Title
FOUNDATION CALCULATION AA6 CLASS 6 (AA6 +0 s/d AA6 +6) (S.82) (Tanggung - Purwdad!)
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, 2xTC/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 tulanan +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 tulanan +2*, . = 2*0 $pa +3 +32, . = 320 $pa /oil : Berat %eni& tana for Co(pre&&) = !15 ton7(3 Berat %eni& tana for +plift)= 0!15 ton7(3 1.2.
Output Data
a.a lateral ara 9, Hy = a.a lateral ara , H = (ak& = a.a tarik ten&ion), T = a.a tekan co(pre&&ion), ! = 1.3.
!"2 ton !"2 2!3#" 2!3 #" ton 2!3#" ton *5!"0 *5! "0 ton 5"!8*2 5"! 8*2 ton
Desain
e&ain Bore Pile : ia(eter, D = 4ari-%ari, " = kedala(an tana kera& pada data &ondir = Pan%an, Hp = %arak antar ;ore pile, pile, s1 = %arak antar &i&i luar luar pile cap - ;ore pile, pile, s2 = 4u(la pile per pile cap =
0!*0 0!*0 ( 0!20 0!20 ( !00 ( 0!5 0!500 ( !20 !20 ( 0!*0 0!*0 ( * pile
e&ain Ci(ne. : le;ar &i&i dan &i&i 9, #$ = tini teak, #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 - Purwdad!)
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 tunal Ad = ilai konu& u%un tian!! Page 2 of 94
Tf total x & K2
*8
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 - Purwdad!)
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 3312!00 331 2!00 k 33!12 ton
? ?
550 25" 25!"
Tf x Cp K2 "1080 5
Title
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!) 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
Proup pile tekan = D x Ppile tekan x 4l pile = 0#8"2!85 k = 0#!8"3 ton 2.". 2.".
P #a$ #a$ss % %an ang g D!& D!&'r 'r!# !#a a T!a T!ang ng
=(∑)/±( . )/( . ∑2) ± ( . )/( . ∑2) P,a Be7a8 ,ai,, a8g.............................................. ;P< C *7
4.==0
'> 'o,e8 ?a8g 7ee@a aa ,7 +................................ '> ,a ,a > t 2.3= '? 'o,e8 ?a8g 7ee@a aa ,7 #............................. #............................. ... '? ,a ,a > t 2.3= +,a A7i te@a a8g te@aa 7e@at......................... +,a
0.60
?,a
0.60
8
4
8>
2
8?
2
?,a A7i te@a a8g te@aa 7e@at......................... 8 J,la a8g...................................................................... 8> Ba8?a a8g aa ,7 >.............................................. 8? Ba8?a a8g aa ,7 ?..............................................
Page 4 of 94
Title
PROJ"CT : R"OND$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 +
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!)
E+H
DAT" :
B# :
= 4u(la kuadrat a;&i& tian!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! +,aH
E+ E#H
! nx
0.20
= 4u(la kuadrat a;&i& tian!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! E#
#,aH
! . 0.20
=(∑)/+( . )/( . ∑2) +( . )/( . ∑2)
20.6 to8
=(∑)/−( . )/( . ∑2) − ( . )/( . ∑2)
2.-.
16.1 to8 P ii8 a8g t8ggal
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 tunal 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
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 - Purwdad!)
DAT" :
P,a 69.2=26
Page 6 of 94
H H A,a8
B# :
&a?a ta@i Te8io8 4(.1(9
Title
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 +
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!) 2..
DAT" :
B# :
a*a 's'r Ara,
P ,a Te7al aI !eli,t 7eto8I Te7al a efefI - Ke7a@ aI B Ke7a@ Li,8e?I 7 Ja@a 7ia8g @i te@aa ii la@I la@I L> B - 7 - /2 Be@at e8i ta8aI * Be@at e8i 7eto8I *L Be@at 7eto8I *2 L> . B . . *L &a?a gee@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 Fato@ @eiI . )L !?a@at : . )L 92.32=
1296.43 N 0.( 92.32= N H H A,a8
P ,a
) 60.120
a*a 's 's'r 'r 2 ar ara, (Pn (Pns) s)
Te7al aI !eli,t 7eto8I Te7al a efefI - Ke7a@ ii + a8 # Li,8e?I 7 Ke7a@ 7ia8g gee@ o8 a@a >I 71 7 Ke7a@ 7ia8g gee@ o8 a@a ?I 72 7 Be7a8 aa olo,I C Ka 7ia8g gee@ o8I A 2. 7 1 72 .
(00 ,, (0 ,, 4(0 ,, ,, 4(0 ,, ,, 9(0 ,, ,, 9(0 ,, ,, (6=.41( N N 110000 ,,H
fL
1=.6( 'a 1 0.(
IL Fato@ @eiI f 1 2 / IL S Q f L / 6
2!" 2! " $p $paa
f 1 / 3 Q f L
1.440 1.440 'a
i a,7il ?a8g te@eLilI f
1.440 1.440 'a
)8 . A. F
1=4.423 1=4.423 N
. )8
13=(.(6 13=(.(6 N
!?a@at : . )8
H
Page of 94
C
P ,a
Title
FOUNDATION CALCULATION AA6 CLASS 6
PROJ"CT : R"OND$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 - Purwdad!)
DAT" : 13=(.(6
Page = of 94
H A,a8
B# : (6=.41(
Title
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 +
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!)
DAT" :
B# :
III. PITUNAN STUTU PONDASI 1.. Da&a
' P
2.364 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 7aa $32I f? 320 'a Te7al Pa (00 ,, !eli,t 7eto8I (0 ,, tla8ga8 tla8ga8 16 ,, e8ga8g e8ga8g = ,, Ke7a@ olo, efef efefII 7 - - 1/2 tla8ga8 342 ,, 7 1000 ,,
I = 3.2. 3.2.
0!85
Pe"# Pe"#it itun un*a *an n Tu) Tu)an an*a *an n Tian Tian* *
a. ,e8e8ta8 @aio tla8ga8 7ala8Le a8 @aio tla8ga8 ,ai,, U7 0I=(.I1.fL/f?.600/600f?
0.02(
U,a 0I( . U7
0.021
U,i8 1I4 / f?
0.0043=
7. ,e8e8ta8 la tla8ga8 ' . 7 . H '/7 '/7 . 0.0203 0I9 . . f? U /0I9 . F? 0.00001 'aa i a,7ilI U,i8
0.0043(
A,i8 U,i8 . 7 .
1496.2(0 ,,H
A 1/4 . V. 201.143 ,, 'aa i aaiI = D16 Page 9 of 94
G
U,i8
Title
PROJ"CT : R"OND$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 +
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!)
DAT" :
B# : 1609.143 ,,
L. o8t@ol te@aa tla8ga8 gee@ 10(00 10(00 L, Ti8ggi ileI &a?a gee@I gee@I ) ,a/ l. Pile 0.(9 to8 )L 1/6 . QfL . Wile . 9=(2.92 g 9.=(3 to8 )8
0.6 P/ 0.990 0.990 g
Page 10 of 94
H
Title
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 +
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!)
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 diunakan tulanan prakti& W8 - 200
P
8 " &enkan 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 7aa $32I f? P,a Te7al PaI Te7al Pa efefI --1/2W tl !eli,t 7eto8I Ke7a@ aI B Ke7a@ Li,8e?I 7 Wtla8ga8
%arak antar &i&i luar pile pile cap - ;ore pile, pile, &2 = Ja@a 7ia8g @i te@aa ii la@I la@I L> B - 7 - /2 Ja@a a8g te@aa ii olo,I e L> - 1 Be@at e8i ta8aI * Be@at e8i 7eto8I *L Be@at 7eto8I *2 L> . B . . *L
I $o(en .an ter%adi pada Pad, $u = 3!Pu (ak&!e-F2!cx72-cx72 = Page 11 of 94
1=.6( ' ' a 320 'a 206.3 206.3 N
500 500 (( **2 **2 (( 50 (( 20000 (( 200 *50 *50 (( " (( *00 (( 55* 55* (( 5* 5* (( !15 to8/,M 2!*0 to8/,M 0!803 0! 803 k 0!85 12!2"0 12! 2"0 k(
P ,a
Title
PROJ"CT : R"OND$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 +
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!)
