Pile Rawabuaya

8/18/2019 Pile Rawabuaya

1/200

PERENCANAAN PONDASI UNTUK KELOMPOK TIANG PENDUKUNG

Proyek : Terminal Bis Rawa Baya Halaman - 01

Lokasi : Cen!karen!

S"yek : Pon#asi $ian! %a#a Ban!nan & #ila$asi A

A' DATA MASUKAN

A.1. Properti dan Pengaturan Tiang

Material tiang (1 = beton, 2 = baja) = 1

Mutu beton K- = 00 Kg!"m2

Penampang tiang (1=ling#, 2=$egiempat, %=$egitiga) = 2

Panjang tiang tertanam = 2 m

&e'orma$i lateral ijin #ondi$i normal = 0.02 m

ebar penampang tiang = 0. m

&a*a du#ung +ert#al tari# tiang *ang diijin#an = -20.00 ton

erat jeni$ tana rata-rata = 1.1 ton!m%

No' La"el Tm%an ( )

Ti%e Pen!a$ran Pile ( *

B' DATA KELUARAN

B'&' Pem"e"anan yan! Beker+a %a#a Pile Ca%

eban Per$en

( - ) (ton) (ton) (ton) (tonm) (tonm) (tonm) /jin

Tetap 1. 20. 1% 0 0 0 1003

4em. 5 %0.0 -0.0 11 0 0 0 103

4em. 6 .1 -.2 1%2 0 0 0 103

7 8mumn*a 'a#tor #eamanan untu# #ondi$i gempa diambil $ebe$ar #ondi$i normal ! 1.

B',' Ti%e Pen!a$ran Pile

&a*a du#ung +ert#al te#an tiang *ang diijin#an = 20 ton (berda$ar#an re#omenda$i)

9umla total tiang = tiang

&i$tribu$i 4i$i a:a Tenga 4i$i Ata$

Tiang (%) (2) (1) (0) (1) (2) (%)

0 0 % 0 % 0 0

0.00 0.00 1.20 0.00 1.20 0.00 0.00

&i$tribu$i 4i$i Kiri Tenga 4i$i Kanan

Tiang (%) (2) (1) (0) (1) (2) (%)

0 0 2 2 2 0 0

;< ;* ; M< M* M

ni<

>i*

ni*

4umbu ?5

4umbu ?6

( e b a r ,

Panjang,

4 ≥ %&4 ≥ &

4

≥ %

&

4

≥ &

6i

5i


2/200

0.00 0.00 2.0 0.00 2.0 0.00 0.00>i


3/200


Proyek : Terminal Bis Rawa Baya Halaman - 02

Lokasi : Cen!karen!

S"yek : Pon#asi %a#a Ban!nan &

B'-' E.isiensi Kelom%ok Tian! Den!an /ormla Con0erse1La"arre

m = 2.00 tiang

n = %.00 tiang

θ = 1.%η = 0.1

B'2' Pro%er$i $ian!

erat jeni$ material tiang = 2. ton!m%

Modulu$ ela$ti$ita$ tiang = %.0%@?0 ton!m2

Momen /ner$ia = 0.0%1%%% m

Ke#a#uan tiang ( @/ ) = 10%,% tonm2Panjang tiang = 2 m

B'3' Daya Dkn! Tere#ksi Aki"a$ E.isiensi Kelom%ok Tian!

erat $endiri tiang = %.0 ton

erat tana *ang dipinda#an = 2. ton

= 11. ton

= -202. ton

B')' Kon$rol Daya Dkn! Masin!1masin! Tian!

..1. Parameter peritungan

9ara# $umbu tiang terluar teradap $umbu "ap

- 5 = 1.20 m

- 6 = 2.0 m

Momen perla:anan #elompo# tiang

Momen 9umla tiang < 9ara# $umbu tiang teradap $umbu pile "ap Total

a:an (%) (2) (1) (0) (1) (2) (%) (m2)

0 0 .%2 0 .%2 0 0 .

