )/( . ∑2) 

2.-.

16.1 to8 P ii8 a8g t8ggal

P,a

G

20.6

G A,a8

33.912

P i'in ta"i( 1 pi)e

;erda&arkan data &ondir (Digunakan rumus Gegemen) Ppile tarik = Tf total x Cp x D ) K2 di(ana : Ppile tarik = da.a dukun i%in tarik pile tunal Tf = nilai total friction pada kedala(an tian!!!!!!!!!!!!!!!!!!!!!!!!!

? Fp

Tf =

550

Cp =

25!"00

K2 =

5

Cp = kelilin &eli(ut tian!!!!!!!!!!!!!!!! K2 = faktor kea(anan!!!!!!!!!!!!!!!!!!!!!!! Fp = ;erat  pile, @;eton pile x B%!;eton tarik)!!!! tarik)!!!! Fp =7* =7* G H x  = !8*8 = 8*8 n = 4u(la pile!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! *

8

Pi%in tarik  pile = Tf total x Cp x D ) K2   2. 2..

? Fp

12=34.031 g 12.=340 to8

P i'i i'in n ta ta"i( *"ou "oup pi) pi)e e

P(ak& = P(ak& i%in tian x 4l tian) ? F ;  Page ( of 94

69.2=26 to8

Title



(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" :

P,a 69.2=26

Page 6 of 94

H H A,a8

B# :

&a?a ta@i Te8io8 4(.1(9

Title




(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012

(Tanggung - Purwdad!) 2..

DAT" :

B# :

a*a 's'r  Ara,

P ,a  Te7al aI   !eli,t 7eto8I   Te7al a efefI    -   Ke7a@ aI B  Ke7a@ Li,8e?I 7  Ja@a 7ia8g @i te@aa ii la@I la@I L>  B - 7 - /2  Be@at e8i ta8aI *  Be@at e8i 7eto8I *L  Be@at 7eto8I *2  L> . B .  . *L  &a?a gee@I )  3 .P - *2 

206.3 N (00 ,, (0 ,, 4(0 ,, ,, 2000 ,, 4(0 ,, ((0 ,, 1.9( to8/,M 2.40 to to8/,M 13.200 N N 60.120 N N 1 1=.6( 'a

IL  fL 

2.8 2.8.

)L  1  2 /  L   Q f L  7  /6 

1944.6(6 1944.6(6 N

)L  1/3  Q f L  7   

1296.43 1296.43 N

i a,7il ?a8g te@eLilI )L  Fato@ @eiI    . )L  !?a@at :  . )L 92.32=

1296.43 N 0.( 92.32= N H H A,a8

 P ,a

) 60.120

a*a 's 's'r 'r 2 ar ara, (Pn (Pns) s)

Te7al aI   !eli,t 7eto8I   Te7al a efefI    -   Ke7a@ ii + a8 # Li,8e?I 7  Ke7a@ 7ia8g gee@ o8 a@a >I 71  7    Ke7a@ 7ia8g gee@ o8 a@a ?I 72  7    Be7a8 aa olo,I C  Ka 7ia8g gee@ o8I A  2. 7 1  72 .  

(00 ,, (0 ,, 4(0 ,, ,, 4(0 ,, ,, 9(0 ,, ,, 9(0 ,, ,, (6=.41( N N 110000 ,,H

fL 

1=.6( 'a 1 0.(

IL  Fato@ @eiI   f    1  2 / IL S  Q f L / 6 

2!" 2! " $p $paa

f   1 / 3  Q f L 

1.440 1.440 'a

i a,7il ?a8g te@eLilI f  

1.440 1.440 'a

)8  . A. F 

1=4.423 1=4.423 N

. )8 

13=(.(6 13=(.(6 N

!?a@at :  . )8

H

Page  of 94

C



P ,a

Title



(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" : 13=(.(6

Page = of 94

H A,a8

B# : (6=.41(

Title




(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" :

B# :

III. PITUNAN STUTU PONDASI 1.. Da&a

'  P 

2.364 t, 4.==0 to8 400 400 ,, 10(00 10(00 ,,

ia! Pile ) = Pan%an Tian p) = Be@at Je8i 7eto8I BJ. 7eto8

1.4 to8/,M

't 7eto8 22(I fL  1=.6( ' ' a 't 7aa $32I f?  320 'a Te7al Pa  (00 ,, !eli,t 7eto8I   (0 ,,  tla8ga8 tla8ga8  16 ,,  e8ga8g e8ga8g  = ,, Ke7a@ olo, efef efefII   7 -  - 1/2 tla8ga8  342 ,, 7  1000 ,,

I = 3.2. 3.2.

0!85

Pe"# Pe"#it itun un*a *an n Tu) Tu)an an*a *an n Tian Tian* *

a. ,e8e8ta8 @aio tla8ga8 7ala8Le a8 @aio tla8ga8 ,ai,, U7  0I=(.I1.fL/f?.600/600f? 

0.02(

U,a  0I( . U7 

0.021

U,i8  1I4 / f? 

0.0043=

7. ,e8e8ta8 la tla8ga8 '   . 7 . H   '/7 '/7 .    0.0203   0I9 .  . f? U  /0I9 . F?  0.00001 'aa i a,7ilI U,i8 

0.0043(

A,i8  U,i8 . 7 .  

1496.2(0 ,,H

A  1/4 . V.   201.143 ,, 'aa i aaiI = D16 Page 9 of 94

G

U,i8 

Title




(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" : 

B# : 1609.143 ,,

L. o8t@ol te@aa tla8ga8 gee@ 10(00 10(00 L, Ti8ggi ileI   &a?a gee@I gee@I )  ,a/ l. Pile  0.(9 to8 )L  1/6 . QfL . Wile .   9=(2.92 g  9.=(3 to8   )8 

0.6 P/ 0.990 0.990 g

Page 10 of 94

H

Title




(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" :

B# :

o8t@ol v  Hf




 v  L

)/7. 0.434 g/L,H 1/6 . QfL

 f
 >


1.36

v



2.2= g/L,

G

f
T!da$ 'r3u &u3angan g's'r

$aka diunakan tulanan prakti& W8 - 200

P

8 " &enkan X8 - 200 ((

3.3. 3.3.

Pe"# Pe"#it itun un*a *an n Tu) Tu)an an*a *an n Pa% Pa%

't 7eto8 22(I fL  't 7aa $32I f?  P,a  Te7al PaI   Te7al Pa efefI   --1/2W tl  !eli,t 7eto8I   Ke7a@ aI B  Ke7a@ Li,8e?I 7  Wtla8ga8 

%arak antar &i&i luar pile pile cap - ;ore pile, pile, &2 = Ja@a 7ia8g @i te@aa ii la@I la@I L>  B - 7 - /2  Ja@a a8g te@aa ii olo,I e  L> - 1  Be@at e8i ta8aI *  Be@at e8i 7eto8I *L  Be@at 7eto8I *2  L> . B .  . *L 

I  $o(en .an ter%adi pada Pad, $u = 3!Pu (ak&!e-F2!cx72-cx72 = Page 11 of 94

1=.6( ' ' a 320 'a 206.3 206.3 N

500 500 (( **2 **2 (( 50 (( 20000 (( 200 *50 *50 (( " (( *00 (( 55* 55* (( 5* 5* (( !15 to8/,M 2!*0 to8/,M 0!803 0! 803 k 0!85 12!2"0 12! 2"0 k(

 P ,a

Title




(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" :

aktor di&tri;u&i te! Beton, U7  I!0,85!fc'7f.!"007"00?f.) !0,85!fc'7f.!"007"00?f.) = aktor reduk&i kekuatan lentur, 

6(ak& = 0,#5!;!f.!-72!0,#5! ;!f.70,85!fc')) = $n = $u7  6n = $n7B!d') = 6a&io tulanan .an di perlukan,  = 0,85!fc'7f.!-L-2!6n70,85!fc'))) 0,85!fc'7f.!-L-2!6n70,85!fc'))) =

Page 12 of 94

B# :

0!02#5 0!80 5!22## 5!3 5!32*8 2*8 k( 0!2152 k k 0!00013

Title




(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" :

Raio tla8ga8 ,i8i,,I U ,i8  Raio tla8ga8 ?a8g ig8aa8I U 

>ua& tulanan .an diperlukan, & = !B!d' = 4arak tulanan .an diperlukan, & = 7*!M!H!B7& = 4arak tulanan .an diunakan, & = >ua& tul tulanan terpakai, &' = 7*!M!H!B7& = & 2210

B# :

0!00250 0!00250 220 (( 82 (( (( 1=0 (( 223*!12 (( N &' N 223*!12 O(

Ma(a %ipa(ai tu)an*an

D1 / 10

B

" - 80 ((

> ( ( 0 8  - "  

3..

Tu)an*an !# !#iney

Da&a

'  P 

>e;ar ci(ne., ; = Be@at Je8i 7eto8I BJ. 7eto8

23640 gL, 4=.9=00 g g 4(0 4(0 L, 2400 g/L,M

't 7eto8 22(I fL  1=.6( ' ' a 't 7aa $32I f?  320 'a !eli,t 7eto8I   (0 ,,  tla8ga8 tla8ga8  16 ,,  e8ga8g e8ga8g  10 ,, Ke7a@ olo, efef efefII   7 -  - 1/2 tla8ga8  392 ,, 7  1000 ,,

I = Page 13 of 94

0!85

Title




(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" :

B# :

Pe"#itun*an Tu)an*an !#iney

a. ,e8e8ta8 @aio tla8ga8 7ala8Le a8 @aio tla8ga8 ,ai,, U7  0I=(.I1.fL/f?.600/600f? 

0.02(

U,a  0I( . U7 

0.0206

U,i8  1I4 / f? 

Page 14 of 94

0.0043=

Title




(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" :

B# :

7. ,e8e8ta8 la tla8ga8 '   . 7 . H   '/7 '/7 .    0.002   0I9 .  . f? U  /0I9 . F?  0.00000( 'aa i a,7ilI U,i8 

G

0.0043(

A,i8  U,i8 . 7 .  11( ,,H



D16  " (( A  1/4 . V.   201.143 ,,

4u(la tulanan = A A > Jl. tla8ga8  A 2413.14 Dipa(ai tu)an*an

2 ;atan 2413.14 ,, , , H A H #5 O$ 12 D1

L. o8t@ol te@aa tla8ga8 gee@ Ke7a@ Li,8e?I 7  4(0 ,, ) ,a> ,a>  1I2 > ,a ,a  2.=( g Baa $24I f?  240 g/L,H )L  1/6 . QfL . 7.   120(.09 g  12.0( to8   . )L  'aaI )

0.6 623.0(2 to to8 G . )L

Ti%a( pe")u tu)an*an *ese"

200 200 (( 0 ((

A,i Ja@aI ! 

O&enkan = A4 = 2 > 1/4 . V. 

 4n 5 )   )8  Page 1( of 94

5#!*3 5#! *3 (( 5  6+7 8 +s9

< x f. x d'7&) #3!12 #3!12 ton 5!1#5 5!1 #5 ton

U,i8 

Title



(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" : ) ,a

'aa Tl. Tl. !e8ga8g  5 c(

B# :

N

@n

Aan 1 / 2

2 "

&enkan X0 - 200

5 c(

Page 16 of 94

((

Title




(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" :

B# :

+. DESAI& !LEAT !LEAT

!

2!

3! *! 5! "! #! 8! 1! -.1.