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.70,85!fc')) = $n = $u7 6n = $n7B!d') = 6a&io tulanan .an di perlukan, = 0,85!fc'7f.!-L-2!6n70,85!fc'))) 0,85!fc'7f.!-L-2!6n70,85!fc'))) =
Page 12 of 94
B# :
0!02#5 0!80 5!22## 5!3 5!32*8 2*8 k( 0!2152 k k 0!00013
Title
PROJ"CT : R"OND$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 +
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!)
DAT" :
Raio tla8ga8 ,i8i,,I U ,i8 Raio tla8ga8 ?a8g ig8aa8I U
>ua& tulanan .an diperlukan, & = !B!d' = 4arak tulanan .an diperlukan, & = 7*!M!H!B7& = 4arak tulanan .an diunakan, & = >ua& tul tulanan terpakai, &' = 7*!M!H!B7& = & 2210
B# :
0!00250 0!00250 220 (( 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 !# !#iney
Da&a
' P
>e;ar ci(ne., ; = Be@at Je8i 7eto8I BJ. 7eto8
23640 gL, 4=.9=00 g g 4(0 4(0 L, 2400 g/L,M
't 7eto8 22(I fL 1=.6( ' ' a 't 7aa $32I f? 320 'a !eli,t 7eto8I (0 ,, tla8ga8 tla8ga8 16 ,, e8ga8g e8ga8g 10 ,, Ke7a@ olo, efef efefII 7 - - 1/2 tla8ga8 392 ,, 7 1000 ,,
I = Page 13 of 94
0!85
Title
PROJ"CT : R"OND$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 +
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!)
DAT" :
B# :
Pe"#itun*an Tu)an*an !#iney
a. ,e8e8ta8 @aio tla8ga8 7ala8Le a8 @aio tla8ga8 ,ai,, U7 0I=(.I1.fL/f?.600/600f?
0.02(
U,a 0I( . U7
0.0206
U,i8 1I4 / f?
Page 14 of 94
0.0043=
Title
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 +
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!)
DAT" :
B# :
7. ,e8e8ta8 la tla8ga8 ' . 7 . H '/7 '/7 . 0.002 0I9 . . f? U /0I9 . F? 0.00000( 'aa i a,7ilI U,i8
G
0.0043(
A,i8 U,i8 . 7 . 11( ,,H
D16 " (( A 1/4 . V. 201.143 ,,
4u(la tulanan = A A > Jl. tla8ga8 A 2413.14 Dipa(ai tu)an*an
2 ;atan 2413.14 ,, , , H A H #5 O$ 12 D1
L. o8t@ol te@aa tla8ga8 gee@ Ke7a@ Li,8e?I 7 4(0 ,, ) ,a> ,a> 1I2 > ,a ,a 2.=( g Baa $24I f? 240 g/L,H )L 1/6 . QfL . 7. 120(.09 g 12.0( to8 . )L 'aaI )
0.6 623.0(2 to to8 G . )L
Ti%a( pe")u tu)an*an *ese"
200 200 (( 0 ((
A,i Ja@aI !
O&enkan = A4 = 2 > 1/4 . V.
4n 5 ) )8 Page 1( of 94
5#!*3 5#! *3 (( 5 6+7 8 +s9
< x f. x d'7&) #3!12 #3!12 ton 5!1#5 5!1 #5 ton
U,i8
Title
FOUNDATION CALCULATION AA6 CLASS 6
PROJ"CT : R"OND$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 - Purwdad!)
DAT" : ) ,a
'aa Tl. Tl. !e8ga8g 5 c(
B# :
N
@n
Aan 1 / 2
2 "
&enkan X0 - 200
5 c(
Page 16 of 94
((
Title
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 +
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!)
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/- 30 //5*0
i(en&i Cleat 4u(la Cleat, n Pan%an ;aut ia(eter ;aut >ua& pena(pa
=.= 16 (( 6400 k7c(2 =000 k7c(2
0,"2 u = ,5 u =
4960 k7c(2 12000 k7c(2
16 (( 4000 k7c(2 (400 k7c(2
0,"2 u = ,5 u =
334= k7c(2 =100 k7c(2
: 20x20x0-300 4 ;ua : (( (( : C>DT 16 (( 120>120>10 : 2.0096 c(2 : (6I=42 k : : 20x20x0
Co(pre&&ion to
i(en&i &tu; Kapasitas !)eat
ulti(ate load 2 x P = fc' = . =
1136=3 k 1=6.( k7c(2 3I200 k7c(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!1353 = -.2.
Kapasitas Ba Baut
Baut $" rade 8,8! u =
=000 k7c(2
Kekuatan e&er e&er ;aut = ;aut ;aut x 0,"2 u 996= k = Kekuatan tu(pu ;aut = ,5 x u x Y ;aut x t Page 1 of 94
= =
=
4
Title
PROJ"CT : R"OND$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 +
FOUNDATION CALCULATION AA6 CLASS 6
CONTRACT NO: 264.PJ/611/P3B/2011
(AA6 +0 s/d AA6 +6) (S.82)
DOC. NO: 036-264-FAA6 C6-!O2012
(Tanggung - Purwdad!)
DAT" :
=
B# : 3020 k
$aka, %u(la ;aut ;aut = kapa&ita& cleat 7 kapa&ita& ;aut = 3!81 ;ua = * ;ua
Page 1= of 94
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Page 19 of 94
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k7c(2 Page 20 of 94
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k7c( c(2 c(
Page 21 of 94
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to8
t,
t, , ,
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,
k7c( c(
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Page 23 of 94
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R") : 1
7 C L>
*2
P ,a
7
C
L>
P ,a
2 7 C
7
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0.0044
Page 26 of 94
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Page 2 of 94
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Page 29 of 94
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Page 30 of 94
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/T+B 20x20x0
ia! ;aut " ((
1=.6( $pa 320 $pa
4.6 c(
;ua
Page 31 of 94
ON4SI SATUAN
1 N 1 g, 1 to8 1 'a
101.92 gf 0.010 N, 9.964 N 10.194 g/L,2
PEKERJAAN PEMBANGUNAN GARDU INDUK 150kV MARABAHAN DAN INCOMER CONTRACTOR : PT WISMA SARANA TEKNIK
FOUNDATION CALCULATION C11 BORE PILE 1. DATA 1.1. Suppor R!"#$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+0n0n T+0n0n U !U -& Ber0% enis T0n0
$/ B > ) ) / Bs
= = = = =
1#.675 *p0 -.& %on2m3 !-'' k2$m -&'' k2$m 1.6 %on2m3
= = = = =
!-' *p0 -&' *p0
Cx = C. 1.*. 1.*. D$+!%' 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% Pon0si -.1. Peri%+n0n ;o+me ;o+me Pees%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 ,oom
;k- = = =
C( ( - .' ' ( - .6 ' m 3
C) - .' '
( (
8' .6 5
;o+me To%0 Pon0si
;% = = =
;p ? ! .# & ? 7 .& & m 3
;k1 1 .' '
? ?
;k- .6 '
Ber0% Pon0si
@$ = = =
;% ( ! .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
Bs 1.6'
;k-.6'
-.-. 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n >er0s0rk0n 0%0 sonir (Digunakan rumus Gegemen) 7# 4 Ap
P"
K1
-
T( 4 Cp K&
im0n0 : P0 = 0)0 +k+n i4in %ek0n pie pi e %+n0 G$ = Ni0i kon+s +4+n %i0n. T = ni0i %o%0 ri$%ion .. .. Ap = +0s pen0mp0n %i0n 12& D -...... Cp = keiin seim+% %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$
= = = = = =
"& k2$m67' k2$m 1-56 $m1-5.6 $m ! 5
( Cp F,( 1-5.6 5
eisiensi ro+p : E/
1
2% 13 4 + - 2+13 4 % +4%
im0n0 : H = 0r$%0n D291 D = i i0me%er pie 91 = 4 0r 0r0k 0n%0r pie m = 4+m0 %i0n 0r0 orison%0 =
4
60
= = = =
!!.6" o '.&' m '."5 m !
FOUNDATION CALCULATION C11 BORE PILE n = 4+m0 %i0n 0r0 er%ik0 = = ! p = +m0 Pie = = #
FOUNDATION CALCULATION C11 BORE PILE E =
1
=
1
=
n
1
!
1
m m ! !
? ( ? (
n !
m
1
n
!
1
!