0 0 11.2 0 11.2 0 0 2%.0

..2. Kontrol &a*a &u#ung

8raian a*a Pada Pile Bap Penge"e#an Ke#uatan &u#ung Tiangeban Kontrol

( - ) (ton) (tonm) (tonm) (ton) (ton) (ton) (ton)

Tetap CCC 0.00 0.00 22,2. 22,2. 11. -202. Do Do

4em. 5 CCC 0.00 0.00 2,1. 2,1. 22. -%0.%1 Do Do

4em. 6 CCC 0.00 0.00 2,. 2,. 22. -%0.%1 Do Do

B'4' Kon$rol Ter5a#a% De.ormasi La$eral

8raian a*a Pada Bap a*a &e'le#$i Kontrol

eban &e$ain Tiang ateral &e'le#$i

( - ) (ton) (ton) (ton) (ton) (m) ( - )

Tetap 1. 20. 10.0 2. 0.% Do

4em. 5 %0.0 -0.0 %. 122.1 1. Do

4em. 6 .1 -.2 %.%1 11%. 1.% Do

E

Fijin te#an #ondi$i normal

Fijin tari# #ondi$i normal

F1 = ( ; ! n ) ? ( M


4/200


5/200


Proyek : Terminal Bis Rawa Baya Halaman - 0%

Lokasi : Cen!karen!

S"yek : Pon#asi %a#a Ban!nan &

B'*' Resme Peren6anaan Tian! Pon#asi

Material tiang = eton

Penampang tiang = 4egi empat

ebar penampang tiang = 0. m

Panjang tiang tertanam = 2 m

erat $endiri tiang = %.0 ton

erat tana *ang dipinda#an = 2. ton

&a*a du#ung +ert#al te#an tiang *ang diijin#an = 20 ton

@'i$ien$i pile group = 0.0 $!d 1.00

Titi# A$ Tipe 9umla Titi# A$ Tipe 9umla Titi# A$ Tipe 9umla

Pile Bap Ponda$i Tiang Pile Bap Ponda$i Tiang Pile Bap Ponda$i Tiang

1 1 1 1 % % 1

1 1 1 12 % % 2

1 1 1 % % 2

1 1 %2 % % %%

% 1 1 % % % %

% 1 1 % % %

% 1 1 2 % %

% 1 1 % % % Total =

%0 1 1 % %

%2 1 1 % % Titi# A$ Tipe 9umla

%% 1 1 0 % % Pile Bap Ponda$i Tiang

% 1 1 1 % % 2 11

% 1 1 % % 1 11

% 1 1 % % 11

% 1 1 % % Total = 2

% 1 1 % %

% 1 1 100 % % Titi# A$ Tipe 9umla

%0 1 1 1 % % Pile Bap Ponda$i Tiang

%1 1 1 1% % % %1 1%

%2 1 1 Total = % 1%

%% 1 1 % 1%

% 1 1 Titi# A$ Tipe 9umla 0 1%

% 1 1 Pile Bap Ponda$i Tiang 1 1%

% 1 1 1%

11 1 1 10 1%

1 1 1 Total = 1%

11 1 1 1%

102 1 1 Titi# A$ Tipe 9umla 2 1%

Total = 2 Pile Bap Ponda$i Tiang % 1%

1% 0 1%

Titi# A$ Tipe 9umla 1 2 1%

Pile Bap Ponda$i Tiang 2% 1%

21 2 2 2 1 1%

22 2 2 2 2 1%

2 2 2 %0 Total = 1

2 2 %

2 2 Titi# A$ Tipe 9umla

1 2 2 Pile Bap Ponda$i Tiang

1 2 2 % 1 10

1 2 2 1 10

Total = 1 % 0 1 11

Total = %1

Total =


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7/200

Diame$er a$a le"ar Tian! ( 7'* m

&i$tribu$i Tipe 9umla 4i$i a:a Tenga 4i$i Ata$ &i$tribu$i Tipe 9umla 4i$i Kiri Tenga