Baut a! /tandar ;! rade c! ia(eter d!  . e!  u f! /ear &tre&& ! Baerin &tre&&

: : : : : : :

4J/-B 05

Plat Cleat a! /tandar ;! rade c! ia(eter d!  . e!  u f! /ear &tre&& ! Baerin &tre&&

: : : : : : :

4J/- 30 //5*0

i(en&i Cleat 4u(la Cleat, n Pan%an ;aut ia(eter ;aut >ua& pena(pa

=.= 16 (( 6400 k7c(2 =000 k7c(2

0,"2 u =  ,5  u =

4960 k7c(2 12000 k7c(2

16 (( 4000 k7c(2 (400 k7c(2

0,"2 u =  ,5  u =

334= k7c(2 =100 k7c(2

: 20x20x0-300 4 ;ua : (( (( : C>DT 16 (( 120>120>10 : 2.0096 c(2 : (6I=42 k : : 20x20x0

Co(pre&&ion to

i(en&i &tu; Kapasitas !)eat

ulti(ate load 2 x P = fc' = . =

1136=3 k 1=6.( k7c(2 3I200 k7c(2

x = t x . 7 ,1 x fc')) 72 4(.(36 (( x= P = ,1 x 30 x fc' x ; ? d ?  x72))) x72))) 3=9.36 k = = 2!1353 = -.2.

Kapasitas Ba Baut

Baut $" rade 8,8! u =

=000 k7c(2

Kekuatan e&er e&er ;aut =  ;aut ;aut x 0,"2 u 996= k = Kekuatan tu(pu ;aut = ,5 x u x Y ;aut x t Page 1 of 94

= =

=

4

Title




(AA6 +0 s/d AA6 +6) (S.82)

DOC. NO: 036-264-FAA6 C6-!O2012


DAT" :

=

B# : 3020 k

$aka, %u(la ;aut ;aut = kapa&ita& cleat 7 kapa&ita& ;aut = 3!81 ;ua = * ;ua

Page 1= of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1

t 7 

Page 19 of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1

>onitudinal @ertikal)

92 (2) 0!3" 0!3" 0!3" 0!3" !**

k7c(2 Page 20 of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1

k7c( c(2 c(

Page 21 of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1

8!*3 o 0!*( !2( 2 2 *

to8

t,

t, , ,

Page 22 of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1

,

,

k7c( c(

x B%!Beton ton k ;atan

Page 23 of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1

7 C L>



*2



P ,a

7

C

L>

 P ,a

2 7 C

7

Page 24 of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1 71 B

Page 2( of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1

0.0044

Page 26 of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1 A,i8

Page 2 of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1

PJ>D *0 c(

7

C L> *2



P ,a

Page 2= of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1

Page 29 of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1

0.0043=

Page 30 of 94

!$TT 1(0 ) $N&ARAN OR 1+ AC!R 240/40 ,,2 10/6 ,,2

R") : 1

/T+B 20x20x0

ia! ;aut " ((

1=.6( $pa 320 $pa

4.6 c(

;ua

Page 31 of 94

ON4SI SATUAN

1 N 1 g, 1 to8 1 'a

   

101.92 gf 0.010 N, 9.964 N 10.194 g/L,2

PEKERJAAN PEMBANGUNAN GARDU INDUK 150kV MARABAHAN DAN INCOMER CONTRACTOR : PT WISMA SARANA TEKNIK

FOUNDATION CALCULATION C11 BORE PILE 1. DATA 1.1. Suppor R!"#$o%

Compression : F)$ = 715.66 k F($ = !"#.!6 k 16"1#.6! k F$ = Tension F% = F( = F) =

1&5'".66 k 1'&#.1& k 1&'5.&7 k

1.&. Sp!'$($k"'$ M"!r$")

*+%+ Be%on ,--5 Ber0% enis Be%on B040 T+0n0n T+0n0n U !U -& Ber0% enis T0n0

$/ B > ) ) / Bs

= = = = =

1#.675 *p0 -.& %on2m3 !-'' k2$m -&'' k2$m 1.6 %on2m3

= = = = =

!-' *p0 -&' *p0

Cx = C. 1.*. 1.*. D$+!%' D$+!%'$$ Po%,"'$ Po%,"'$

8 81 88! 8& 8% L( L) C( C) D 91 98p 8p1 p

= = = = = = = = = = = = = = = =

1 .' 5 m '.-5 m '.65 m '.&' m '."' m 1 .! ' m !.1' m !.1' m -.'' m -.'' m ' .& ' m ' .6 ' m ' ." 5 m 6."5 m 5 ." ' m #

  *  2 

t 

 3 





 p 



-.&D /

/2

/2 >x = >.

&. DESAIN PONDASI

;o+me < Ber0% Pon0si -.1. Peri%+n0n ;o+me ;o+me Pees%0 ;p = L(

(

L)

(

8!

/

p 

FOUNDATION CALCULATION C11 BORE PILE = ! .1 ' ( ! .1 ' ( ' .& ' = ! .# & m 3

FOUNDATION CALCULATION C11 BORE PILE ;k1 = C( ( C) ( 81 = - .' ' ( - .' ' ( ' .- 5 = 1 .' ' m 3

;o+me ,oom

;k- = = =

C( ( - .' ' ( - .6 ' m 3

C) - .' '

( (

8' .6 5

;o+me To%0 Pon0si

;% = = =

;p ? ! .# & ? 7 .& & m 3

;k1 1 .' '

? ?

;k- .6 '

Ber0% Pon0si

@$ = = =

;% ( ! .1 ' ( 7.&& %on

B > -.&'

;o+me T0n0

;s = = =

L( ( ! .1 ' ( ! .6 5 m 3

L) ! .1 '

( (

8' .6 5

Ber0% T0n0

@s = = =

;s ( ! .6 5 ( 5.#! %on

Bs 1.6'

 

;k-.6'

-.-. 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n >er0s0rk0n 0%0 sonir (Digunakan rumus Gegemen) 7# 4 Ap

P" 

 K1

-

T( 4 Cp K&

im0n0 : P0 = 0)0 +k+n i4in %ek0n pie pi e %+n0 G$ = Ni0i kon+s +4+n %i0n. T = ni0i %o%0 ri$%ion .. .. Ap = +0s pen0mp0n %i0n 12& D -...... Cp = keiin seim+% %i0n -r F,1 0n F,- = 0k%or ke0m0n0n >er%+r+%%+r+% ! 0n 5 F,1 F,P0

= = =

T ( Ap ? F,1 "&.'' ( 1-56 67'.'' ? ! 561#5.'67 k = 56.1#51 %on G$

= = = = = =

"& k2$m67' k2$m 1-56 $m1-5.6 $m ! 5

( Cp F,( 1-5.6 5

eisiensi ro+p : E/



1



2%  13 4 + - 2+13 4 % +4%

im0n0 : H = 0r$%0n D291 D = i  i0me%er pie 91 = 4 0r 0r0k 0n%0r pie m = 4+m0 %i0n 0r0 orison%0 =

4

 60

= = = =

!!.6" o '.&' m '."5 m !

FOUNDATION CALCULATION C11 BORE PILE n = 4+m0 %i0n 0r0 er%ik0 = = ! p = +m0 Pie = = #

FOUNDATION CALCULATION C11 BORE PILE E =

1



=

1



=



n



1





!



1



m m ! !

? ( ? (

 n  !

m



1



n

!



1



!

' .5 '

P m0ks i4in pie

E ( = P0 = -#1&-.&1" k = -#.1&- %on -.!. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n Tek0n Tek0n Compression : F)$ = 715.66 k = ' .7 - % o n F($ = !"#.!6 k = '.&' %on F$ = 16"1#.6! k = 1 6 ." - % o n 8% = 1 .! ' m P+"k'



28P93 %

-

M4 . +"k' %; . 8;&

-

M; . <+"k' %4 . 8<&

im0n0: Pm0ks = Be>0n m0 m0ksim+m %i%i0n............................JP = F$ ? @p ? @s = !'.1"! %on *omen )0 )0n >e >eker40 p0 p00 s+ s+m>+ K. K....... ......... ........ ....... *( = F($ ( 8% = '.5- %m *omen omen )0n )0n >eke >eker4 r400 p00 p00 s+m>+ +m>+ .... .......................................... *) = F)$ ( 8% = '."! %m A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%..................K . m0ks = A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%.................. . m0ks = +m0 %i0n........................................................... p = n( = B0n)0k B0n)0k %i0n p00 s+m>+ (............. (.................... ............... .......... n( = n) = B0n)0k B0n)0k %i0n p00 s+m>+ )....... ).............. .............. ............... ........ n) =

' ." 5 m ' ." 5 m # ! !

MK = +m0 k+0r0% 0>sis %i0n...........................MK .MK = =

Km0ks ( -.7'75 m m

n(

M = +m0 k+0r0% 0>sis %i0n...........................M .M = =

m0ks ( -.7'75 m m

n)

Pm0ks

= =

JP p !'.1" #

*( n) ' .5 ? ! ! ." & % o n

JP p !'.1" #

*( n) ' .5  ! !.6'5 %on

= Pmin

= = =

Pm0ks

=

?



!."& %o % on

( m0ks ? ( J)( ' ." 5 ? ( -.7'75

*) n( ' ." ! !

( Km0ks ( JK( '."5 ( -.7'75

( m0ks ( J)( ' ." 5 ( -.7'75

*) n( ' ." ! !

( Km0ks ( JK( '."5 ( -.7'75

Pm0ks i4in pie =

- # .1 & % o n



 

H "' !!.6" ( "' (

FOUNDATION CALCULATION C11 BORE PILE Ok

-.&. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n T0rik T0rik F% = 1&.51 %on B > = 8p1 = D =

Ber0% enis Be%on P0n40n Pie Eek%i Di0me%er Pie Pp$)! "r$k

2T( 4 Cp 4 E/ 3



K&

-.& %2m3 5."' m ' .& ' m - Wp

im0n0 : P pie %0rik = 0)0 +k+n i4in %0rik pie %+n0 Ni0i %o%0 ri$%ion p00 ke00m0n %i0n............... T ,ei ,eii in n sei seim+ m+%% %i0n %i0n .................................................................................. Cp F0k%o 0k%orr ke0m ke0m0n 0n0n 0n........................................................................................................FF,Ber0 Ber0%% Be%o Be%on. n.......................................................................................................................@ ..@$$ Ber0 Ber0%% T0n0 0n0.........................................................................................................................@ .@s/ s/

= 67' k2$m = '.67 %on2$m = 1-5. 1-5.66 $m = 5 = 7.&& 7.&& %on %on ' = ;s ( = !.65 ( '.'' = ' .' ' % o n @ pie = 12&  D ( 8p ( B4.Be%on @p = >er0% 1 pie ;>e%on ;>e%on pie ( B4.>e%on B4.>e%on B4.Be%on = 1.77# %on +m0 m0 pie... ......... ........ ......... ........ ......... ......... ........ ......... ......... ........ .....p .p = # Eisiensi ro+p Pie E = '.5'1 T

=

Cp F,'.67' ( 1-5.6 5 1'.-'" %on

Pm0ks

= =

 P pie %0rik ( p  #".1'" %on

Pm0ks

=

#".1'" %on 6.1&

P pie %0rik

= =

(

(

E

(

'.5'1

?

= Ok

Ko%ro) G!'!r 1 Ar">

e

= = F0 = = Z = = ;+ = =

L(  12-L( ? 12-C( ? 8! ' .1 5 m L( . L) " .6 1 m  P 2 F0 '.&1 %2m Z .L( .e '.1"1 %on

? @p ?

@p

1.77#

?

@s

F%

1&.51 1&.51 %on

= -.''

FOUNDATION CALCULATION C11 BORE PILE ;$ = =

1 6 1 6

= =



Q$ 

 L(  8!