' .5 '
P m0ks i4in pie
E ( = P0 = -#1&-.&1" k = -#.1&- %on -.!. Cek 9%0>ii%0s 9%0>ii%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 p00 s+ s+m>+ K. K....... ......... ........ ....... *( = F($ ( 8% = '.5- %m *omen omen )0n )0n >eke >eker4 r400 p00 p00 s+m>+ +m>+ .... .......................................... *) = F)$ ( 8% = '."! %m A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%..................K . m0ks = A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%.................. . m0ks = +m0 %i0n........................................................... p = n( = B0n)0k B0n)0k %i0n p00 s+m>+ (............. (.................... ............... .......... n( = n) = B0n)0k B0n)0k %i0n p00 s+m>+ )....... ).............. .............. ............... ........ n) =
' ." 5 m ' ." 5 m # ! !
MK = +m0 k+0r0% 0>sis %i0n...........................MK .MK = =
Km0ks ( -.7'75 m m
n(
M = +m0 k+0r0% 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 pie =
- # .1 & % o n
H "' !!.6" ( "' (
FOUNDATION CALCULATION C11 BORE PILE Ok
-.&. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n T0rik T0rik F% = 1&.51 %on B > = 8p1 = D =
Ber0% enis Be%on P0n40n Pie Eek%i Di0me%er Pie Pp$)! "r$k
2T( 4 Cp 4 E/ 3
K&
-.& %2m3 5."' m ' .& ' m - Wp
im0n0 : P pie %0rik = 0)0 +k+n i4in %0rik pie %+n0 Ni0i %o%0 ri$%ion p00 ke00m0n %i0n............... T ,ei ,eii in n sei seim+ 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' k2$m = '.67 %on2$m = 1-5. 1-5.66 $m = 5 = 7.&& 7.&& %on %on ' = ;s ( = !.65 ( '.'' = ' .' ' % o n @ pie = 12& D ( 8p ( B4.Be%on @p = >er0% 1 pie ;>e%on ;>e%on pie ( B4.>e%on B4.>e%on B4.Be%on = 1.77# %on +m0 m0 pie... ......... ........ ......... ........ ......... ......... ........ ......... ......... ........ .....p .p = # Eisiensi ro+p Pie E = '.5'1 T
=
Cp F,'.67' ( 1-5.6 5 1'.-'" %on
Pm0ks
= =
P pie %0rik ( p #".1'" %on
Pm0ks
=
#".1'" %on 6.1&
P pie %0rik
= =
(
(
E
(
'.5'1
?
= Ok
Ko%ro) G!'!r 1 Ar">
e
= = F0 = = Z = = ;+ = =
L( 12-L( ? 12-C( ? 8! ' .1 5 m L( . L) " .6 1 m P 2 F0 '.&1 %2m Z .L( .e '.1"1 %on
? @p ?
@p
1.77#
?
@s
F%
1&.51 1&.51 %on
= -.''
FOUNDATION CALCULATION C11 BORE PILE ;$ = =
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 pon0si ?' = C(1 ( C)1 = -.&' ( -.&' = 5 .7 6 m ,eiin pen0mp0n kri%is 0ri 0%0s pon0si @o = - C(1 ? - C) 1 = - ( -.&' ? = " .6 ' m 1 .' ' # = ' = Ni0i kons%0n%0 -' ,oom s++% Pm0ks ? Pmin ;+ = F0 Ls = " .6 1 5 .7 6 ( = 1&.5 ,N 0)0 eser )0n i %00n >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
Ni0i %erke$i 0n%0r0 ;$1 ;$- < ;$! ........... ;$ = *in ;$1 : ;$- : ;$! = !"1.#1 %on W = '.75 9)0r0% ;+ X W.;$ 1&.5 -"!." A+"% *. P!r>$u%/"% Tu)"%/"%
!.1. Peri%+n0n T+0n0n T+0n0n Ti0n Ti0n *omen p0 p00 %i0 %i0nn...... ........ ......... ........ ......... ......... ........ ......... .... *+ Be> Be>0n *0k *0ksi sim+ m+m m %i0n %i0n.................................................................................... P+ Di0. i0. Pie. ie................................................................................................................................... D P0n4 P0n40n 0n Ti0n. i0n.... .......... .......... .......... .............. .......... .......... .............. .......... .......... ......... 8p1 8p1 Ber0% e enis >e%on %on..... ......... ........ ......... ......... ........ ......... ......... ........ ... B > *+%+ *+ %+ >e%o >e%onn ,--5 ,--5...................................................................................................... $/ $/ *+%+ +%+ >04 >0400 U! U!-... -............................................................................................................. ) *+%+ >040 U-&..... ......... ......... ........ ......... ......... ........ ......... ........ ..... )/ Te>0 e>0 pee pees% s%0 0................................................................................................................ 8! 9eim+% >e%on...................................................... p W %+0n0n W senk0n Le>0 Le>0rr koo koom m eek eek%i %i. ....................................................................................... / > 1
= '."! %m = !."&%2m !."&%2m33 = &'' &'' mm = 5."' 5."''' mm = -.&'' %2m %2m3 = 1#.6 1#.675 75 *p *p00 = !-' !-' *p *p00 = -&' *p0 = '.&' '.&''' mm = 5' m m = 16 m m = # mm = D p 1212- W%+ W%+0 0n n0n 0n = !&- m m = 1''' mm = ' .# 5
0. menen%+k0n r0sio %+0n0n >00n$e 0n r0sio %+0n0n m0ksim+m ' .# 5 ( 1 ( $/ Y> = ( ) = '.'! Ym0ks
= '75 . Y> = '.'-1
Ymin
= 1& 2 ) = '.''& >. menen%+k0n +0s %+0n0n *+ = 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 +m0 %+0n0n ) i +n0k0n....................... N As/ = As . N = 16'".1 mm Asmin Ok *0k0 *0k0 %+0n %+0n0 0nn )0n )0n i +n0 +n0k0 k0nn %+0n %+0n0 0nn = # $. ,on%ro %er00p %+0n0n eser Tin ini pie. e....... ........ ......... ........ ......... ......... ........ ......... ........ 8p1 +m0 pie.................................................... p F($ 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( &enkan
X8 - 250 ((
T$,"k p!r)u u)"%/"% /!'!r
*0k0 i+n0k0n %+0n0n pr0k%is \# -5' . P!r>$u%/"% Tu)"%/"% Tu)"%/"% Po%,"'$ .1. P!r>$u%/"% Tu)"%/"% Tu)"%/"% P",
*+%+ >e%on *+%+ >040 Di0me%er %+0n0n p0 9eim+% >e%on P0n40n 2 e>0r pon0si P0n40n 2 e>0r eek%i pon0si
= 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 eek%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 .Bss = - %2m Mu = 12- .e .Ve .Ve ? -2! -2! Vm0k Vm0kss Ve Ve G .L( = '.'-7 %m 1 = '.#5 7
FOUNDATION CALCULATION C11 BORE PILE
= '.#' 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 %+0n0n A'
L+0s %+0n0n
'#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 %+0n0n L+0s %+0n0n %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 9eim+% >e%on
Pu) C4 C; BJ.@!o% (# (; p
= 8m0ks 8m0ksCT CTss 0n 0n CLs CLs . 8% = '.7- ( 1.!' = '."! Tm = = !'.1" To Ton = -''' mm = = 1#.675 *p *p0 = !-' *p0 = 75 mm
!17
FOUNDATION CALCULATION C11 BORE PILE
= 16 mm C4 C; = C( -p 1212- W%+ W%+0 0n n0n 0n = -''' - 75 '.5 ( 16 = 1#&u)
Le>0r koom eek%i
Tini koom eek%i
8& = "'' mm H = 8& p 1212- W%+ W%+0n 0n0 0nn = "'' 75 '.5 ( 16 = #17 mm
&.-.-. Peri%+n0n T+0n0n Cimne) = '.#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 %+0n0n
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 .>/.$/ = '.''!& ( 1#&= 11&55 mm mm [
D 16 16 A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm mm
+m0 %+0n0n..