Tiang Pile Bap Tiang (%) (2) (1) (0) (1) (2) (%) Tiang Pile Bap Tiang (%) (2) (1) (0) (1

ni< 1 1 0 0 0 1 0 0 0 ni* 1 1 0 0 0 1 0

2 2 0 0 1 0 1 0 0 2 2 0 0 0 2 0

% % 0 0 1 1 1 0 0 % % 0 0 0 % 0

0 0 2 0 2 0 0 0 0 2 0 2

0 0 2 1 2 0 0 0 0 2 1 2 0 0 2 1 2 0 0 0 0 2 1 2

0 0 2 2 2 0 0 0 0 % 0 %

0 0 % 0 % 0 0 0 0 2 2 2

0 1 2 1 2 1 0 0 0 2 % 2

10 0 0 2 % 2 0 0 10 0 1 2 1 2

11 0 2 1 2 1 2 0 11 0 0 % 2 %

12 0 0 % 2 % 0 0 12 0 2 1 2 1

1% 0 0 % % % 0 0 1% 0 0 % % %

1 10 1 2 1 2 1 2 1 1 10 0 0 % %

1 11 2 1 2 1 2 1 2 1 11 0 0 %

1 12 0 % % 0 % % 0 1 12 0 0

&i$tribu$i Tipe 9ara# 4i$i a:a Tenga 4i$i Ata$ &i$tribu$i Tipe 9ara# 4i$i Kiri Tenga

Tiang Pile Bap Terluar (%) (2) (1) (0) (1) (2) (%) Tiang Pile Bap Terluar (%) (2) (1) (0) (1

1 0.00 0 0 0 0 0 0 0 1 0.00 0 0 0 0 0

2 1.20 0 0 1.2 0 1.2 0 0 2 0.00 0 0 0.00 0 0.0

% 2.0 0 0 2. 0 2. 0 0 % 0.00 0 0 0.00 0 0.0

1.20 0 0 1.20 0 1.20 0 0 1.20 0 0 1.20 0 1.2

1.20 0 0 1.20 0 1.20 0 0 2.0 0 0 2.0 0 2.0

1.20 0 0 1.20 0 1.20 0 0 1.20 0 0 1.20 0 1.2

2.0 0 0 2.0 0 2.0 0 0 1.20 0 0 1.20 0 1.2

1.20 0 0 1.20 0 1.20 0 0 2.0 0 0 2.0 0 2.

2.0 0 2.0 1.20 0 1.20 2.0 0 1.20 0 0 1.20 0 1.2

10 2.0 0 0 2.0 0 2.0 0 0 10 2.0 0 2.0 1.20 0 1.2

11 2.0 0 2.0 1.20 0 1.20 2.0 0 11 1.20 0 0 1.20 0 1.2

12 2.0 0 0 2.0 0 2.0 0 0 12 2.0 0 2.0 1.20 0 1.2

1% 2.0 0 0 2.0 0 2.0 0 0 1% 2.0 0 0 2.0 0 2.

1 %.0 %. 2. 1.20 0 1.20 2. %. 1 1.20 0 0 1.20 0 1.21 %.0 %. 2. 1.20 0 1.20 2. %. 1 1.20 0 0 1.20 0 1.2

>i* >i


8/200

1 %.0 0 %. 1.20 0 1.20 %. 0 1 2.0 0 0 2.0 0 2.

Tipe 4pa$i Antar Pile @'i$ien$i

Pile Bap Ara-5 Ara-6 φ m n η1 2. 2. 1.% 1 1 1.000

2 2. 2. 1.% 1 2 0.

% 2. 2. 1.% % 1 0.%

2.0 2.0 1.% 2 2 0.

2.0 2.0 1. 2. 2 0.

1.20 2.0 2.0 2 2. 0.1

2.0 2.0 1.% % 2 0.1

2.0 2.0 1.% 2 % 0.1

2.0 1.20 2.0 2.%%% % 0.1

10 2.0 2.0 1. % 2.%%%% 0.2

11 2.0 1.20 2.0 2. % 0.2

12 2.0 2.0 1. % 2. 0.1

1% 2.0 2.0 1.% % % 0.2

1 2.0 1.20 2.0 %.%%% % 0.0

1 2.0 1.20 2.0 %. % 0.