(

Q 1#.675 (

!1''

(

&''

#"!1'1.!& N #".!1' %o %on

S = '.75 9)0r0% ;+  S.;$  ' .7 5 ( '.1"  66."#-6

C(

# " .! 1

81

A+"%

8-

Ko%ro) G!'!r & Ar"> 2G!'!r Po%'3

L+0s Pen0mp0n F0 = L( . L) = !.1' ( !.1' = " .6 1 m  C(1 = C)1 = C( ? 8! = - .' ' ? ' .& ' = - .& ' m L+0s pen0mp0n kri%is 0ri 0%0s pon0si ?' = C(1 ( C)1 = -.&' ( -.&' = 5 .7 6 m  ,eiin pen0mp0n kri%is 0ri 0%0s pon0si @o = -  C(1 ? -  C) 1 =  - ( -.&'  ?  = " .6 ' m 1 .' ' # = ' = Ni0i kons%0n%0 -' ,oom s++% Pm0ks ? Pmin ;+ = F0  Ls  =  " .6 1  5 .7 6  (  = 1&.5 ,N 0)0 eser )0n i %00n >e%on ;$1 =  1 ? $ 1 ? =  1 = #-"71"".5 N = #-".7-' %on ;$- = = = =









-

?

8! L(

C( C(1

(

- .& '

 Vmin

Vm0(

 ! ." &

? -

!.6'

Q$  >o  8!  6 Q 1#.675 ( "6'' ( 6



&''



Q$/  >o  8!  1Q 1#.675 ( "6'' ( &'' 1-



L)

C)1

C)



s  8!  >o - ? -' ( &''  "6'' !"1#1--.' N !"1.#1 %on 

e





;$! = = = =

FOUNDATION CALCULATION C11 BORE PILE Q$  >o  8! ! Q 1#.675 ( "6'' ( &'' ! 55!1&66.& N 55!.1&7 %on

Ni0i %erke$i 0n%0r0 ;$1 ;$- < ;$! ........... ;$ = *in ;$1 : ;$- : ;$! = !"1.#1 %on W = '.75 9)0r0% ;+ X W.;$ 1&.5  -"!." A+"% *. P!r>$u%/"% Tu)"%/"%

!.1. Peri%+n0n T+0n0n T+0n0n Ti0n Ti0n *omen p0 p00 %i0 %i0nn...... ........ ......... ........ ......... ......... ........ ......... .... *+ Be> Be>0n *0k *0ksi sim+ m+m m %i0n %i0n.................................................................................... P+ Di0. i0. Pie. ie................................................................................................................................... D P0n4 P0n40n 0n Ti0n. i0n.... .......... .......... .......... .............. .......... .......... .............. .......... .......... ......... 8p1 8p1 Ber0% e enis >e%on %on..... ......... ........ ......... ......... ........ ......... ......... ........ ... B > *+%+ *+ %+ >e%o >e%onn ,--5 ,--5...................................................................................................... $/ $/ *+%+ +%+ >04 >0400 U! U!-... -............................................................................................................. ) *+%+ >040 U-&..... ......... ......... ........ ......... ......... ........ ......... ........ ..... )/ Te>0 e>0 pee pees% s%0 0................................................................................................................ 8! 9eim+% >e%on...................................................... p W %+0n0n W senk0n Le>0 Le>0rr koo koom m eek eek%i %i. ....................................................................................... / >  1

= '."! %m = !."&%2m !."&%2m33 = &'' &'' mm = 5."' 5."''' mm = -.&'' %2m %2m3 = 1#.6 1#.675 75 *p *p00 = !-' !-' *p *p00 = -&' *p0 = '.&' '.&''' mm = 5' m m = 16 m m = # mm = D  p  1212- W%+ W%+0 0n n0n 0n = !&- m m = 1''' mm = ' .# 5

0. menen%+k0n r0sio %+0n0n >00n$e 0n r0sio %+0n0n m0ksim+m ' .# 5 ( 1 (  $/ Y> =   (  ) = '.'! Ym0ks

= '75 . Y> = '.'-1

Ymin

= 1& 2 ) = '.''& >. menen%+k0n +0s %+0n0n *+ = k ( , = *+ 2 = '.'''# , Y

= = =

'." ( , 2 '.'''''!

(

> 

> Y '."



( ( Ymin

 (

 ) )

=

'.''&&



6''

6'' ?

)



FOUNDATION CALCULATION C11 BORE PILE *0k0 i 0m>i Ymin = '.''&& Asmin = Ymin ( > ( = 1&"6.! mm As

= 12& ( Z = -'1.1& mm

(

/ 

N +m0 %+0n0n ) i +n0k0n....................... N As/ = As . N = 16'".1 mm  Asmin Ok *0k0 *0k0 %+0n %+0n0 0nn )0n )0n i +n0 +n0k0 k0nn %+0n %+0n0 0nn = # $. ,on%ro %er00p %+0n0n eser Tin ini pie. e....... ........ ......... ........ ......... ......... ........ ......... ........ 8p1 +m0 pie.................................................... p F($ F)$ 8m0ks 0)0 eser ;+ =

=

#

= 1&"6.! mm D 16 = 5 ." m = # !."# !."# %on %on = 7.16 7.16 %on %on = = 7.16 7.16 %on %on = 8m0ks 2 p = ' .# " % o n

= 126 . Q$/ . D . / = "#5-" N = "#.5-" ,N ,N [ = '. '.# ;n = ;+2[ 1.1"!,N ,on%ro v+ ]$ $ $ = [ ( = 7!.#"7 V +  $

P

;$

8 " PJ>D *0 c( &enkan

X8 - 250 ((

T$,"k p!r)u u)"%/"% /!'!r

*0k0 i+n0k0n %+0n0n pr0k%is \#  -5' . P!r>$u%/"% Tu)"%/"% Tu)"%/"% Po%,"'$ .1. P!r>$u%/"% Tu)"%/"% Tu)"%/"% P",

*+%+ >e%on *+%+ >040 Di0me%er %+0n0n p0 9eim+% >e%on P0n40n 2 e>0r pon0si P0n40n 2 e>0r eek%i pon0si

= 1#.675 *p *p0 = !-' *p0 = 16 mm '@ = 75 mm ?4?; = !1'' mm ?4 = L(  -.s> -.s>  1212-D D (# (; Dp",

= Te>0 p0 Te>0 eek%i p0

!1''

 - . 75 

16 -

= -"&- mm H* = &'' mm H* = 8!  s>  12-D = =

&''



!17 mm

75



16 -

FOUNDATION CALCULATION C11 BORE PILE

= 8!.B 8!.B> > ? 88- .B .Bss = - %2m Mu = 12- .e .Ve .Ve ? -2! -2! Vm0k Vm0kss  Ve Ve  G .L( = '.'-7 %m  1 = '.#5 7


= '.#' M%p!r)u = *+ 2 W = !.!!# kNm + = ) 2 ' '#5 #5  $/ $/ = -'.15" R% = *n 2  B/ .  = '.'11! 

1 -m . Rn  1 Q 1  m ) = '.''''&

Fp!r)u

=

F@

= =

F+"k'

F+$% *0k0 r0sio )0n ip0k0i  F L+0s %+0n0n  A'

L+0s %+0n0n

'#5 '#5 . 1 . $ $ ) '.'-7

= '75 ( Y> = '.75 ( = '.'-1 = = = = =

6'' 6'' ? )

(

'.'-7

'.''-' '.''-' Y ( B ( 01 '.''- ( -"&1#65.- mm mm

(

D 16 16  A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm

As+msi 0r0k %+0n0n L+0s %+0n0n %erp0k0i  ,on%ro

15' mm Aso . B/ A' = = !"&5.1 mm s '

=

A'

 A' A+"% M"k" D$p"k"$ u)"%/"% D 1 1 

150

++

.&. Tu)"%/"% C>$+%!;

&.-.1. D0%0 Mu

Le>0r $imne) Ber0% enis >e%on *+%+ >e%on ,--5 *+%+ >040 9eim+% >e%on

Pu) C4  C; BJ.@!o% (# (; p

= 8m0ks 8m0ksCT CTss 0n 0n CLs CLs . 8% = '.7- ( 1.!' = '."! Tm = = !'.1" To Ton = -''' mm = = 1#.675 *p *p0 = !-' *p0 = 75 mm

!17


= 16 mm C4  C; = C(  -p  1212- W%+ W%+0 0n n0n 0n = -'''  - 75  '.5 ( 16 = 1#&u)

Le>0r koom eek%i

Tini koom eek%i

8& = "'' mm H = 8&  p  1212- W%+ W%+0n 0n0 0nn = "''  75  '.5 ( 16 = #17 mm

&.-.-. Peri%+n0n T+0n0n Cimne) = '.#5  = '.#' M%p!r = *+ 2 W = 116.-"5 kNm + = ) 2 ' '#5 #5  $/ $/ = -'.15" R% = *n 2  > .  = '.'171  1

Fp!r)u

F@ F+"k'

F+

%$,0ren0 Ymin *0k0 i+n0k0n Ymin A'

L+0s %+0n0n

1 -m . Rn  1 Q 1  m ) = '.'''1 =

= = = = =

'#5 '#5 . 1 . $ $ . 6'' 6'' ). 6'' ? ) '.'-7 '75 ( Y> '.75 ( '.'-7 '.'-1

= Q$/ Q$/ 2  &  ) )  = '.''!& Y per+ \ Ym0ks '.''!& = Y .>/.$/ = '.''!& ( 1#&= 11&55 mm mm [ 

D 16 16  A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm mm

+m0 %+0n0n.. 

= As% ( Aso

(

1#&-


= As/ = = As/ ] 1-'6" ]

56."5 Aso ( % 1-'6" As% 11&55

Ok M"k" D$p"k"$ u)"%/"% 0



Dip0k0i

=

6'

D 1 1

&.-.!. ,on%ro %er00p %+0n0n eser ,on%ro %er00p %+0n0n eser  'k/

9eim+% >e%on p Le>0r $imne) $imne) C4 Le>0r koom eek%i C4

Vu +"4

*+%+ B040 (; *+%+ >e%on ,--5 (# 0)0 eser )0n i%00n oe >e%on.. V# 0!#5c (

0!#5c (

60]"

= = = = = = = = = = = =

= = A9 = = ' = V' = =  =

# mm 75 mm 51# mm C(  -p  1212- W%+ W%+0 0n n0n 0n 51#  -. 75 75  '.5 ( !6!.#7 mm mm Fm0ks F($ 0n F)$ 715.66 k k !-' *p0 1#.675 *p *p0 Q$  >  >/ 6 Q 1#.675 (

51# 6

1!571".&- N 1!57.1" k -  '.-5  Z  \ sk 1''.&# mm -''.'' mm  A )  >/ >/  2 s 5#&"#.! N '.6'

&enkan

X8 - 200 ((

= [. ;$ ? ;s = '.6' ( 1&15.7 = #&".&- k

*0k0 ;+ ;+  [. ;$ 715.66  #&".& M"k" Tu). S!%/k

Ok 7L  &00.00 ++

#

( !6!.#7


FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE 1. DATA 1.1. Suppor R!"#$o%

Compression : F)$ = #&".5& k F($ = #--."' k 16"1#.6! k F$ = Tension F% = F( = F) =

1&5'".66 k 1'-&."& k 15!#.6' k

1.&. Sp!'$($k"'$ M"!r$")


$/ B > ) ) / Bs

= = = = =

1#.675 *p0 -.& %on2m3 !-'' k2$m -&'' k2$m 1.6 %on2m3

= = = = =

!-' *p0 -&' *p0

Cx = C. 1.*. 1.*. D$+!%' D$+!%'$$ Po%,"'$ Po%,"'$

8 81 88! 8& 8% L( L) C( C) D 91 98p 8p1 p

= = = = = = = = = = = = = = = =

1 .' 5 m '.-5 m '.65 m '.&' m '."' m 1 .! ' m -.&' m -.&' m -.'' m -.'' m ' .& ' m ' .& ' m ' .# ' m 1 6 ." 5 m 15."' m #

  *  2 

t 

 3 





 p 



-D /

/2

/2 >x = >.