= As% ( Aso
(
1#&-
FOUNDATION CALCULATION C11 BORE PILE
= As/ = = As/ ] 1-'6" ]
56."5 Aso ( % 1-'6" As% 11&55
Ok M"k" D$p"k"$ u)"%/"% 0
Dip0k0i
=
6'
D 1 1
&.-.!. ,on%ro %er00p %+0n0n eser ,on%ro %er00p %+0n0n eser 'k/
9eim+% >e%on p Le>0r $imne) $imne) C4 Le>0r koom eek%i C4
Vu +"4
*+%+ B040 (; *+%+ >e%on ,--5 (# 0)0 eser )0n i%00n oe >e%on.. V# 0!#5c (
0!#5c (
60]"
= = = = = = = = = = = =
= = A9 = = ' = V' = = =
# mm 75 mm 51# mm C( -p 1212- W%+ W%+0 0n n0n 0n 51# -. 75 75 '.5 ( !6!.#7 mm mm Fm0ks F($ 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'
&enkan
X8 - 200 ((
= [. ;$ ? ;s = '.6' ( 1&15.7 = #&".&- k
*0k0 ;+ ;+ [. ;$ 715.66 #&".& M"k" Tu). S!%/k
Ok 7L &00.00 ++
#
( !6!.#7
PEKERJAAN PEMBANGUNAN GARDU INDUK 150kV MARABAHAN DAN INCOMER CONTRACTOR : PT WISMA SARANA TEKNIK
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$")
*+%+ Be%on ,--5 Ber0% enis Be%on B040 T+0n0n T+0n0n U !U -& Ber0% enis T0n0
$/ B > ) ) / Bs
= = = = =
1#.675 *p0 -.& %on2m3 !-'' k2$m -&'' k2$m 1.6 %on2m3
= = = = =
!-' *p0 -&' *p0
Cx = C. 1.*. 1.*. D$+!%' 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% Pon0si -.1. Peri%+n0n ;o+me ;o+me Pees%0 ;p = L( ( = - .& ' ( = - .! ' m 3 ;o+me ,oom
L) - .& '
( (
8! ' .& '
;k1 = = =
C( ( - .' ' ( 1 .' ' m 3
C) - .' '
( (
81 ' .- 5
;k- = = =
C( ( - .' ' ( - .6 ' m 3
C) - .' '
( (
8' .6 5
;o+me To%0 Pon0si
;% = = =
;p ? - .! ' ? 5 ." ' m 3
;k1 1 .' '
? ?
;k- .6 '
Ber0% Pon0si
@$ = = =
;% ( 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
Bs 1.6'
;k-.6'
-.-. 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n >er0s0rk0n 0%0 sonir (Digunakan rumus Gegemen) 7# 4 Ap
P"
K1
-
T( 4 Cp K&
im0n0 : P0 = 0)0 +k+n i4in %ek0n pie pi e %+n0 G$ = Ni0i kon+s +4+n %i0n. T = ni0i %o%0 ri$%ion .. .. Ap = +0s pen0mp0n %i0n 12& D -...... Cp = keiin seim+% %i0n -r F,1 0n F,- = 0k%or ke0m0n0n >er%+r+%%+r+% ! 0n 5 F,1 F,P0
= = =
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
-- k2$m16- k2$m 1-56 $m1-5.6 $m ! 5
FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE eisiensi ro+p : E/
1
2% 13 4 + - 2+13 4 % +4%
4
im0n0 : H = 0r$%0n D291 D = i i0me%er pie 91 = 4 0r 0r0k 0n%0r pie m = 4+m0 %i0n 0r0 orison%0 = n = 4+m0 %i0n 0r0 er%ik0 = p = +m0 Pie = E =
1
=
1
=
60
= = = = = =
n
1
!
1
m m ! !
? ( ? (
n !
&5.'' o '.&' m '.#' m ! ! #
m
1
n
!
1
!
' .! !
P m0ks i4in pie
= E ( P0 = &&-6.7'- k = &.&-7 %on -.!. Cek 9%0>ii%0s 9%0>ii%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 p00 s+ s+m>+ K. K....... ......... ........ ....... *( = F($ ( 8% = 1.'7 %m *omen omen )0n )0n >eke >eker4 r400 p00 p00 s+m>+ +m>+ .... .......................................... *) = F)$ ( 8% = 1.1' %m A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%..................K . m0ks = A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%.................. . m0ks = +m0 %i0n........................................................... p = n( = B0n)0k B0n)0k %i0n p00 s+m>+ (............. (.................... ............... .......... n( = n) = B0n)0k B0n)0k %i0n p00 s+m>+ )....... ).............. .............. ............... ........ n) =
' .# ' m ' .# ' m # ! !
MK = +m0 k+0r0% 0>sis %i0n...........................MK .MK = =
Km0ks ( 1 ." - m
n(
M = +m0 k+0r0% 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 pie =
Km0ks JK'.#' 1 ." &.&! %o %on
Ok
-.&. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n T0rik T0rik F% = 1&.51 %on B > = 8p1 = D =
Ber0% enis Be%on P0n40n Pie Eek%i Di0me%er Pie Pp$)! "r$k
2T( 4 Cp 4 E/ 3
K&
-.& %2m3 1 5 ." ' m ' .& ' m - Wp
im0n0 : P pie %0rik = 0)0 +k+n i4in %0rik pie %+n0 Ni0i %o%0 ri$%ion p00 ke00m0n %i0n............... T ,ei ,eii in n sei seim+ 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- k2$m = '.16- %on2$m = 1-5. 1-5.66 $m = 5 = 1&.1 1&.177 %on ' = ;s ( = 1.1& ( '.'' = ' .' ' % o n @ pie = 12& D ( 8p ( B4.Be%on @p = >er0% 1 pie ;>e%on ;>e%on pie ( B4.>e%on B4.>e%on B4.Be%on = &.7"! %on +m0 m0 pie... ......... ........ ......... ........ ......... ......... ........ ......... ......... ........ .....p .p = # Eisiensi ro+p Pie E = '.!!! T
=
Cp F,'.16- ( 1-5.6 5 6.1&" %on
Pm0ks
= =
P pie %0rik ( p 6!.!65 %on
Pm0ks
=
P pie %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 pon0si ?' = C(1 ( C)1 = -.&' ( -.&' = 5 .7 6 m ,eiin pen0mp0n kri%is 0ri 0%0s pon0si @o = - C(1 ? - C) 1 = - ( -.&' ? = " .6 ' m # = 1 .' ' Ni0i kons%0n%0 -' ,oom 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 %00n >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-
&''
Ni0i %erke$i 0n%0r0 ;$1 ;$- < ;$! ........... ;$ = *in ;$1 : ;$- : ;$! = !"1.#1 %on W = '.75 9)0r0% ;+ X W.;$ '.' -"!." A+"% *. P!r>$u%/"% Tu)"%/"%
!.1. Peri%+n0n T+0n0n T+0n0n Ti0n Ti0n *omen p0 p00 %i0 %i0nn...... ........ ......... ........ ......... ......... ........ ......... .... *+ Be> Be>0n *0k *0ksi sim+ m+m m %i0n %i0n.................................................................................... P+ Di0. i0. Pie. ie................................................................................................................................... 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 pee pees% s%0 0................................................................................................................ 8! 9eim+% >e%on...................................................... p W %+0n0n W senk0n Le>0 Le>0rr koo koom m eek eek%i %i. ....................................................................................... / > 1
= 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 n0n 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 %+0n0n >00n$e 0n r0sio %+0n0n m0ksim+m ' .# 5 ( 1 ( $/ Y> = ( ) 6'' = '.'! Ym0ks
6'' ?
)
= '75 . Y> = '.'-1
Ymin
= 1& 2 ) = '.''& >. menen%+k0n +0s %+0n0n *+ = k ( , = *+ 2 = '.'''" , Y
= = =
'." ( , 2 '.'''''!
(
>
> Y '."