1 2.0 2.0 1.% % 0.10

dimana G

= tan -1 (&iameter!4pa$i) dalam derajat - m = 9umla rata-rata bari$ tiang

- n = 9umla rata-rata #olom tiang

9eni$ &imen$i Kode

Tiang (mm) (Ton)

Pan"ang %00 < %00 %00 %

Pan"ang %0 < %0 %0

Pan"ang 00 < 00 00

Pan"ang 0 < 0 0 0

or 00 00

or 00 00 20

or 1000 1000 1

- φ

Pijin


9/200

A' INPUT DATA ANALISA STRUKTUR

A'&' /AKTOR BEBAN

Kombina$i Pembebanan Tetap Pembebanaeban &ead i+e 4pe" 1 4pe" 2 &ead i+e

or#ing 1 1 0 0 1 1

8ltimate 1. 0 0 0 1.2 0.

1.2 1. 0 0 1.2 0.

A',' GA8A DARI ANALISA STRUKTUR

EBAT/ED &@A& EA&

4tor* Point ;5 ;6 ;> M5 M6

( - ) ( - ) (ton) (ton) (ton) (ton m) (ton m)

FE8D& 1 0.01 -0.%% 102.1 -%.0% -%.0

FE8D& 10 0.% -0. 1. 2.12 -.%

FE8D& 12 -0.1 0.1 112.21 -0.2 -1.2

FE8D& 1% 0.1 0.01 11. 0.1 -1.

FE8D& 1 0.01 -0.%1 110.2 0.0 -0.

FE8D& 1 0.%2 0.0 1. 0.02 -1.%

FE8D& 1 0.% 0.% 21. -0. -1.%0

FE8D& 1 -1.%2 1.2 .0 0.2% -0.00

FE8D& 1 1.22 2.2 . -2. .2%

FE8D& 21 0.2 0. 0.21 -1.% %.%

FE8D& 22 0.2 -0.2 %.2% 0.% -0.2

FE8D& 2% 0.% -0. 12.1 0.2 -1.

FE8D& 2 0. -0.2 21.1 0. -0.1

FE8D& 2 -0.2 0. 1. -1. 0.%

FE8D& 2 1.1 -0.0 20.2 1.02 -1.11

FE8D& 2 0.% 0.0 0.1 -0.00% -0.%

FE8D& 2 0. 0.2 1. -0. -1.02

FE8D& 2 0. 0.% 22. -0.% -1.%

FE8D& %0 -0. 0. 12. -1.21 0.1

FE8D& %1 1. 0.1 2.1 -.1 -2.1

FE8D& %2 0.2 0. 111.1 -.2 -0.

FE8D& %% 0.% -0.02 211.1 0.1 -1.

FE8D& % 0. -1.01 21. -1.% -1.%

FE8D& % -0. -0.% 10.% -2.01% 0.%

FE8D& % 1. 0.0% 22.0 -0.01 .2

FE8D& % -%.% 0.% 20.2 -0. -.0%1

A4@ % %.0 0. . -1.%%2 .%

A4@ % -%.2 0.1 101. -1.% -.

FE8D& 0 1. 0.2 21.2 -0.1 2.

FE8D& 1 -. -0. 2%.1 1.0 -.1%

A4@ 2 2.1 -0.0 0.% 0.0 .0

A4@ % -2. -0.22 1. 0.%%2 -.00

FE8D& 2.0 -0.%% 2.% -0. %.01


10/200

FE8D& 1. 0.1 2%. 1.11 2.1

A4@ -2. -0.11 0. 0.11 -.00

A4@ 2. 0.1 1. -0.1 .0%

FE8D& -.2 0.21 2%.2 -0.2 -.1

FE8D& -%. -0.2 22. 1.1 -.