Page 46 of 94

/

p 

FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE &. DESAIN PONDASI

;o+me < Ber0% Pon0si -.1. Peri%+n0n ;o+me ;o+me Pees%0 ;p = L( ( = - .& ' ( = - .! ' m 3 ;o+me ,oom

L) - .& '

( (

8! ' .& '

;k1 = = =

C( ( - .' ' ( 1 .' ' m 3

C) - .' '

( (

81 ' .- 5

;k- = = =

C( ( - .' ' ( - .6 ' m 3

C) - .' '

( (

8' .6 5


;% = = =

;p ? - .! ' ? 5 ." ' m 3

;k1 1 .' '

? ?

;k- .6 '

Ber0% Pon0si

@$ = = =

;% ( 5 ." ' ( 1&.17 %on

B > -.&'

;o+me T0n0

;s = = =

L( ( - .& ' ( 1 .1 & m 3

L) - .& '

( (

8' .6 5

Ber0% T0n0

@s = = =

;s ( 1 .1 & ( 1.#! %on

Bs 1.6'

 

;k-.6'


P" 

 K1

-

T( 4 Cp K&


= = =

T ( Ap ? F,1 --.'' ( 1-56 16-.'' ? ! 1!-#'.1'7 k = 1!.-#'1 %on G$

= = = = = =

( Cp F,( 1-5.6 5

Page 4 of 94

-- k2$m16- k2$m 1-56 $m1-5.6 $m ! 5

FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE eisiensi ro+p : E/



1



2%  13 4 + - 2+13 4 % +4%

4

im0n0 : H = 0r$%0n D291 D = i  i0me%er pie 91 = 4 0r 0r0k 0n%0r pie m = 4+m0 %i0n 0r0 orison%0 = n = 4+m0 %i0n 0r0 er%ik0 = p = +m0 Pie = E =

1



=

1



=

 60

= = = = = =



n



1





!



1



m m ! !

? ( ? (

 n  !

&5.'' o '.&' m '.#' m ! ! #

m



1



n

!



1



!

' .! !

P m0ks i4in pie

= E ( P0 = &&-6.7'- k = &.&-7 %on -.!. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n Tek0n Tek0n Compression : F)$ = #&".5& k = ' .# 5 % o n F($ = #--."' k = ' .# - % o n F$ = 16"1#.6! k = 1 6 ." - % o n 8% = 1 .! ' m P+"k'



28P93 %

-

M4 . +"k' %; . 8;&

-

M; . <+"k' %4 . 8<&

im0n0: Pm0ks = Be>0n m0 m0ksim+m %i%i0n............................JP = F$ ? @p ? @s = !-."1" %on *omen )0 )0n >e >eker40 p0 p00 s+ s+m>+ K. K....... ......... ........ ....... *( = F($ ( 8% = 1.'7 %m *omen omen )0n )0n >eke >eker4 r400 p00 p00 s+m>+ +m>+ .... .......................................... *) = F)$ ( 8% = 1.1' %m A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%..................K . m0ks = A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%.................. . m0ks = +m0 %i0n........................................................... p = n( = B0n)0k B0n)0k %i0n p00 s+m>+ (............. (.................... ............... .......... n( = n) = B0n)0k B0n)0k %i0n p00 s+m>+ )....... ).............. .............. ............... ........ n) =

' .# ' m ' .# ' m # ! !

MK = +m0 k+0r0% 0>sis %i0n...........................MK .MK = =

Km0ks ( 1 ." - m 

n(

M = +m0 k+0r0% 0>sis %i0n...........................M .M = =

m0ks ( 1 ." - m 

n)

Page 4= of 94

H "' &5.'' ( "' (

Pm0ks

= = =

Pmin

= =

FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE JP *( ( m0ks *) ( Km0ks ? ? p n) ( J)n( ( JK!-."1 .' 7 ( ' .# ' 1.1' ( '.#' ? ? # ! ( 1 ." ! ( 1 ." &.&- %on JP p !-."#

= Pm0ks

=

*( n) 1 .' 7  ! !.#1! %on 

&.&- %o % on

( m0ks ( J)( ' .# ' ( 1 ." -

 

*) n( 1 .1 ' !

( ( ( (

Pm0ks i4in pie =



Km0ks JK'.#' 1 ." &.&! %o %on

Ok

-.&. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n T0rik T0rik F% = 1&.51 %on B > = 8p1 = D =


2T( 4 Cp 4 E/ 3



K&

-.& %2m3 1 5 ." ' m ' .& ' m - Wp

im0n0 : P pie %0rik = 0)0 +k+n i4in %0rik pie %+n0 Ni0i %o%0 ri$%ion p00 ke00m0n %i0n............... T ,ei ,eii in n sei seim+ m+%% %i0n %i0n .................................................................................. Cp F0k%o 0k%orr ke0m ke0m0n 0n0n 0n........................................................................................................FF,Ber0 Ber0%% Be%o Be%on. n............ .............. .......... .......... .......... .............. .......... .......... .............. .......... .....@$ ..@$ Ber0 Ber0%% T0n0 0n0.........................................................................................................................@ .@s/ s/

= 16- k2$m = '.16- %on2$m = 1-5. 1-5.66 $m = 5 = 1&.1 1&.177 %on ' = ;s ( = 1.1& ( '.'' = ' .' ' % o n @ pie = 12&  D ( 8p ( B4.Be%on @p = >er0% 1 pie ;>e%on ;>e%on pie ( B4.>e%on B4.>e%on B4.Be%on = &.7"! %on +m0 m0 pie... ......... ........ ......... ........ ......... ......... ........ ......... ......... ........ .....p .p = # Eisiensi ro+p Pie E = '.!!! T

=

Cp F,'.16- ( 1-5.6 5 6.1&" %on

Pm0ks

= =

 P pie %0rik ( p  6!.!65 %on

Pm0ks

=

P pie %0rik

= =

(

6!.!65 %on

(

E

(

'.!!!

?

? @p ?

@p

&.7"!

?

@s

F%

=

Page 49 of 94

=

1&.51 1&.51 %on

FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE Ok &.!7 -.''

Page (0 of 94

FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE Ko%ro) G!'!r 1 Ar">

e

= = F0 = = Z = = ;+ = = ;$ = = = =

L(  12-L( ? 12-C( ? 8! '.- m L( . L) 5 .7 6 m  P 2 F0 '.77 %2m Z .L( .e '.!6# %o %on 1 6 1 6



Q$ 

 L(  8!

(

Q 1#.675 (

-&''

(

&''

6"1&!!.-" N 6".1&! %o %on

S = '.75 9)0r0% ;+  S.;$  ' .7 5 ( '.!7  51.#575

C(

6 " .1 &

81

A+"%

8e

Ko%ro) G!'!r & Ar"> 2G!'!r Po%'3

L+0s Pen0mp0n F0 = L( . L) = -.&' ( -.&' = 5 .7 6 m  C(1 = C)1 = C( ? 8! = - .' ' ? ' .& ' = - .& ' m L+0s pen0mp0n kri%is 0ri 0%0s pon0si ?' = C(1 ( C)1 = -.&' ( -.&' = 5 .7 6 m  ,eiin pen0mp0n kri%is 0ri 0%0s pon0si @o = -  C(1 ? -  C) 1 =  - ( -.&'  ?  = " .6 ' m # = 1 .' ' Ni0i kons%0n%0 -' ,oom s++% ' = Pm0ks ? Pmin ;+ = F0  Ls  =  5 .7 6  5 .7 6  (  =

'.' ,N

Page (1 of 94

8! L(

C)

L)

C)1

C( C(1

(

- .& '

 Vmin

Vm0(

 & .& -

? -

!.#1



FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE 0)0 eser )0n i %00n >e%on ;$1 = Q$  >o  8!  1 ?     $ 6 1 ? Q 1#.675 ( "6'' ( &'' =    1 6 = #-"71"".5 N = #-".7-' %on ;$- = = = =

s  8!  >o - ? -' ( &''  "6'' !"1#1--.' N !"1.#1 %on 

-

?

;$! = Q$  >o  8! ! = Q 1#.675 ( "6'' ! = 55!1&66.& N = 55!.1&7 %on

(



Q$/  >o  8!  1Q 1#.675 ( "6'' ( &'' 1-





&''

Ni0i %erke$i 0n%0r0 ;$1 ;$- < ;$! ........... ;$ = *in ;$1 : ;$- : ;$! = !"1.#1 %on W = '.75 9)0r0% ;+ X W.;$ '.'  -"!." A+"% *. P!r>$u%/"% Tu)"%/"%


= 1.1' %m = &.&-%2m &.&-%2m33 = &'' &'' mm = 15." 15."'' '' mm = -.&'' %2m %2m3 = 1#.6 1#.675 75 *p *p00 = !-' !-' *p *p00 = -&' *p0 = '.&' '.&''' mm = 5' m m = 16 m m = # mm = D  p  1212- W%+ W%+0 0n n0n 0n = !&- m m = 1''' mm = ' .# 5

Page (2 of 94



FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE 0. menen%+k0n r0sio %+0n0n >00n$e 0n r0sio %+0n0n m0ksim+m ' .# 5 ( 1 (  $/ Y> =   (  ) 6'' = '.'! Ym0ks

6'' ?

)



= '75 . Y> = '.'-1

Ymin

= 1& 2 ) = '.''& >. menen%+k0n +0s %+0n0n *+ = k ( , = *+ 2 = '.'''" , Y

= = =

'." ( , 2 '.'''''!

(

> 

> Y '."



As

= 12& ( Z = -'1.1& mm

(

( ( Ymin

*0k0 i 0m>i Ymin = '.''&& Asmin = Ymin ( > ( = 1&"6.! mm (

 

 ) )

=

'.''&&

/ 

+m0 %+0n0n ) i +n0k0n....................... N N As/ = As . N = 16'".1 mm  Asmin Ok *0k0 *0k0 %+0n %+0n0 0nn )0n )0n i +n0 +n0k0 k0nn %+0n %+0n0 0nn = # $. ,on%ro %er00p %+0n0n eser Tin inii pie pie...................................................................................................... 8p1 +m0 pie.................................................... p F($ F)$ 8m0ks 0)0 eser ;+ =

=

#

= 1&"6.! mm D 16 = 15."m 15."m = # #.-! #.-! %on %on = #.5' #.5' %on %on = = #.5' %on = 8m0ks 2 p = 1 .' 6 % o n

= 126 . Q$/ . D . / = "#5-" N = "#.5-" ,N ,N [ = '. '.# ;n = ;+2[ 1.&16,N ,on%ro v+ ]$ $ $ = [ ( = 7!.#"7 V +  $

P

;$

8 " PJ>D *0 c( &enkan

X8 - 250 ((

Page (3 of 94

FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE T$,"k p!r)u u)"%/"% /!'!r

*0k0 i+n0k0n %+0n0n pr0k%is \#  -5'

Page (4 of 94

FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE . P!r>$u%/"% Tu)"%/"% Tu)"%/"% Po%,"'$ .1. P!r>$u%/"% Tu)"%/"% Tu)"%/"% P",


= 1#.675 *p *p0 = !-' *p0 = 16 mm '@ = 75 mm ?4?; = -&'' mm ?4 = L(  -.s> -.s>  1212-D D (# (; Dp",

= Te>0 p0 Te>0 eek%i p0

-&''