As
= 12& ( Z = -'1.1& mm
(
( ( Ymin
*0k0 i 0m>i Ymin = '.''&& Asmin = Ymin ( > ( = 1&"6.! mm (
) )
=
'.''&&
/
+m0 %+0n0n ) i +n0k0n....................... N N As/ = As . N = 16'".1 mm Asmin Ok *0k0 *0k0 %+0n %+0n0 0nn )0n )0n i +n0 +n0k0 k0nn %+0n %+0n0 0nn = # $. ,on%ro %er00p %+0n0n eser Tin inii pie pie...................................................................................................... 8p1 +m0 pie.................................................... 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( &enkan
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 %+0n0n 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",
*+%+ >e%on *+%+ >040 Di0me%er %+0n0n p0 9eim+% >e%on P0n40n 2 e>0r pon0si P0n40n 2 e>0r eek%i pon0si
= 1#.675 *p *p0 = !-' *p0 = 16 mm '@ = 75 mm ?4?; = -&'' mm ?4 = L( -.s> -.s> 1212-D D (# (; Dp",
= Te>0 p0 Te>0 eek%i p0
-&''
- . 75
16 -
= --&- mm H* = &'' mm H* = 8! s> 12-D = 7 Mu 1 M%p!r)u + R%
= = = = = = = = = = = = = =
F@
= =
F+$% *0k0 r0sio )0n ip0k0i F L+0s %+0n0n A'
Page (( of 94
75
16 -
!17 mm 8!.B 8!.B> > ? 88- .B .Bss - %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
FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE
L+0s %+0n0n
D 16 16 A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm
As+msi 0r0k %+0n0n L+0s %+0n0n %erp0k0i ,on%ro
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 9eim+% >e%on Le>0r koom eek%i
Tini koom eek%i
Pu) C4 C; BJ.@!o% (# (; p u) C4 C;
= 8m0ks 8m0ksCT 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 n0n 0n = -''' - 75 '.5 ( 16 = 1#&-
8& = "'' mm H = 8& p 1212- W%+ W%+0n 0n0 0nn = "'' 75 '.5 ( 16 = #17 mm
&.-.-. Peri%+n0n T+0n0n Cimne) = '.#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+
%$,0ren0 Ymin *0k0 i+n0k0n Ymin A'
L+0s %+0n0n
= = = = =
'#5 '#5 . 1 . $ $ . 6'' 6'' ). 6'' ? ) '.'-7 '75 ( Y> '.75 ( '.'-7 '.'-1
= Q$/ Q$/ 2 & ) ) = '.''!& Y per+ \ Ym0ks '.''!& = Y .>/.$/ = '.''!& ( 1#&= 11&55 mm mm [
(
1#&-
=
6'
D 16 16 A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm mm
+m0 %+0n0n.. = = 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
&.-.!. ,on%ro %er00p %+0n0n eser ,on%ro %er00p %+0n0n eser 'k/
9eim+% >e%on p Le>0r $imne) $imne) C4 Le>0r koom eek%i C4
Vu +"4
*+%+ B040 (; *+%+ >e%on ,--5 (#
Page (= of 94
= = = = = = = = = =
# mm 75 mm 1'7' mm C( -p 1212- W%+ W%+0 0n n0n 0n 1'7' -. 75 '.5 ( "15.77 mm mm Fm0ks F($ 0n F)$ #&".5& k k !-' *p0 1#.675 *p *p0
#
FOUNDATION FOUNDATION CALCULATION C11 C-1 C-- C -- C-! C- ! BORE PILE
0)0 eser )0n i%00n oe >e%on.. V# 0!#5c (
0!#5c (
= =
60]"
= = A9 = = ' = V' = = = &enkan 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
PEKERJAAN PEMBANGUNAN GARDU INDUK 150kV MARABAHAN DAN INCOMER CONTRACTOR : PT WISMA SARANA TEKNIK
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$")
*+%+ Be%on ,--5 Ber0% enis Be%on B040 T+0n0n T+0n0n U !U -& Ber0% enis T0n0
$/ B > ) ) / Bs
= = = = =
1#.675 *p0 -.& %on2m3 !-'' k2$m -&'' k2$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
;o+me < Ber0% Pon0si -.1. Peri%+n0n ;o+me ;o+me Pees%0 ;p = L(
(
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 ,oom
;k- = = =
C( ( - .' ' ( - .6 ' m 3
C) - .' '
( (
8' .6 5
;o+me To%0 Pon0si
;% = = =
;p ? ! .6 ' ? 7 .- ' m 3
;k1 1 .' '
? ?
;k- .6 '
Ber0% Pon0si
@$ = = =
;% ( ! .' ' ( 7.-' %on
B > -.&'
;o+me T0n0
;s = = =
L( ( ! .' ' ( ! .- 5 m 3
L) ! .' '
( (
8' .6 5
Ber0% T0n0
@s = = =
;s ( ! .- 5 ( 5.-' %on
Bs 1.6'
;k-.6'
-.-. 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n >er0s0rk0n 0%0 sonir (Digunakan rumus Gegemen) 7# 4 Ap
P"
K1
-
T( 4 Cp K&
im0n0 : P0 = 0)0 +k+n i4in %ek0n pie pi e %+n0 G$ = Ni0i kon+s +4+n %i0n. T = ni0i %o%0 ri$%ion .. .. Ap = +0s pen0mp0n %i0n 12& D -...... Cp = keiin seim+% %i0n -r F,1 0n F,- = 0k%or ke0m0n0n >er%+r+%%+r+% ! 0n 5 F,1 F,P0
= = =
T ( Ap ? F,1 "&.'' ( 1-56 67'.'' ? ! 561#5.'67 k = 56.1#51 %on G$
= = = = = =
"& k2$m67' k2$m 1-56 $m1-5.6 $m ! 5
( Cp F,( 1-5.6 5
eisiensi ro+p : E/
1
2% 13 4 + - 2+13 4 % +4%
im0n0 : H = 0r$%0n D291 D = i i0me%er pie 91 = 4 0r 0r0k 0n%0r pie m = 4+m0 %i0n 0r0 orison%0 =
4
60
= = = =
-".7& o '.&' m 1.6' m !
FOUNDATION CALCULATION C-BORE PILE n = 4+m0 %i0n 0r0 er%ik0 = = ! p = +m0 Pie = = &
FOUNDATION CALCULATION C-BORE PILE E =
1
=
1
=
n
1
!
1
m m ! !
? ( ? (
n !
m
1
n
!
1
!
' .5 6
P m0ks i4in pie
E ( = P0 = !1&-6.-7" k = !1.&-6 %on -.!. Cek 9%0>ii%0s 9%0>ii%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 p00 s+ s+m>+ K. K....... ......... ........ ....... *( = F($ ( 8% = 1.'5 %m *omen omen )0n )0n >eke >eker4 r400 p00 p00 s+m>+ +m>+ .... .......................................... *) = F)$ ( 8% = '.&6 %m A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%..................K . m0ks = A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%.................. . m0ks = +m0 %i0n........................................................... p = n( = B0n)0k B0n)0k %i0n p00 s+m>+ (............. (.................... ............... .......... n( = n) = B0n)0k B0n)0k %i0n p00 s+m>+ )....... ).............. .............. ............... ........ n) =
1 .6 ' m 1 .6 ' m & ! !
MK = +m0 k+0r0% 0>sis %i0n...........................MK .MK = =
Km0ks ( 7 .6 # m
n(
M = +m0 k+0r0% 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 pie =
! 1 .& ! % o n
H "' -".7& ( "' (
FOUNDATION CALCULATION C-BORE PILE Ok
-.&. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n T0rik T0rik F% = 5.-- %on B > = 8p1 = D =
Ber0% enis Be%on P0n40n Pie Eek%i Di0me%er Pie Pp$)! "r$k
2T( 4 Cp 4 E/ 3
K&
-.& %2m3 5."' m ' .& ' m - Wp
im0n0 : P pie %0rik = 0)0 +k+n i4in %0rik pie %+n0 Ni0i %o%0 ri$%ion p00 ke00m0n %i0n............... T ,ei ,eii in n sei seim+ 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' k2$m = '.67 %on2$m = 1-5. 1-5.66 $m = 5 = 7.-' 7.-' %on %on ' = ;s ( = !.-5 ( '.'' = ' .' ' % o n @ pie = 12& D ( 8p ( B4.Be%on @p = >er0% 1 pie ;>e%on ;>e%on pie ( B4.>e%on B4.>e%on B4.Be%on = 1.77# %on +m0 m0 pie... ......... ........ ......... ........ ......... ......... ........ ......... ......... ........ .....p .p = & Eisiensi ro+p Pie E = '.55" T
=
Cp F,'.67' ( 1-5.6 5 11.1"- %on
Pm0ks
= =
P pie %0rik ( p 51."6" %on
Pm0ks
=
51."6" %on "."6
P pie %0rik
= =
(
(
E
(
'.55"
?