A4@ 0 %.% -0. 111. 1. .12

A4@ 1 -2.1 -0.2 1.2 1.22 -.%FE8D& 2 2.2 -0.01 21.2 -0.012 .0

FE8D& % 2. -0.0 2.0 0.0 .

FE8D& -0. 0.% 1.1 2. 0.

FE8D& -0.1 0. 201. 2.% -%.%

FE8D& 0.1 -0.1% 1. 0.%2 -2.%2

FE8D& 0.2 -0. 11. .2 -0.

FE8D& 0. 1.%% .% -0. 0.022

FE8D& 1.2 2. 1. -2.0% -1.11

FE8D& 0 1. . 2. -%.01 -0.2

FE8D& 1 -0.0% .11 21.0 -.0 2.

FE8D& 2 -2. 2.% 21. -1. 0.

FE8D& % -%. -0. 2%.2% 0.2 0.00FE8D& -0. -1.11 2%.2 1. 2.0

FE8D& 1. -1.2 2.% 1.% -0.%

FE8D& 1.2 -0. 200. 1.1 -1.12

FE8D& 0. -0. 10.12 1.%% -0.2

FE8D& 0.1 -0.% 12.% 0. -0.1%

FE8D& 1.1 -0.2 2%1.1 0. -1.%

FE8D& 0 2.%2 0.01 %02.0 0.11 -0.2%

FE8D& 1 -. -1.2 22. 1.2 -1.

FE8D& 2 2.12 -1.% 22.2 1.1 .02

FE8D& % -1.1 -1.%2 10.% -1.1 1.1

FE8D& -2.1 -.2 12.1 1.0 0.12

FE8D& 1. -. 1.2 %.2% -1.01FE8D& 0. -%. 1%.2 0.1 -1.2

FE8D& 0. -2.% . -0.% -0.2

FE8D& -0. 0.22 1.2 %. 1.%%

FE8D& 0.1 0. 2. 1. -1.

FE8D& -1. -0. 2. -0.1 -2.%

FE8D& 100 -1.0% 0.2 10. -.% 2.01

A4@ % 1. -%. 1%.% 0. 0.%

A4@ % 1. %.1 12. -0. 0.%

A4@ % -1. %.1 12. -0.0 -0.%

A4@ % -1.% -%.1 11. 0.2 -0.%2

A4@ %0 -1.% -0.0 1. 0.1% -0.02

A4@ %2 -1. 0.0 1. -0.12 -0.02A4@ %% 1. 2. 21. -0.21 -0.22

A4@ % 1. -2. 22.0 0.%11 -0.221

A4@ % 1.% -2 %%.2 1. 2.01

A4@ % 1.2 1. %1.1 -1.%2 1.%

A4@ % 1.1 -1 .%1 0.1 2.1

A4@ % 1. 1.% .%% -0.1 2.

A4@ % 0.2 0.% 2%.1 -0.1 1.21


11/200

A4@ %0 -0. 0.% 2%.1 -0.21 -1.%2

A4@ %1 -1.%1 2. %2. -1.12 -1.2

A4@ %2 -1.0 -2 2. 1. -1.2

A4@ %% -1.0% 1. 2.1 -1. -1.

A4@ % -1.1 -2. %1. 1.2 -1.

A4@ % 0. -0. 2%.% 0.2 1.%21

A4@ % -1.0 -0.2 2%.0 0.0 -1.21FE8D& 1 0.% 1.0 . 1.01 -.01

FE8D& 1 1.1 0.02 0.2 -2.1 -2.2%

FE8D& 11 -0. 2.21 %. -2. 1.22

FE8D& 1% -1.% -0. 12%.12 -2.00 1%.%0

FE8D& 1 -1. 1.% %. -0. -0.

FE8D& 1 1.1 1.% 0.0 2.02 2.