 - . 75 

16 -

= --&- mm H* = &'' mm H* = 8!  s>  12-D = 7 Mu  1  M%p!r)u + R%

= = = = = = = = = = = = = =

F@

= =


Page (( of 94



75



16 -

!17 mm 8!.B 8!.B> > ? 88- .B .Bss - %2m 12- .e .Ve .Ve ? -2! -2! Vm0k Vm0kss  Ve Ve  G .L( '.'5# %m '.#5 '.#' *+ 2 W 7.-'1 kNm ) 2 ' '#5 #5  $/ $/ -'.15" *n 2  B/ .  '.'!-'

1 -m . Rn  1 Q 1  m ) = '.'''1'

Fp!r)u

F+"k'

&''

'#5 '#5 . 1 . $ ) '.'-7

= '75 ( Y> = '.75 ( = '.'-1 = = = =

'.''-' '.''-' Y ( B ( 01 '.''- (

(

6'' 6'' ? )

'.'-7

--&-

(

!17

FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE

= 1&-1.& mm mm

Page (6 of 94


L+0s %+0n0n

D 16 16  A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm


15' mm Aso . B/ A' = = !''6.& mm s '

=

A'

 A' A+"% M"k" D$p"k"$ u)"%/"% D 1 1 

150

++

.&. Tu)"%/"% C>$+%!;

&.-.1. D0%0 Mu

Le>0r $imne) Ber0% enis >e%on *+%+ >e%on ,--5 *+%+ >040 9eim+% >e%on Le>0r koom eek%i


Pu) C4  C; BJ.@!o% (# (; p u) C4  C;

= 8m0ks 8m0ksCT CTss 0n 0n CLs CLs . 8% = '.#5 ( 1.!' = 1.1' Tm = = !-."- To Ton = -''' mm = = 1#.675 *p *p0 = !-' *p0 = 75 mm = 16 mm = C(  -p  1212- W%+ W%+0 0n n0n 0n = -'''  - 75  '.5 ( 16 = 1#&-

8& = "'' mm H = 8&  p  1212- W%+ W%+0n 0n0 0nn = "''  75  '.5 ( 16 = #17 mm

&.-.-. Peri%+n0n T+0n0n Cimne) = '.#5  = '.#' M%p!r = *+ 2 W = 1!#.'5' kNm + = ) 2 ' '#5 #5  $/ $/ = -'.15" R% = *n 2  > .  = '.'-'!  1

Fp!r)u

Page ( of 94

1 -m . Rn  1 Q 1  m ) = '.'''1 =

FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE F@ F+"k'

F+


L+0s %+0n0n

= = = = =

'#5 '#5 . 1 . $ $ . 6'' 6'' ). 6'' ? ) '.'-7 '75 ( Y> '.75 ( '.'-7 '.'-1


(

1#&-

=

6'

D 16 16  A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm mm

+m0 %+0n0n.. = = As/ = = As/ ] 1-'6" ] 

As% ( Aso 56."5 Aso ( % 1-'6" As% 11&55

Ok M"k" D$p"k"$ u)"%/"% 0



Dip0k0i

D 1 1



Vu +"4

*+%+ B040 (; *+%+ >e%on ,--5 (#

Page (= of 94

= = = = = = = = = =

# mm 75 mm 1'7' mm C(  -p  1212- W%+ W%+0 0n n0n 0n 1'7'  -. 75  '.5 ( "15.77 mm mm Fm0ks F($ 0n F)$ #&".5& k k !-' *p0 1#.675 *p *p0

#


0)0 eser )0n i%00n oe >e%on.. V# 0!#5c (

0!#5c (

= =

60]"

= = A9 = = ' = V' = =  = &enkan X8 - 200 ((

Q$  >  >/ 6 Q 1#.675 (

7'55"5.6! N 7'55."6 k -  '.-5  Z  \ sk 1''.&# mm -''.'' mm  A )  >/ >/  2 s 1&7--6.5 N '.6'

= [. ;$ ? ;s = '.6' ( 7-'!.= &!-1."1 k

*0k0 ;+ ;+  [. ;$ #&".5&  &!-1." M"k" Tu). S!%/k

1'7' 6

Ok 7L  &00.00 ++

Page (9 of 94

( "15.77


FOUNDATION CALCULATION C-BORE PILE 1. DATA 1.1. Suppor R!"#$o%

Compression : F)$ = !56.#& k F($ = #'".#' k ##"5.5' k F$ = Tension F% = F( = F) =

5-1".-# k #!1.-& k &57.5- k

1.&. Sp!'$($k"'$ M"!r$")


$/ B > ) ) / Bs

= = = = =

1#.675 *p0 -.& %on2m3 !-'' k2$m -&'' k2$m 1.6 %on2m3

= = = = =

!-' *p0 -&' *p0

Cx = C. 1.*. 1.*. D$+!%' D$+!%'$$ Po%,"'$ Po%,"'$

8 81 88! 8& 8% L( L) C( C) D 91 98p 8p1 p

= = = = = = = = = = = = = = = =

1 .' 5 m '.-5 m '.65 m '.&' m '."' m 1 .! ' m !.'' m !.'' m -.'' m -.'' m ' .& ' m ' .7 ' m 1 .6 ' m 6."5 m 5 ." ' m &

  *  2 

t 

 3 



&D

/



/2 >x = >.

&. DESAIN PONDASI


(

L)

(

 p 

8!

/

p 

FOUNDATION CALCULATION C-BORE PILE = ! .' ' ( ! .' ' ( ' .& ' = ! .6 ' m 3

FOUNDATION CALCULATION C-BORE PILE ;k1 = C( ( C) ( 81 = - .' ' ( - .' ' ( ' .- 5 = 1 .' ' m 3

;o+me ,oom

;k- = = =

C( ( - .' ' ( - .6 ' m 3

C) - .' '

( (

8' .6 5


;% = = =

;p ? ! .6 ' ? 7 .- ' m 3

;k1 1 .' '

? ?

;k- .6 '

Ber0% Pon0si

@$ = = =

;% ( ! .' ' ( 7.-' %on

B > -.&'

;o+me T0n0

;s = = =

L( ( ! .' ' ( ! .- 5 m 3

L) ! .' '

( (

8' .6 5

Ber0% T0n0

@s = = =

;s ( ! .- 5 ( 5.-' %on

Bs 1.6'

 

;k-.6'


P" 

 K1

-

T( 4 Cp K&


= = =

T ( Ap ? F,1 "&.'' ( 1-56 67'.'' ? ! 561#5.'67 k = 56.1#51 %on G$

= = = = = =

"& k2$m67' k2$m 1-56 $m1-5.6 $m ! 5

( Cp F,( 1-5.6 5




1



2%  13 4 + - 2+13 4 % +4%


4

 60

= = = =

-".7& o '.&' m 1.6' m !

FOUNDATION CALCULATION C-BORE PILE n = 4+m0 %i0n 0r0 er%ik0 = = ! p = +m0 Pie = = &

FOUNDATION CALCULATION C-BORE PILE E =

1



=

1



=



n



1





!



1



m m ! !

? ( ? (

 n  !

m



1



n

!



1



!

' .5 6

P m0ks i4in pie

E ( = P0 = !1&-6.-7" k = !1.&-6 %on -.!. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n Tek0n Tek0n Compression : F)$ = !56.#& k = ' .! 6 % o n F($ = #'".#' k = '.#1 %on F$ = ##"5.5' k = # ." ' % o n 8% = 1 .! ' m P+"k'



28P93 %

-

M4 . +"k' %; . 8;&

-

M; . <+"k' %4 . 8<&

im0n0: Pm0ks = Be>0n m0 m0ksim+m %i%i0n............................JP = F$ ? @p ? @s = -1.-"6 %on *omen )0 )0n >e >eker40 p0 p00 s+ s+m>+ K. K....... ......... ........ ....... *( = F($ ( 8% = 1.'5 %m *omen omen )0n )0n >eke >eker4 r400 p00 p00 s+m>+ +m>+ .... .......................................... *) = F)$ ( 8% = '.&6 %m A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%..................K . m0ks = A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%.................. . m0ks = +m0 %i0n........................................................... p = n( = B0n)0k B0n)0k %i0n p00 s+m>+ (............. (.................... ............... .......... n( = n) = B0n)0k B0n)0k %i0n p00 s+m>+ )....... ).............. .............. ............... ........ n) =

1 .6 ' m 1 .6 ' m & ! !

MK = +m0 k+0r0% 0>sis %i0n...........................MK .MK = =

Km0ks ( 7 .6 # m 

n(

M = +m0 k+0r0% 0>sis %i0n...........................M .M = =

m0ks ( 7 .6 # m 

n)

Pm0ks

= =

JP p -1.!' &

*( n) 1 .' 5 ? ! 5 .& ! % o n

JP p -1.!' &

*( n) 1 .' 5  ! 5.-1" %on

= Pmin

= = =

Pm0ks

=

?



5.&! %o % on

( m0ks ? ( J)( 1 .6 ' ? ( 7 .6 #

*) n( ' .& 6 !

( ( ( (

Km0ks JK1.6' 7 .6 #

( m0ks ( J)( 1 .6 ' ( 7 .6 #

*) n( ' .& 6 !

( ( ( (

Km0ks JK1.6' 7 .6 #



 

Pm0ks i4in pie =

! 1 .& ! % o n

H "' -".7& ( "' (

FOUNDATION CALCULATION C-BORE PILE Ok

-.&. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n T0rik T0rik F% = 5.-- %on B > = 8p1 = D =


2T( 4 Cp 4 E/ 3



K&

-.& %2m3 5."' m ' .& ' m - Wp


= 67' k2$m = '.67 %on2$m = 1-5. 1-5.66 $m = 5 = 7.-' 7.-' %on %on ' = ;s ( = !.-5 ( '.'' = ' .' ' % o n @ pie = 12&  D ( 8p ( B4.Be%on @p = >er0% 1 pie ;>e%on ;>e%on pie ( B4.>e%on B4.>e%on B4.Be%on = 1.77# %on +m0 m0 pie... ......... ........ ......... ........ ......... ......... ........ ......... ......... ........ .....p .p = & Eisiensi ro+p Pie E = '.55" T

=

Cp F,'.67' ( 1-5.6 5 11.1"- %on

Pm0ks

= =

 P pie %0rik ( p  51."6" %on

Pm0ks

=

51."6" %on "."6

P pie %0rik

= =

(

(

E

(

'.55"

?

= Ok


e

= = F0 = = Z = = ;+ = =

L(  12-L( ? 12-C( ? 8! '.1 m L( . L) " m P 2 F0 '.6' %2m Z .L( .e '.1#1 %on

? @p ?

@p

1.77#

?

@s

F%

5.-5.-- %on %on

= -.''

FOUNDATION CALCULATION C-BORE PILE ;$ = =

1 6 1 6

= =



Q$ 

 L(  8!

(

Q 1#.675 (

!'''

(

&''

#6&-"1.6- N #6.&-" %o %on

S = '.75 9)0r0% ;+  S.;$  ' .7 5 ( '.1#  6&.#-1"

C(

# 6 .& !

81

A+"%

8-

Ko%ro) G!'!r & Ar"> 2G!'!r Po%'3

L+0s Pen0mp0n F0 = L( . L) = !.'' ( !.'' = " .' ' m  C(1 = C)1 = C( ? 8! = - .' ' ? ' .& ' = - .& ' m L+0s pen0mp0n kri%is 0ri 0%0s pon0si ?' = C(1 ( C)1 = -.&' ( -.&' = 5 .7 6 m  ,eiin pen0mp0n kri%is 0ri 0%0s pon0si @o = -  C(1 ? -  C) 1 =  - ( -.&'  ?  = " .6 ' m 1 .' ' # = ' = Ni0i kons%0n%0 -' ,oom s++% Pm0ks ? Pmin ;+ = F0  Ls  =  " .' '  5 .7 6  (  = 17.- ,N 0)0 eser )0n i %00n >e%on ;$1 =  1 ? $ 1 ? =  1 = #-"71"".5 N = #-".7-' %on ;$- = = = =









-

?