= Ok
Ko%ro) G!'!r 1 Ar">
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 pon0si ?' = C(1 ( C)1 = -.&' ( -.&' = 5 .7 6 m ,eiin pen0mp0n kri%is 0ri 0%0s pon0si @o = - C(1 ? - C) 1 = - ( -.&' ? = " .6 ' m 1 .' ' # = ' = Ni0i kons%0n%0 -' ,oom s++% Pm0ks ? Pmin ;+ = F0 Ls = " .' ' 5 .7 6 ( = 17.- ,N 0)0 eser )0n i %00n >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
Ni0i %erke$i 0n%0r0 ;$1 ;$- < ;$! ........... ;$ = *in ;$1 : ;$- : ;$! = !"1.#1 %on W = '.75 9)0r0% ;+ X W.;$ 17.- -"!." A+"% *. P!r>$u%/"% Tu)"%/"%
!.1. Peri%+n0n T+0n0n T+0n0n Ti0n Ti0n *omen p0 p00 %i0 %i0nn...... ........ ......... ........ ......... ......... ........ ......... .... *+ Be> Be>0n *0k *0ksi sim+ m+m m %i0n %i0n.................................................................................... P+ Di0. i0. Pie. ie................................................................................................................................... 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 pee pees% s%0 0................................................................................................................ 8! 9eim+% >e%on...................................................... p W %+0n0n W senk0n Le>0 Le>0rr koo koom m eek eek%i %i. ....................................................................................... / > 1
= '.&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 n0n 0n = !&- m m = 1''' mm = ' .# 5
0. menen%+k0n r0sio %+0n0n >00n$e 0n r0sio %+0n0n m0ksim+m ' .# 5 ( 1 ( $/ Y> = ( ) = '.'! Ym0ks
= '75 . Y> = '.'-1
Ymin
= 1& 2 ) = '.''& >. menen%+k0n +0s %+0n0n *+ = 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
(
/
N +m0 %+0n0n ) i +n0k0n....................... N As/ = As . N = 16'".1 mm Asmin Ok *0k0 *0k0 %+0n %+0n0 0nn )0n )0n i +n0 +n0k0 k0nn %+0n %+0n0 0nn = # $. ,on%ro %er00p %+0n0n eser Tin ini pie. e....... ........ ......... ........ ......... ......... ........ ......... ........ 8p1 +m0 pie.................................................... p F($ F)$ 8m0ks 0)0 eser ;+ =
=
#
= 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( &enkan
X8 - 250 ((
T$,"k p!r)u u)"%/"% /!'!r
*0k0 i+n0k0n %+0n0n pr0k%is \# -5' . P!r>$u%/"% Tu)"%/"% Tu)"%/"% Po%,"'$ .1. P!r>$u%/"% Tu)"%/"% Tu)"%/"% P",
*+%+ >e%on *+%+ >040 Di0me%er %+0n0n p0 9eim+% >e%on P0n40n 2 e>0r pon0si P0n40n 2 e>0r eek%i pon0si
= 1#.675 *p *p0 = !-' *p0 = 16 mm '@ = 75 mm ?4?; = !''' mm ?4 = L( -.s> -.s> 1212-D D (# (; Dp",
= Te>0 p0 Te>0 eek%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 .Bss = - %2m Mu = 12- .e .Ve .Ve ? -2! -2! Vm0k Vm0kss Ve Ve G .L( = '.'-7 %m 1 = '.#5 7
FOUNDATION CALCULATION C-BORE PILE
= '.#' 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'
F+$% *0k0 r0sio )0n ip0k0i F L+0s %+0n0n A'
L+0s %+0n0n
'#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
As+msi 0r0k %+0n0n L+0s %+0n0n %erp0k0i ,on%ro
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
Le>0r $imne) Ber0% enis >e%on *+%+ >e%on ,--5 *+%+ >040 9eim+% >e%on
Pu) C4 C; BJ.@!o% (# (; p
= 8m0ks 8m0ksCT CTss 0n 0n CLs CLs . 8% = '.#1 ( 1.!' = 1.'5 Tm = = -1.!' To Ton = -''' mm = = 1#.675 *p *p0 = !-' *p0 = 75 mm
!17
FOUNDATION CALCULATION C-BORE PILE
= 16 mm C4 C; = C( -p 1212- W%+ W%+0 0n n0n 0n = -''' - 75 '.5 ( 16 = 1#&u)
Le>0r koom eek%i
Tini koom eek%i
8& = "'' mm H = 8& p 1212- W%+ W%+0n 0n0 0nn = "'' 75 '.5 ( 16 = #17 mm
&.-.-. Peri%+n0n T+0n0n Cimne) = '.#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+
%$,0ren0 Ymin *0k0 i+n0k0n Ymin A'
L+0s %+0n0n
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
+m0 %+0n0n..
= As% ( Aso
(
1#&-
FOUNDATION CALCULATION C-BORE PILE
= 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 %er00p %+0n0n eser ,on%ro %er00p %+0n0n eser 'k/
9eim+% >e%on p Le>0r $imne) $imne) C4 Le>0r koom eek%i C4
Vu +"4
*+%+ B040 (; *+%+ >e%on ,--5 (# 0)0 eser )0n i%00n oe >e%on.. V# 0!#5c (
0!#5c (
60]"
= = = = = = = = = = = =
= = A9 = = ' = V' = = =
# mm 75 mm 1'5! mm C( -p 1212- W%+ W%+0 0n n0n 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'
&enkan
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$")
*+%+ Be%on ,--5 Ber0% enis Be%on B040 T+0n0n T+0n0n U !U -& Ber0% enis T0n0
$/ B > ) ) / Bs
= = = = =
1#.675 *p0 -.& %on2m3 !-'' k2$m -&'' k2$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
;o+me < Ber0% Pon0si -.1. Peri%+n0n ;o+me ;o+me Pees%0 ;p = L(
(
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 ,oom
;k- = = =
C( ( - .' ' ( - .6 ' m 3
C) - .' '
( (
8' .6 5
;o+me To%0 Pon0si
;% = = =
;p ? ! .6 ' ? 7 .- ' m 3
;k1 1 .' '
? ?
;k- .6 '
Ber0% Pon0si
@$ = = =
;% ( ! .' ' ( 7.-' %on
B > -.&'
;o+me T0n0
;s = = =
L( ( ! .' ' ( ! .- 5 m 3
L) ! .' '
( (
8' .6 5
Ber0% T0n0
@s = = =
;s ( ! .- 5 ( 5.-' %on
Bs 1.6'
;k-.6'
-.-. 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n >er0s0rk0n 0%0 sonir (Digunakan rumus Gegemen) 7# 4 Ap
P"
K1
-
T( 4 Cp K&
im0n0 : P0 = 0)0 +k+n i4in %ek0n pie pi e %+n0 G$ = Ni0i kon+s +4+n %i0n. T = ni0i %o%0 ri$%ion .. .. Ap = +0s pen0mp0n %i0n 12& D -...... Cp = keiin seim+% %i0n -r F,1 0n F,- = 0k%or ke0m0n0n >er%+r+%%+r+% ! 0n 5 F,1 F,P0
= = =
T ( Ap ? F,1 "&.'' ( 1-56 67'.'' ? ! 561#5.'67 k = 56.1#51 %on G$
= = = = = =
"& k2$m67' k2$m 1-56 $m1-5.6 $m ! 5
( Cp F,( 1-5.6 5
eisiensi ro+p : E/
1
2% 13 4 + - 2+13 4 % +4%
im0n0 : H = 0r$%0n D291 D = i i0me%er pie 91 = 4 0r 0r0k 0n%0r pie m = 4+m0 %i0n 0r0 orison%0 =
4
60
= = = =
-".7& o '.&' m 1.6' m !
FOUNDATION CALCULATION C-! BORE PILE n = 4+m0 %i0n 0r0 er%ik0 = = ! p = +m0 Pie = = &
FOUNDATION CALCULATION C-! BORE PILE E =
1
=
1
=
n
1
!
1
m m ! !
? ( ? (
n !
m
1
n
!
1
!
' .5 6
P m0ks i4in pie
E ( = P0 = !1&-6.-7" k = !1.&-6 %on -.!. Cek 9%0>ii%0s 9%0>ii%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 p00 s+ s+m>+ K. K....... ......... ........ ....... *( = F($ ( 8% = 1.17 %m *omen omen )0n )0n >eke >eker4 r400 p00 p00 s+m>+ +m>+ .... .......................................... *) = F)$ ( 8% = 1.'# %m A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%..................K . m0ks = A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%.................. . m0ks = +m0 %i0n........................................................... p = n( = B0n)0k B0n)0k %i0n p00 s+m>+ (............. (.................... ............... .......... n( = n) = B0n)0k B0n)0k %i0n p00 s+m>+ )....... ).............. .............. ............... ........ n) =
1 .6 ' m 1 .6 ' m & ! !