FE8D& 11 -0.01 1.2 %0. -0.11 1.1

FE8D& 1 -1.1 -2 .2 1.20 -1.%

FE8D& 102 -1.%% 1. %.0 0.21 -2.0


12/200


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16/200


17/200

4ummation 0, 0, a$e 0 0 1%00.12 00.% -1

4ummation 0, 0, a$e 0 0 2%.% 1.% -0.1


18/200

4ementara4pe" 1 4pe" 2

1 0.%

1.1 0.%%

0.%% 1.1

/I@ EA& 5

M> ;5 ;6 ;> M5 M6 M> ;5 ;6 ;>

(ton m) (ton) (ton) (ton) (ton m) (ton m) (ton m) (ton) (ton) (ton)

0.00 0.02 0 1.% 0.02 0.02 0.001 .2 1.1 .2

0.01 0.1% 0.02 %2. -0.00 0.2 0.002 1. 2. 1.%

0.00 -0.02 -0.01 1.% 0.0% -0.0 0.001 .0 1.2 .2%

0.01 0.1 -0.02 %. 0.0 0.11 0.002 1%. 2.% %.2

0.00 0.02 -0.11 11.%1 0.22 0.0% 0.001 .2 1.2 .2

0.01 0.1% -0.1 %1. 0.%01 0.2% 0.002 1.2 2.2 2.1

0.01 0.22 0.0 . -0.12 0.% 0.002 1%.2 1.2 2%.2

0.01 -0. 0.1 10.0 -0.2 -0.1 0.002 1.2 2 .

0.01 0.1 0. .% -1.1 0.%0 0.002 1. 1.1 12.

0.01 0.0% 0.2 10.1 -0.% 0.0 0.002 1.1 2.1 11.%1

0.00 0.0 0.0 10. -0.0 0.121 0.001 . 1.2 .%

0.01 0.1 0.1 %.1 -0.22 0.%0% 0.002 1%. 2.2 21.

0.01 0.0% 0.0 %.% -0.11 0.02 0.002 12. 1. 10.

0.01 -0.1% -0.1 0.% 0.%% -0.%01 0.002 1%.1 1.2 10.%

0.01 0.%2 -0.0 1. 0.11 0. 0.002 11.% 1.% 21.%%

0.00 0.0 -0.0 11.0% 0.12 0.1 0.001 .% 1.2 .%

0.01 0.21 -0.0 2.0% 0.1 0.% 0.002 1%.2 2.2 21.

0.01 0.1 -0.0 1.2 0.10 0.2% 0.002 12. 1.2 10.%

0.01 -0.%1 0.1 . -0.%1 -0.1 0.002 12.2 1.2 11.2

0.01 0.2 0.12 .1 -0.2%2 0. 0.002 10. 1.% 2.1

0.00 0.0 0.1 1. -0.%1 0.12 0.001 .% 1 1.0

0.01 0.1 0.11 .01 -0.1 0.%02 0.002 12. 2.1 1.%

0.01 -0.1 -0.1% .1 -0.20% -0.1 0.00% 12.11 2.1 12.

0.01 0.12 -0.11 1. -0.2 0.1 0.00% 12.%2 1. 1.

0.01 0.0 -0.01 .%1 0.02 0.12 0.002 10. 1.% %1.

0.01 -0.2 0 0. 0.0% 0. 0.002 1%.0 2.1 2.2

0 0. 0.1 2.% -0.2 1.%%2 0 1. 0.12 2.

0 -0.2 0.2 2.0 -0.%01 -1.%1 0 1. 0.2 2.1

0.01 0.1 0.0 1. -0.12 -0. 0.002 12.2 1.% 2.

0.01 -0.%2 -0.0% 2.1 0.02 0.% 0.002 12.2 2.%1 %0.%

0 0. 0.0 2.22 -0.0 1.1 0 2.0% 0.1 %%.%

0 -0. 0.0 2.22 -0.12 -1.11 0 2.0% 0.1 %%.1

0.02 0.1 -0.02 %. 0. -0.21 0.01 1%. 2.1 %0


19/200

0.00 0.1 -0.02 %. -0. -0.0 -0.00 1%.1 2.1 2.