8! L(

C( C(1

(

- .& '

 Vmin

Vm0(

 5 .& !

? -

5.--

Q$  >o  8!  6 Q 1#.675 ( "6'' ( 6



&''



Q$/  >o  8!  1Q 1#.675 ( "6'' ( &'' 1-



L)

C)1

C)



s  8!  >o - ? -' ( &''  "6'' !"1#1--.' N !"1.#1 %on 

e





;$! = = = =

FOUNDATION CALCULATION C-BORE PILE Q$  >o  8! ! Q 1#.675 ( "6'' ( &'' ! 55!1&66.& N 55!.1&7 %on

Ni0i %erke$i 0n%0r0 ;$1 ;$- < ;$! ........... ;$ = *in ;$1 : ;$- : ;$! = !"1.#1 %on W = '.75 9)0r0% ;+ X W.;$ 17.-  -"!." A+"% *. P!r>$u%/"% Tu)"%/"%


= '.&6 %m = 5.&!%2m 5.&!%2m33 = &'' &'' mm = 5."' 5."''' mm = -.&'' %2m %2m3 = 1#.6 1#.675 75 *p *p00 = !-' !-' *p *p00 = -&' *p0 = '.&' '.&''' mm = 5' m m = 16 m m = # mm = D  p  1212- W%+ W%+0 0n n0n 0n = !&- m m = 1''' mm = ' .# 5


= '75 . Y> = '.'-1

Ymin

= 1& 2 ) = '.''& >. menen%+k0n +0s %+0n0n *+ = k ( , = *+ 2 = '.'''& , Y

= = =

'." ( , 2 '.'''''1

(

> 

> Y '."



( ( Ymin

 (

 ) )

=

'.''&&



6''

6'' ?

)



FOUNDATION CALCULATION C-BORE PILE *0k0 i 0m>i Ymin = '.''&& Asmin = Ymin ( > ( = 1&"6.! mm As

= 12& ( Z = -'1.1& mm

(

/ 


=

#

= 1&"6.! mm D 16 = 5 ." m = & #.1' #.1' %on %on = !.57 !.57 %on %on = = #.1' #.1' %on %on = 8m0ks 2 p = - .' - % o n

= 126 . Q$/ . D . / = "#5-" N = "#.5-" ,N ,N [ = '. '.# ;n = ;+2[ -.6"",N ,on%ro v+ ]$ $ $ = [ ( = 7!.#"7 V +  $

P

;$

8 " PJ>D *0 c( &enkan

X8 - 250 ((

T$,"k p!r)u u)"%/"% /!'!r



= 1#.675 *p *p0 = !-' *p0 = 16 mm '@ = 75 mm ?4?; = !''' mm ?4 = L(  -.s> -.s>  1212-D D (# (; Dp",

= Te>0 p0 Te>0 eek%i p0

!'''

 - . 75 

16 -

= -#&- mm H* = &'' mm H* = 8!  s>  12-D = =

&''



!17 mm

75



16 -

FOUNDATION CALCULATION C-BORE PILE

= 8!.B 8!.B> > ? 88- .B .Bss = - %2m Mu = 12- .e .Ve .Ve ? -2! -2! Vm0k Vm0kss  Ve Ve  G .L( = '.'-7 %m  1 = '.#5 7


= '.#' M%p!r)u = *+ 2 W = !.&1& kNm + = ) 2 ' '#5 #5  $/ $/ = -'.15" R% = *n 2  B/ .  = '.'1-' 

1 -m . Rn  1 Q 1  m ) = '.''''&

Fp!r)u

=

F@

= =

F+"k'


L+0s %+0n0n

'#5 '#5 . 1 . $ ) '.'-7

= '75 ( Y> = '.75 ( = '.'-1 = = = = =

6'' 6'' ? )

(

'.'-7

'.''-' '.''-' Y ( B ( 01 '.''- ( -#&1#'1.# mm mm

(

D 16 16  A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm


15' mm Aso . B/ A' = = !#11.' mm s '

=

A'

 A' A+"% M"k" D$p"k"$ u)"%/"% D 1 1 

150

++

.&. Tu)"%/"% C>$+%!;

&.-.1. D0%0 Mu


Pu) C4  C; BJ.@!o% (# (; p

= 8m0ks 8m0ksCT CTss 0n 0n CLs CLs . 8% = '.#1 ( 1.!' = 1.'5 Tm = = -1.!' To Ton = -''' mm = = 1#.675 *p *p0 = !-' *p0 = 75 mm

!17


= 16 mm C4  C; = C(  -p  1212- W%+ W%+0 0n n0n 0n = -'''  - 75  '.5 ( 16 = 1#&u)



8& = "'' mm H = 8&  p  1212- W%+ W%+0n 0n0 0nn = "''  75  '.5 ( 16 = #17 mm

&.-.-. Peri%+n0n T+0n0n Cimne) = '.#5  = '.#' M%p!r = *+ 2 W = 1!1.5"! kNm + = ) 2 ' '#5 #5  $/ $/ = -'.15" R% = *n 2  > .  = '.'1"&  1

Fp!r)u

F@ F+"k'

F+


L+0s %+0n0n

1 -m . Rn  1 Q 1  m ) = '.'''1 =

= = = = =

'#5 '#5 . 1 . $ $ . 6'' 6'' ). 6'' ? ) '.'-7 '75 ( Y> '.75 ( '.'-7 '.'-1


D 16 16  A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm mm

+m0 %+0n0n.. 

= As% ( Aso

(

1#&-


= As/ = = As/ ] 1-'6" ]

56."5 Aso ( % 1-'6" As% 11&55

Ok M"k" D$p"k"$ u)"%/"% 0



Dip0k0i

=

6'

D 1 1



Vu +"4


0!#5c (

60]"

= = = = = = = = = = = =

= = A9 = = ' = V' = =  =

# mm 75 mm 1'5! mm C(  -p  1212- W%+ W%+0 0n n0n 0n 1'5!  -. 75  '.5 ( #"#.7& mm mm Fm0ks F($ 0n F)$ #'".#' k k !-' *p0 1#.675 *p *p0 Q$  >  >/ 6 Q 1#.675 (

1'5! 6

6#1&5'.&' N 6#1&.5' k -  '.-5  Z  \ sk 1''.&# mm -''.'' mm  A )  >/ >/  2 s 1&&&##.6 N '.6'

&enkan

X8 - 200 ((

= [. ;$ ? ;s = '.6' ( 6"5".' = &175.&' k

*0k0 ;+ ;+  [. ;$ #'".#'  &175.& M"k" Tu). S!%/k

Ok 7L  &00.00 ++

#

( #"#.7&

PEKERJAAN PEMBANGUNAN GARDU INDUK 150kV MARABAHAN DAN INCOMER CONTRACTOR :

FOUNDATION CALCULATION C-! BORE PILE 1. DATA 1.1. Suppor R!"#$o%

Compression : F)$ = #-7.7' k F($ = #"6.&1 k 6"!'.&6 k F$ = Tension F% = F( = F) =

5&'#.5" k 6&1."7 k 565.7# k

1.&. Sp!'$($k"'$ M"!r$")


$/ B > ) ) / Bs

= = = = =

1#.675 *p0 -.& %on2m3 !-'' k2$m -&'' k2$m 1.6 %on2m3

= = = = =

!-' *p0 -&' *p0

Cx = C. 1.*. 1.*. D$+!%' D$+!%'$$ Po%,"'$ Po%,"'$

8 81 88! 8& 8% L( L) C( C) D 91 98p 8p1 p

= = = = = = = = = = = = = = = =

1 .' 5 m '.-5 m '.65 m '.&' m '."' m 1 .! ' m !.'' m !.'' m -.'' m -.'' m ' .& ' m ' .7 ' m 1 .6 ' m 6."5 m 5 ." ' m &

  *  2 

t 

 3 



 p 



&D

/

/2 >x = >.

&. DESAIN PONDASI


(

L)

(

8!

/

p 

FOUNDATION CALCULATION C-! BORE PILE = ! .' ' ( ! .' ' ( ' .& ' = ! .6 ' m 3

FOUNDATION CALCULATION C-! BORE PILE ;k1 = C( ( C) ( 81 = - .' ' ( - .' ' ( ' .- 5 = 1 .' ' m 3

;o+me ,oom

;k- = = =

C( ( - .' ' ( - .6 ' m 3

C) - .' '

( (

8' .6 5


;% = = =

;p ? ! .6 ' ? 7 .- ' m 3

;k1 1 .' '

? ?

;k- .6 '

Ber0% Pon0si

@$ = = =

;% ( ! .' ' ( 7.-' %on

B > -.&'

;o+me T0n0

;s = = =

L( ( ! .' ' ( ! .- 5 m 3

L) ! .' '

( (

8' .6 5

Ber0% T0n0

@s = = =

;s ( ! .- 5 ( 5.-' %on

Bs 1.6'

 

;k-.6'


P" 

 K1

-

T( 4 Cp K&


= = =

T ( Ap ? F,1 "&.'' ( 1-56 67'.'' ? ! 561#5.'67 k = 56.1#51 %on G$

= = = = = =

"& k2$m67' k2$m 1-56 $m1-5.6 $m ! 5

( Cp F,( 1-5.6 5




1



2%  13 4 + - 2+13 4 % +4%


4

 60

= = = =

-".7& o '.&' m 1.6' m !

FOUNDATION CALCULATION C-! BORE PILE n = 4+m0 %i0n 0r0 er%ik0 = = ! p = +m0 Pie = = &

FOUNDATION CALCULATION C-! BORE PILE E =

1



=

1



=



n



1





!



1



m m ! !

? ( ? (

 n  !

m



1



n

!



1



!

' .5 6

P m0ks i4in pie

E ( = P0 = !1&-6.-7" k = !1.&-6 %on -.!. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n Tek0n Tek0n Compression : F)$ = #-7.7' k = ' .# ! % o n F($ = #"6.&1 k = '."' %on F$ = 6"!'.&6 k = 6 ." ! % o n 8% = 1 .! ' m P+"k'



28P93 %

-

M4 . +"k' %; . 8;&

-

M; . <+"k' %4 . 8<&

im0n0: Pm0ks = Be>0n m0 m0ksim+m %i%i0n............................JP = F$ ? @p ? @s = 1".!!' %on *omen )0 )0n >e >eker40 p0 p00 s+ s+m>+ K. K....... ......... ........ ....... *( = F($ ( 8% = 1.17 %m *omen omen )0n )0n >eke >eker4 r400 p00 p00 s+m>+ +m>+ .... .......................................... *) = F)$ ( 8% = 1.'# %m A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%..................K . m0ks = A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%.................. . m0ks = +m0 %i0n........................................................... p = n( = B0n)0k B0n)0k %i0n p00 s+m>+ (............. (.................... ............... .......... n( = n) = B0n)0k B0n)0k %i0n p00 s+m>+ )....... ).............. .............. ............... ........ n) =

1 .6 ' m 1 .6 ' m & ! !

MK = +m0 k+0r0% 0>sis %i0n...........................MK .MK = =

Km0ks ( 7 .6 # m 

n(

M = +m0 k+0r0% 0>sis %i0n...........................M .M = =

m0ks ( 7 .6 # m 

n)

Pm0ks

= =

JP p 1".!! &

*( n) 1 .1 7 ? ! & ." " % o n

JP p 1".!! &

*( n) 1 .1 7  ! &.677 %on

= Pmin

= = =

Pm0ks

=

?



&."" %o % on

( m0ks ? ( J)( 1 .6 ' ? ( 7 .6 #

*) n( 1 .' # !