MK = +m0 k+0r0% 0>sis %i0n...........................MK .MK = =
Km0ks ( 7 .6 # m
n(
M = +m0 k+0r0% 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 pie =
! 1 .& ! % o n
H "' -".7& ( "' (
FOUNDATION CALCULATION C-! BORE PILE Ok
-.&. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n T0rik T0rik F% = 5.&1 %on B > = 8p1 = D =
Ber0% enis Be%on P0n40n Pie Eek%i Di0me%er Pie Pp$)! "r$k
2T( 4 Cp 4 E/ 3
K&
-.& %2m3 5."' m ' .& ' m - Wp
im0n0 : P pie %0rik = 0)0 +k+n i4in %0rik pie %+n0 Ni0i %o%0 ri$%ion p00 ke00m0n %i0n............... T ,ei ,eii in n sei seim+ 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' k2$m = '.67 %on2$m = 1-5. 1-5.66 $m = 5 = 7.-' 7.-' %on %on ' = ;s ( = !.-5 ( '.'' = ' .' ' % o n @ pie = 12& D ( 8p ( B4.Be%on @p = >er0% 1 pie ;>e%on ;>e%on pie ( B4.>e%on B4.>e%on B4.Be%on = 1.77# %on +m0 m0 pie... ......... ........ ......... ........ ......... ......... ........ ......... ......... ........ .....p .p = & Eisiensi ro+p Pie E = '.55" T
=
Cp F,'.67' ( 1-5.6 5 11.1"- %on
Pm0ks
= =
P pie %0rik ( p 51."6" %on
Pm0ks
=
51."6" %on ".61
P pie %0rik
= =
(
(
E
(
'.55"
?
= Ok
Ko%ro) G!'!r 1 Ar">
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 pon0si ?' = C(1 ( C)1 = -.&' ( -.&' = 5 .7 6 m ,eiin pen0mp0n kri%is 0ri 0%0s pon0si @o = - C(1 ? - C) 1 = - ( -.&' ? = " .6 ' m 1 .' ' # = ' = Ni0i kons%0n%0 -' ,oom s++% Pm0ks ? Pmin ;+ = F0 Ls = " .' ' 5 .7 6 ( = 15.7 ,N 0)0 eser )0n i %00n >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
Ni0i %erke$i 0n%0r0 ;$1 ;$- < ;$! ........... ;$ = *in ;$1 : ;$- : ;$! = !"1.#1 %on W = '.75 9)0r0% ;+ X W.;$ 15.7 -"!." A+"% *. P!r>$u%/"% Tu)"%/"%
!.1. Peri%+n0n T+0n0n T+0n0n Ti0n Ti0n *omen p0 p00 %i0 %i0nn...... ........ ......... ........ ......... ......... ........ ......... .... *+ Be> Be>0n *0k *0ksi sim+ m+m m %i0n %i0n.................................................................................... P+ Di0. i0. Pie. ie................................................................................................................................... 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 pee pees% s%0 0................................................................................................................ 8! 9eim+% >e%on...................................................... p W %+0n0n W senk0n Le>0 Le>0rr koo koom m eek eek%i %i. ....................................................................................... / > 1
= 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 n0n 0n = !&- m m = 1''' mm = ' .# 5
0. menen%+k0n r0sio %+0n0n >00n$e 0n r0sio %+0n0n m0ksim+m ' .# 5 ( 1 ( $/ Y> = ( ) = '.'! Ym0ks
= '75 . Y> = '.'-1
Ymin
= 1& 2 ) = '.''& >. menen%+k0n +0s %+0n0n *+ = 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
(
/
N +m0 %+0n0n ) i +n0k0n....................... N As/ = As . N = 16'".1 mm Asmin Ok *0k0 *0k0 %+0n %+0n0 0nn )0n )0n i +n0 +n0k0 k0nn %+0n %+0n0 0nn = # $. ,on%ro %er00p %+0n0n eser Tin ini pie. e....... ........ ......... ........ ......... ......... ........ ......... ........ 8p1 +m0 pie.................................................... p F($ F)$ 8m0ks 0)0 eser ;+ =
=
#
= 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( &enkan
X8 - 250 ((
T$,"k p!r)u u)"%/"% /!'!r
*0k0 i+n0k0n %+0n0n pr0k%is \# -5' . P!r>$u%/"% Tu)"%/"% Tu)"%/"% Po%,"'$ .1. P!r>$u%/"% Tu)"%/"% Tu)"%/"% P",
*+%+ >e%on *+%+ >040 Di0me%er %+0n0n p0 9eim+% >e%on P0n40n 2 e>0r pon0si P0n40n 2 e>0r eek%i pon0si
= 1#.675 *p *p0 = !-' *p0 = 16 mm '@ = 75 mm ?4?; = !''' mm ?4 = L( -.s> -.s> 1212-D D (# (; Dp",
= Te>0 p0 Te>0 eek%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 .Bss = - %2m Mu = 12- .e .Ve .Ve ? -2! -2! Vm0k Vm0kss Ve Ve G .L( = '.'-! %m 1 = '.#5 7
FOUNDATION CALCULATION C-! BORE PILE
= '.#' 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'
F+$% *0k0 r0sio )0n ip0k0i F L+0s %+0n0n A'
L+0s %+0n0n
'#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
As+msi 0r0k %+0n0n L+0s %+0n0n %erp0k0i ,on%ro
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
Le>0r $imne) Ber0% enis >e%on *+%+ >e%on ,--5 *+%+ >040 9eim+% >e%on
Pu) C4 C; BJ.@!o% (# (; p
= 8m0ks 8m0ksCT CTss 0n 0n CLs CLs . 8% = '."' ( 1.!' = 1.17 Tm = = 1".!! To Ton = -''' mm = = 1#.675 *p *p0 = !-' *p0 = 75 mm
!17
FOUNDATION CALCULATION C-! BORE PILE
= 16 mm C4 C; = C( -p 1212- W%+ W%+0 0n n0n 0n = -''' - 75 '.5 ( 16 = 1#&u)
Le>0r koom eek%i
Tini koom eek%i
8& = "'' mm H = 8& p 1212- W%+ W%+0n 0n0 0nn = "'' 75 '.5 ( 16 = #17 mm
&.-.-. Peri%+n0n T+0n0n Cimne) = '.#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+
%$,0ren0 Ymin *0k0 i+n0k0n Ymin A'
L+0s %+0n0n
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
+m0 %+0n0n..
= As% ( Aso
(
1#&-
FOUNDATION CALCULATION C-! BORE PILE
= 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 %er00p %+0n0n eser ,on%ro %er00p %+0n0n eser 'k/
9eim+% >e%on p Le>0r $imne) $imne) C4 Le>0r koom eek%i C4
Vu +"4
*+%+ B040 (; *+%+ >e%on ,--5 (# 0)0 eser )0n i%00n oe >e%on.. V# 0!#5c (
0!#5c (
60]"
= = = = = = = = = = = =
= = A9 = = ' = V' = = =
# mm 75 mm 1165 mm C( -p 1212- W%+ W%+0 0n n0n 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'
&enkan
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$")
*+%+ Be%on ,--5 Ber0% enis Be%on B040 T+0n0n T+0n0n U !U -& Ber0% enis T0n0
$/ B > ) ) / Bs Bs/
= = = = = =
1#.675 *p0 -.& %on2m3 !-'' k2$m -&'' k2$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. Peri%+n0n ;o+me ;o+me < Ber0% Pon0si ;o+me Pees%0 ;p = L( ( = 5 .5 ' ( = !'.#' m3
L) ! .5 '
( (
8 1 .6 '
FOUNDATION CALCULATION TRAFO BORE PILE B > @p = ;p ( = !'.#' ( -.&' = 7!."- %on
Ber0% Pon0si ^ ;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 Pie
;pie = 12& . .D- .8p .p = 1 - .1 m 3
Ber0% Pon0si
@pie = = =
Ber0% To%0 Pon0si
;p ( 1-.'6 ( -#."& %on
B > -.&'
@% = @p ? @o ? @pie = 1-5.&- %o %on
-.-. 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n >er0s0rk0n 0%0 sonir (Digunakan rumus Gegemen) 7# 4 Ap
P"
K1
-
T( 4 Cp K&
im0n0 : P0 = 0)0 +k+n i4in %ek0n pie pi e %+n0 G$ = Ni0i kon+s +4+n %i0n. T = ni0i %o%0 ri$%ion .. .. Ap = +0s pen0mp0n %i0n 12& D -...... Cp = keiin seim+% %i0n -r F,1 0n F,- = 0k%or ke0m0n0n >er%+r+%%+r+% ! 0n 5 F,1 F,P0
= = =
T ( Ap ? F,1 "&.'' ( 1-56 67'.'' ? ! 561#5.'67 k = 56.1#51 %on G$
= = = = = =
"& k2$m67' k2$m 1-56 $m1-5.6 $m ! 5
( Cp F,( 1-5.6 5
eisiensi ro+p : E/
1
2% 13 4 + - 2+13 4 % +4%
im0n0 : H = 0r$%0n D291 D = i i0me%er pie 91 = 4 0r 0r0k 0n%0r pie m = 4+m0 %i0n 0r0 orison%0 = n = 4+m0 %i0n 0r0 er%ik0 =
4
60
= = = = =
--.#! o '.&' m 1.6' m 6 !