( ( ( (

Km0ks JK1.6' 7 .6 #

( m0ks ( J)( 1 .6 ' ( 7 .6 #

*) n( 1 .' # !

( ( ( (

Km0ks JK1.6' 7 .6 #



 

Pm0ks i4in pie =

! 1 .& ! % o n

H "' -".7& ( "' (

FOUNDATION CALCULATION C-! BORE PILE Ok

-.&. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n T0rik T0rik F% = 5.&1 %on B > = 8p1 = D =


2T( 4 Cp 4 E/ 3



K&

-.& %2m3 5."' m ' .& ' m - Wp


= 67' k2$m = '.67 %on2$m = 1-5. 1-5.66 $m = 5 = 7.-' 7.-' %on %on ' = ;s ( = !.-5 ( '.'' = ' .' ' % o n @ pie = 12&  D ( 8p ( B4.Be%on @p = >er0% 1 pie ;>e%on ;>e%on pie ( B4.>e%on B4.>e%on B4.Be%on = 1.77# %on +m0 m0 pie... ......... ........ ......... ........ ......... ......... ........ ......... ......... ........ .....p .p = & Eisiensi ro+p Pie E = '.55" T

=

Cp F,'.67' ( 1-5.6 5 11.1"- %on

Pm0ks

= =

 P pie %0rik ( p  51."6" %on

Pm0ks

=

51."6" %on ".61

P pie %0rik

= =

(

(

E

(

'.55"

?

= Ok


e

= = F0 = = Z = = ;+ = =

L(  12-L( ? 12-C( ? 8! '.1 m L( . L) " m P 2 F0 '.55 %2m Z .L( .e '.166 %on

? @p ?

@p

1.77#

?

@s

F%

5.&1 5.&1 %on %on

= -.''

FOUNDATION CALCULATION C-! BORE PILE ;$ = =

1 6 1 6

= =



Q$ 

 L(  8!

(

Q 1#.675 (

!'''

(

&''

#6&-"1.6- N #6.&-" %o %on

S = '.75 9)0r0% ;+  S.;$  ' .7 5 ( '.17  6&.#-1"

C(

# 6 .& !

81

A+"%

8-

Ko%ro) G!'!r & Ar"> 2G!'!r Po%'3

L+0s Pen0mp0n F0 = L( . L) = !.'' ( !.'' = " .' ' m  C(1 = C)1 = C( ? 8! = - .' ' ? ' .& ' = - .& ' m L+0s pen0mp0n kri%is 0ri 0%0s pon0si ?' = C(1 ( C)1 = -.&' ( -.&' = 5 .7 6 m  ,eiin pen0mp0n kri%is 0ri 0%0s pon0si @o = -  C(1 ? -  C) 1 =  - ( -.&'  ?  = " .6 ' m 1 .' ' # = ' = Ni0i kons%0n%0 -' ,oom s++% Pm0ks ? Pmin ;+ = F0  Ls  =  " .' '  5 .7 6  (  = 15.7 ,N 0)0 eser )0n i %00n >e%on ;$1 =  1 ? $ 1 ? =  1 = #-"71"".5 N = #-".7-' %on ;$- = = = =









-

?

8! L(

C( C(1

(

- .& '

 Vmin

Vm0(

 & ." "

? -

&.6#

Q$  >o  8!  6 Q 1#.675 ( "6'' ( 6



&''



Q$/  >o  8!  1Q 1#.675 ( "6'' ( &'' 1-



L)

C)1

C)



s  8!  >o - ? -' ( &''  "6'' !"1#1--.' N !"1.#1 %on 

e





;$! = = = =

FOUNDATION CALCULATION C-! BORE PILE Q$  >o  8! ! Q 1#.675 ( "6'' ( &'' ! 55!1&66.& N 55!.1&7 %on

Ni0i %erke$i 0n%0r0 ;$1 ;$- < ;$! ........... ;$ = *in ;$1 : ;$- : ;$! = !"1.#1 %on W = '.75 9)0r0% ;+ X W.;$ 15.7  -"!." A+"% *. P!r>$u%/"% Tu)"%/"%


= 1.'# %m = &.""%2m &.""%2m33 = &'' &'' mm = 5."' 5."''' mm = -.&'' %2m %2m3 = 1#.6 1#.675 75 *p *p00 = !-' !-' *p *p00 = -&' *p0 = '.&' '.&''' mm = 5' m m = 16 m m = # mm = D  p  1212- W%+ W%+0 0n n0n 0n = !&- m m = 1''' mm = ' .# 5


= '75 . Y> = '.'-1

Ymin

= 1& 2 ) = '.''& >. menen%+k0n +0s %+0n0n *+ = k ( , = *+ 2 = '.'''" , Y

= = =

'." ( , 2 '.'''''!

(

> 

> Y '."



( ( Ymin

 (

 ) )

=

'.''&&



6''

6'' ?

)



FOUNDATION CALCULATION C-! BORE PILE *0k0 i 0m>i Ymin = '.''&& Asmin = Ymin ( > ( = 1&"6.! mm As

= 12& ( Z = -'1.1& mm

(

/ 


=

#

= 1&"6.! mm D 16 = 5 ." m = & #."6 #."6 %on %on = #.-# #.-# %on %on = = #."6 #."6 %on %on = 8m0ks 2 p = - .- & % o n

= 126 . Q$/ . D . / = "#5-" N = "#.5-" ,N ,N [ = '. '.# ;n = ;+2[ -."##,N ,on%ro v+ ]$ $ $ = [ ( = 7!.#"7 V +  $

P

;$

8 " PJ>D *0 c( &enkan

X8 - 250 ((

T$,"k p!r)u u)"%/"% /!'!r



= 1#.675 *p *p0 = !-' *p0 = 16 mm '@ = 75 mm ?4?; = !''' mm ?4 = L(  -.s> -.s>  1212-D D (# (; Dp",

= Te>0 p0 Te>0 eek%i p0

!'''

 - . 75 

16 -

= -#&- mm H* = &'' mm H* = 8!  s>  12-D = =

&''



!17 mm

75



16 -

FOUNDATION CALCULATION C-! BORE PILE

= 8!.B 8!.B> > ? 88- .B .Bss = - %2m Mu = 12- .e .Ve .Ve ? -2! -2! Vm0k Vm0kss  Ve Ve  G .L( = '.'-! %m  1 = '.#5 7


= '.#' M%p!r)u = *+ 2 W = -.#!- kNm + = ) 2 ' '#5 #5  $/ $/ = -'.15" R% = *n 2  B/ .  = '.''"" 

1 -m . Rn  1 Q 1  m ) = '.''''!

Fp!r)u

=

F@

= =

F+"k'


L+0s %+0n0n

'#5 '#5 . 1 . $ ) '.'-7

= '75 ( Y> = '.75 ( = '.'-1 = = = = =

6'' 6'' ? )

(

'.'-7

'.''-' '.''-' Y ( B ( 01 '.''- ( -#&1#'1.# mm mm

(

D 16 16  A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm


15' mm Aso . B/ A' = = !#11.' mm s '

=

A'

 A' A+"% M"k" D$p"k"$ u)"%/"% D 1 1 

150

++

.&. Tu)"%/"% C>$+%!;

&.-.1. D0%0 Mu


Pu) C4  C; BJ.@!o% (# (; p

= 8m0ks 8m0ksCT CTss 0n 0n CLs CLs . 8% = '."' ( 1.!' = 1.17 Tm = = 1".!! To Ton = -''' mm = = 1#.675 *p *p0 = !-' *p0 = 75 mm

!17


= 16 mm C4  C; = C(  -p  1212- W%+ W%+0 0n n0n 0n = -'''  - 75  '.5 ( 16 = 1#&u)



8& = "'' mm H = 8&  p  1212- W%+ W%+0n 0n0 0nn = "''  75  '.5 ( 16 = #17 mm

&.-.-. Peri%+n0n T+0n0n Cimne) = '.#5  = '.#' M%p!r = *+ 2 W = 1&5.667 kNm + = ) 2 ' '#5 #5  $/ $/ = -'.15" R% = *n 2  > .  = '.'-15  1

Fp!r)u

F@ F+"k'

F+


L+0s %+0n0n

1 -m . Rn  1 Q 1  m ) = '.'''1 =

= = = = =

'#5 '#5 . 1 . $ $ . 6'' 6'' ). 6'' ? ) '.'-7 '75 ( Y> '.75 ( '.'-7 '.'-1


D 16 16  A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm mm

+m0 %+0n0n.. 

= As% ( Aso

(

1#&-


= As/ = = As/ ] 1-'6" ]

56."5 Aso ( % 1-'6" As% 11&55

Ok M"k" D$p"k"$ u)"%/"% 0



Dip0k0i

=

6'

D 1 1



Vu +"4


0!#5c (

60]"

= = = = = = = = = = = =

= = A9 = = ' = V' = =  =

# mm 75 mm 1165 mm C(  -p  1212- W%+ W%+0 0n n0n 0n 1165  -. 75  '.5 ( 1'11.! mm mm Fm0ks F($ 0n F)$ #"6.&1 k k !-' *p0 1#.675 *p *p0 Q$  >  >/ 6 Q 1#.675 (

1165 6

#&##!5.'' N #&##.!5 k -  '.-5  Z  \ sk 1''.&# mm -''.'' mm  A )  >/ >/  2 s 16-5"'.' N '.6'

&enkan

X8 - 200 ((

= [. ;$ ? ;s = '.6' ( #65'." = 51"'.56 k

*0k0 ;+ ;+  [. ;$ #"6.&1  51"'.6 M"k" Tu). S!%/k

Ok 7L  &00.00 ++

#

( 1'11.!

PEKERJAAN PEMBANGUNAN GARDU INDUK 150kV CONTRACTOR :

FOUNDATION CALCULATION TRAFO BORE PILE 1. DATA 1.1. Suppor R!"#$o%

Compression : F)$ = 5-'' k F($ = 5-'' k 1'&''' k F$ = Tension F% =

'.'' k

1.&. Sp!'$($k"'$ M"!r$")


$/ B > ) ) / Bs Bs/

= = = = = =

1#.675 *p0 -.& %on2m3 !-'' k2$m -&'' k2$m 1."5 %on2m3 '."5 %on2m3

= = = = =

!-' *p0 -&' *p0

1.*. 1.*. D$+!%' D$+!%'$$ Po%,"'$ Po%,"'$

8 81 8L( L(1 9(1 9((1 ((! L) L)1 9)1 9)D 8p 8p1 p

= = = = = = = = = = = = = = = = = =

1 .6 ' m '.&' m 1.-' m 5.5' m 1 .' ' m ' .6 5 m 1 .& ' m 1.-5 m 1.'' m 1.'' m !.5' m 1 .' ' m ' ." 5 m 1 .6 ' m ' .& ' m #.'' m 6 .# ' m 1-

   2  p   p 

!.5 D /x

>x l x

&.' D

/x2

/x2

lx 2

>x lx 3

/x2

/x

>x lx2

lx 

>. 9 /. 

>.

/.2 /.