p = +m0 Pie =
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 pie
E ( = P0 = !'!.-! k = !&.#' %on -.!. Cek 9%0>ii%0s 9%0>ii%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 p00 s+ s+m>+ K. K....... ......... ........ ....... *( = F($ ( 8% = 7.-# %m *omen omen )0n )0n >eke >eker4 r400 p00 p00 s+m>+ +m>+ .... .......................................... *) = F)$ ( 8% = 7.-# %m A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%..................K . m0ks = A>sis %er40+ %i%i0n %e %er00p %i%i%ik >er0%.................. . m0ks = +m0 %i0n........................................................... p = n( = B0n)0k B0n)0k %i0n p00 s+m>+ (............. (.................... ............... .......... n( = n) = B0n)0k B0n)0k %i0n p00 s+m>+ )....... ).............. .............. ............... ........ n) =
' .# ' m - .& ' m 16 !
MK = +m0 k+0r0% 0>sis %i0n...........................MK .MK = =
Km0ks ( ! .# & m
n(
M = +m0 k+0r0% 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 pie =
! & .# ' % o n
H "' --.#! ( "' (
FOUNDATION CALCULATION TRAFO BORE PILE Ok
FOUNDATION CALCULATION TRAFO BORE PILE -.&. Cek 9%0>ii%0s 9%0>ii%0s Ti0n Ti0n T0rik T0rik F% = '.'' %on B > = 8p1 = D =
Ber0% enis Be%on P0n40n Pie Eek%i Di0me%er Pie Pp$)! "r$k
2T( 4 Cp 4 E/ 3
K&
-.& %2m3 6.#' m ' .& ' m - Wp
im0n0 : P pie %0rik = 0)0 +k+n i4in %0rik pie %+n0 Ni0i %o%0 ri$%ion p00 ke00m0n %i0n............... T ,ei ,eii in n sei seim+ m+%% %i0n %i0n .................................................................................. Cp F0k%o 0k%orr ke0m ke0m0n 0n0n 0n........................................................................................................FF,Ber0 Ber0%% Be%o Be%on. n............ .............. .......... .......... .......... .............. .......... .......... .............. .......... .....@$ ..@$ @ pie @p = >er0% 1 pie ;>e%on ;>e%on pie ( B4.>e%on B4.>e%on
= 67' k2$m = '.67 %on2$m = 1-5. 1-5.66 $m = 5 = 7!." 7!."-- %on = 12& D ( 8p ( B4.Be%on B4.Be%on = -.'5' %on +m +m0 0 pie pie.........................................................................................................................p .p = 1Eisiensi ro+p Pie E = '.61" P pie %0rik
= =
T
(
'.67'
(
Cp F,1-5.6 5
(
E
(
'.61"
=
1-.&75 %o %on
Pm0ks
= =
P pie %0rik ( p --!.6-- %on
Pm0ks
=
--!.6- %o %on
=
?
? @p ?
-.'5'
@p
F%
=
'.'' %on
*. P!r>$u%/"% Tu)"%/"%
!.1. Peri%+n0n T+0n0n T+0n0n Ti0n Ti0n *omen p0 p00 %i0 %i0nn...... ........ ......... ........ ......... ......... ........ ......... .... *+ Be>0 Be>0nn *0ks *0ksim im+m +m %i0n %i0n. ................................................................................... P+ Di0. i0. Pie. ie................................................................................................................................... D P0n4 P0n40n 0n Ti0n. i0n.... .......... .......... .......... .............. .......... .......... .............. .......... .......... ......... 8p1 8p1 Ber0% e enis >e%on %on..... ......... ........ ......... ......... ........ ......... ......... ........ ... B > *+%+ *+ %+ >e%o >e%onn ,--5 ,--5...................................................................................................... $/ $/ *+%+ +%+ >04 >0400 U! U!-... -............................................................................................................. ) *+%+ >040 U-&..... ......... ......... ........ ......... ......... ........ ......... ........ ..... )/ Te>0 e>0 pees pees%0 %0. ............................................................................................................... 8! 9eim+% >e%on...................................................... p W %+0n0n W senk0n Le>0 Le>0rr koo koom m eek eek%i %i. ....................................................................................... / > 1
= 7.-# %m = 1".7 1".711 %2m3 %2m3 = &'' &'' mm = 6.#' 6.#''' mm = -.&'' %2m %2m3 = 1#.6 1#.675 75 *p *p00 = !-' !-' *p *p00 = -&' *p0 = !'' !'' mm = 75 m m = 16 m m = # mm = D p 1212- W%+ W%+0 0n n0n 0n = !17 m m = 1''' mm = ' .# 5
FOUNDATION CALCULATION TRAFO BORE PILE 0. menen%+k0n r0sio %+0n0n >00n$e 0n r0sio %+0n0n m0ksim+m ' .# 5 ( 1 ( $/ Y> = ( ) = '.'! Ym0ks
6''
6'' ?
)
= '75 . Y> = '.'-1
Ymin
= 1& 2 ) = '.''& >. menen%+k0n +0s %+0n0n *+ = k ( , = *+ 2 = '.''7, Y
= = =
'." ( , 2 '.''''-5
(
>
> Y '."
As
= 12& ( Z = -'1.1& mm
(
( ( Ymin
*0k0 i 0m>i Ymin = '.''&& Asmin = Ymin ( > ( = 1!#6." mm (
) )
=
'.''&&
/
+m0 %+0n0n ) i +n0k0n....................... N N As/ = As . N = 16'".1 mm Asmin Ok *0k0 *0k0 %+0n %+0n0 0nn )0n )0n i +n0 +n0k0 k0nn %+0n %+0n0 0nn = # $. ,on%ro %er00p %+0n0n eser Tin ini pie. e....... ........ ......... ........ ......... ......... ........ ......... ........ 8p1 +m0 pie. e........ ......... ........ ......... ........ ......... ......... ........ ........ p F($ 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$,"k p!r)u u)"%/"% /!'!r
*0k0 i+n0k0n %+0n0n pr0k%is \# -5'
8 " PJ>D *0 c( &enkan
X8 - 250 ((
FOUNDATION CALCULATION TRAFO BORE PILE . P!r>$u%/"% Tu)"%/"% Tu)"%/"% Po%,"'$ .1. P!r>$u%/"% Tu)"%/"% Tu)"%/"% P",
&.1.1. Pen+0n0n Ar0 9+m>+ K *+%+ >e%on *+%+ >040 Di0me%er %+0n0n p0 9eim+% >e%on P0n40n 2 e>0r pon0si P0n40n 2 e>0r eek%i pon0si
$ ) 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 eek%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 n0n 0n As = Y ( B ( 01 = '.''- ( 5!&- ( !17 = !!#6.# mm mm L+0s %+0n0n
D 16 16 Aso = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm
As+msi 0r0k %+0n0n s = 15' mm Aso . B/ L+0s %+0n0n %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 pon0si P0n40n 2 e>0r eek%i pon0si
?; ?;
= !5'' mm = L) -.s> -.s> 1212-D D =
Te>0 p0 Te>0 eek%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 %+0n0n A' = = = F+
%$L+0s %+0n0n
'.'' '.''-' -' 9NI 9NI '! '!-# -#&7 &7-'' ''-- P0s P0s0 0 16.! 16.!.! .!.1 .1 '.''-' Y ( C ( 01 '.''- ( !!&- ( !17 -11#.# mm mm
D 16 16 A'o = 12& Z D 1 -= ( ( 16 & 7 = -'1.1& mm
As+msi 0r0k %+0n0n ' L+0s %+0n0n %erp0k0i
15' mm Aso . C/ A' = = &.5 mm s
,on%ro
=
A'
A' A+"% M"k" D$p"k"$ u)"%/" D 1 1
150
mm