>. &. DESAIN PONDASI

-.1. Peri%+n0n ;o+me ;o+me < Ber0% Pon0si ;o+me Pees%0 ;p = L( ( = 5 .5 ' ( = !'.#' m3

L) ! .5 '

( (

8 1 .6 '

FOUNDATION CALCULATION TRAFO BORE PILE B > @p = ;p ( = !'.#' ( -.&' = 7!."- %on

Ber0% Pon0si ^ ;o. Be%on Oi pi%

;o = -.L( -.L(1. 1.- .L)1 .L)1?L ?L). ).81 81? ?-. -.L L)1.)1.-.L( .L(1? 1?L( L(.81 .81 -. -.L L)1.)1 )1.)1 .81 .81 = ".&'' m3 @o = =

Ber0% Be%on Oi Pi%

;p ( --.56

B >

;o+me Pie

;pie = 12& . .D- .8p .p = 1 - .1 m 3

Ber0% Pon0si

@pie = = =

Ber0% To%0 Pon0si

;p ( 1-.'6 ( -#."& %on

B > -.&'

@% = @p ? @o ? @pie = 1-5.&- %o %on


P" 

 K1

-

T( 4 Cp K&


= = =

T ( Ap ? F,1 "&.'' ( 1-56 67'.'' ? ! 561#5.'67 k = 56.1#51 %on G$

= = = = = =

"& k2$m67' k2$m 1-56 $m1-5.6 $m ! 5

( Cp F,( 1-5.6 5




1



2%  13 4 + - 2+13 4 % +4%

im0n0 : H = 0r$%0n D291 D = i  i0me%er pie 91 = 4 0r 0r0k 0n%0r pie m = 4+m0 %i0n 0r0 orison%0 = n = 4+m0 %i0n 0r0 er%ik0 =

4

 60

= = = = =

--.#! o '.&' m 1.6' m 6 !

p = +m0 Pie =

FOUNDATION CALCULATION TRAFO BORE PILE = 1-

FOUNDATION CALCULATION TRAFO BORE PILE E =

1



=

1



=



n



1





!



1



m m 6 6

? ( ? (

 n  !

m



1



n

6



1



!

' .6 -

P m0ks i4in pie

E ( = P0 = !&#'!.-! k = !&.#' %on -.!. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n Tek0n Tek0n Compression : F)$ = 5-'' k = 5 .- ' % o n F($ = 5-'' k = 5.-' %on F$ = 1'&''' k = 1'&.'' %o %on 8% = 1 .& ' m P+"k'



28P93 %

-

M4 . +"k' %; . 8;&

-

M; . <+"k' %4 . 8<&

im0n0: Pm0k m0ks = Be>0n e>0n m0ks m0ksim im+m +m %i0n %i0n.... ....................................................JP = F$ ? @% = --".&1# %on *omen )0 )0n >e >eker40 p0 p00 s+ s+m>+ K. K....... ......... ........ ....... *( = F($ ( 8% = 7.-# %m *omen omen )0n )0n >eke >eker4 r400 p00 p00 s+m>+ +m>+ .... .......................................... *) = F)$ ( 8% = 7.-# %m A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%..................K . m0ks = A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%.................. . m0ks = +m0 %i0n........................................................... p = n( = B0n)0k B0n)0k %i0n p00 s+m>+ (............. (.................... ............... .......... n( = n) = B0n)0k B0n)0k %i0n p00 s+m>+ )....... ).............. .............. ............... ........ n) =

' .# ' m - .& ' m 16 !

MK = +m0 k+0r0% 0>sis %i0n...........................MK .MK = =

Km0ks ( ! .# & m 

n(

M = +m0 k+0r0% 0>sis %i0n...........................M .M = =

m0ks ( 17.-# m

n)

Pm0ks

Pmin

Pm0ks

JP *( ? p n) --".&7 .- # = ? 1! = 1 " .7 1 % o n

( m0ks ? ( J)( - .& ' ? ( 17.-#

*) n( 7 .- # 6

( ( ( (

Km0ks JK'.#' ! .# &

JP *(  p n) --".&7 .- # =  1! = 1#.7-5 %on

( m0ks ( J)( - .& ' ( 17.-#

*) n( 7 .- # 6

( ( ( (

Km0ks JK'.#' 17.-#

=



=

=

1 " .7 1 % o n

 

Pm0ks i4in pie =

! & .# ' % o n

H "' --.#! ( "' (

FOUNDATION CALCULATION TRAFO BORE PILE Ok

FOUNDATION CALCULATION TRAFO BORE PILE -.&. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n T0rik T0rik F% = '.'' %on B > = 8p1 = D =


2T( 4 Cp 4 E/ 3



K&

-.& %2m3 6.#' m ' .& ' m - Wp

im0n0 : P pie %0rik = 0)0 +k+n i4in %0rik pie %+n0 Ni0i %o%0 ri$%ion p00 ke00m0n %i0n............... T ,ei ,eii in n sei seim+ m+%% %i0n %i0n .................................................................................. Cp F0k%o 0k%orr ke0m ke0m0n 0n0n 0n........................................................................................................FF,Ber0 Ber0%% Be%o Be%on. n............ .............. .......... .......... .......... .............. .......... .......... .............. .......... .....@$ ..@$ @ pie @p = >er0% 1 pie ;>e%on ;>e%on pie ( B4.>e%on B4.>e%on

= 67' k2$m = '.67 %on2$m = 1-5. 1-5.66 $m = 5 = 7!." 7!."-- %on = 12&  D ( 8p ( B4.Be%on B4.Be%on = -.'5' %on +m +m0 0 pie pie.........................................................................................................................p .p = 1Eisiensi ro+p Pie E = '.61" P pie %0rik

= =

T

(

'.67'

(

Cp F,1-5.6 5

(

E

(

'.61"

=

1-.&75 %o %on

Pm0ks

= =

 P pie %0rik ( p  --!.6-- %on

Pm0ks

=

--!.6- %o %on

=

?

? @p ?

-.'5'

@p

F%

=

'.'' %on

*. P!r>$u%/"% Tu)"%/"%

!.1. Peri%+n0n T+0n0n T+0n0n Ti0n Ti0n *omen p0 p00 %i0 %i0nn...... ........ ......... ........ ......... ......... ........ ......... .... *+ Be>0 Be>0nn *0ks *0ksim im+m +m %i0n %i0n. ................................................................................... P+ Di0. i0. Pie. ie................................................................................................................................... D P0n4 P0n40n 0n Ti0n. i0n.... .......... .......... .......... .............. .......... .......... .............. .......... .......... ......... 8p1 8p1 Ber0% e enis >e%on %on..... ......... ........ ......... ......... ........ ......... ......... ........ ... B > *+%+ *+ %+ >e%o >e%onn ,--5 ,--5...................................................................................................... $/ $/ *+%+ +%+ >04 >0400 U! U!-... -............................................................................................................. ) *+%+ >040 U-&..... ......... ......... ........ ......... ......... ........ ......... ........ ..... )/ Te>0 e>0 pees pees%0 %0. ............................................................................................................... 8! 9eim+% >e%on...................................................... p W %+0n0n W senk0n Le>0 Le>0rr koo koom m eek eek%i %i. ....................................................................................... / >  1

= 7.-# %m = 1".7 1".711 %2m3 %2m3 = &'' &'' mm = 6.#' 6.#''' mm = -.&'' %2m %2m3 = 1#.6 1#.675 75 *p *p00 = !-' !-' *p *p00 = -&' *p0 = !'' !'' mm = 75 m m = 16 m m = # mm = D  p  1212- W%+ W%+0 0n n0n 0n = !17 m m = 1''' mm = ' .# 5

FOUNDATION CALCULATION TRAFO BORE PILE 0. menen%+k0n r0sio %+0n0n >00n$e 0n r0sio %+0n0n m0ksim+m ' .# 5 ( 1 (  $/ Y> =   (  ) = '.'! Ym0ks

6''

6'' ?

)



= '75 . Y> = '.'-1

Ymin

= 1& 2 ) = '.''& >. menen%+k0n +0s %+0n0n *+ = k ( , = *+ 2 = '.''7, Y

= = =

'." ( , 2 '.''''-5

(

> 

> Y '."



As

= 12& ( Z = -'1.1& mm

(

( ( Ymin

*0k0 i 0m>i Ymin = '.''&& Asmin = Ymin ( > ( = 1!#6." mm (

 

 ) )

=

'.''&&

/ 

+m0 %+0n0n ) i +n0k0n....................... N N As/ = As . N = 16'".1 mm  Asmin Ok *0k0 *0k0 %+0n %+0n0 0nn )0n )0n i +n0 +n0k0 k0nn %+0n %+0n0 0nn = # $. ,on%ro %er00p %+0n0n eser Tin ini pie. e....... ........ ......... ........ ......... ......... ........ ......... ........ 8p1 +m0 pie. e........ ......... ........ ......... ........ ......... ......... ........ ........ p F($ F)$ 8m0ks 0)0 eser ;+ = = 126 . Q$/ . D . / = "1!-7 N = "1.!-7 ,N ,N [ = '. '.# ;n = ;+2[ 5.77#,N ,on%ro v+ ]$ $ $ = [ ( = 6#.&"5 V +  $

=

#

= 1!#6." mm D 16 = 6 .# m = 15-.' 5-.''' %on %on = 5-.' 5-.''' %on %on = = 5-.'' %on = 8m0ks 2 p = & .! ! % o n

P

;$

T$,"k p!r)u u)"%/"% /!'!r

*0k0 i+n0k0n %+0n0n pr0k%is \#  -5'

8 " PJ>D *0 c( &enkan

X8 - 250 ((

FOUNDATION CALCULATION TRAFO BORE PILE . P!r>$u%/"% Tu)"%/"% Tu)"%/"% Po%,"'$ .1. P!r>$u%/"% Tu)"%/"% Tu)"%/"% P",

&.1.1. Pen+0n0n Ar0 9+m>+ K *+%+ >e%on *+%+ >040 Di0me%er %+0n0n p0 9eim+% >e%on P0n40n 2 e>0r pon0si P0n40n 2 e>0r eek%i pon0si

$ ) D p0 s> L( L(/

= 1#.675 *p0 = !-' *p0 = 16 mm = 75 mm = 55'' mm = B  -.s>  12-D =

55''

 - . 75 

16 -

= 5!&- mm 81 = &'' mm 81/ = 81  s>  12-D

Te>0 p0 Te>0 eek%i p0

=

&''

=



75



16 -

!17 mm

Ymin = '.'' '.''-' -' 9NI 9NI '! '!-# -#&7 &7-'' ''-- P0s P0s0 0 16.! 16.!.! .!.1 .1 *0k0 r0 r0sio )0 )0n i ip0k0i   Y = '.''-' L+0s L+ 0s %+0 %+0n n0n 0n        As = Y ( B ( 01 = '.''- ( 5!&- ( !17 = !!#6.# mm mm L+0s %+0n0n

D 16 16  Aso = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm

As+msi 0r0k %+0n0n s = 15' mm Aso . B/ L+0s %+0n0n %erp0k0i  As = = 716!.& mm s ,on%ro A'  A' A+"% M"k" D$p"k"$ u)"%/" D 1 1



mm

150

P!%u)"%/"% Ar"> Su+@u 

P0n40n 2 e>0r pon0si P0n40n 2 e>0r eek%i pon0si

?; ?;

= !5'' mm = L)  -.s> -.s>  1212-D D =

Te>0 p0 Te>0 eek%i p0

!5''

 - . 75 

16 -

= !!&- mm H1 = &'' mm H1 = 81  s>  12 12-D = =

&''



!17 mm

75



16 -

FOUNDATION CALCULATION TRAFO BORE PILE

= *0k0 r0sio )0n ip0k0i  F = L+0s %+0n0n  A' = = = F+

%$L+0s %+0n0n

'.'' '.''-' -' 9NI 9NI '! '!-# -#&7 &7-'' ''-- P0s P0s0 0 16.! 16.!.! .!.1 .1 '.''-' Y ( C ( 01 '.''- ( !!&- ( !17 -11#.# mm mm

D 16 16  A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm

As+msi 0r0k %+0n0n ' L+0s %+0n0n %erp0k0i 

15' mm Aso . C/ A' = = &.5 mm s

,on%ro

=

A'

 A' A+"% M"k" D$p"k"$ u)"%/" D 1 1 

150

mm

Kalkulasi Pondasi

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