0 -0. -0.1% 2. 0.1% -1.11 0 1. 0.1 %%.%

0 0. 0.01 2.% -0.01% 1.1 0 1. 0.1 %2.%

0.01 -0.%2 -0.0% 2. 0.0 0.%% 0.002 11. 2.% 2.

0.01 -0.2 -0.0% 1.0 0.0 0.1 0.002 11. 2.1 22.%

0 0. -0.22 %0. 0.%2 1.%2 0 1.% 0.%% 2.

0 -0. -0.1 2. 0.2 -1.2 0 1.% 0.1 2.10.01 0.22 -0.02 %. 0.0% -0. 0.002 11.% 1.% 2

0.01 0.% -0.0% 1.2 0.0% 0. 0.002 .% 1.% %0.2

0.01 -0.0 0.1 . 0.111 -0.2 0.001 10.01 1. 1

0.01 -0.0 0.1 .% 0.1 -0.1 0.001 . 2.2 10.01

0.00 0.1 -0.0 .1% 0.1 0.1 0.001 .% 1.%2 1%.2

0.00 0.1 -0.1 1.2 0.% 0.1 0.001 .0% 1.% %.

0.011 0.21 0 1%. 0.0 0.1 0.001 12. 2. 1.0%

0.011 0.%2 0.2 %.% -0.1 0.%0 0.001 1.1 2. 2.1

0.02% 0.% 1.1 .1 -1. 0.%% 0.002 21.% %.% 10.

0.02% -0.1 1. . -1.2 -0.10 0.002 22.%2 2.% 1.

0.02% -0. 0.1 .2 -0.%% -0.11 0.002 1.2 2. %.1%

0.02% -1.0 -0.2 .2 0.0 -1.02 0.002 1.0 %.21 %.0.02% -0.% -0. . 0. -0.% 0.002 21. %.2 1.

0.02% 0. -0.% . 0.2 0.% 0.002 20. . .2

0.011 0. -0.1 2. 0.2 0. 0.001 1. %. 2.1

0.011 0.1% -0.1 . 0.2% 0.11 0.001 1%.%1 %. .0

0.011 0.2 -0.0% 1. 0.11 0.22 0.001 11. %. 1.1

0.011 0. -0.01 .% 0.01 0. 0.001 1.2 %.% 2.

0.02% 0. -0.1 .1 0.2 0.0 0.002 20.1 . .1

0.02% -1.1 -0. .1 0.2 -1. 0.002 1. %. .

-0.2 0.2% -0. 1. 0. 0.1% -0.02 . %.0 %0.%

0.1% 0.0 -0.1 2. 0.22 0.00 0.01% 1.12 2. %1.1

0.02% -0. -0.% %. 0.2% -0. 0.002 1.% 2. 1.

0.02% 0.% -2 . 2.0 0.% 0.002 1. %. .0.011 0.2 -0.2 1. 0. 0.2% 0.001 1%. 2.1 2%.0%

0.011 0.0 -0.% 2.2 0.1 0.0% 0.001 11.1 %.1 .

0.01 -0.% 0.0 . -0.10 -0. 0.002 11. 1.% 2.0

0.01 0.01 0.11 2.2 -0.20 -0.00 0.002 1%.% 1.2 1.

0.01 -0.% -0.1 2. 0.1 -1.0 0.002 1%.1 1. .2

0.01 -0.1 0.1% 1.%% -0.22 -0.2 0.002 10. 1.1 .

0 0.% -0. 2.1 0.1 0.11 0 0. 0.2% 2.0

0 0.% 0. 2.0 -0.1 0.10 0 0.% 0.2 1.2

0 -0.% 0. 2.1 -0.1 -0.11 0 0. 0.2 2.2

0 -0.% -0. 1. 0.1% -0.10 0 0.% 0.1 1.

0 -0.% -0.0% 2. 0.0% -0.00 0 %.1 0.01 %.

0 -0.% 0.0% 2. -0.0% -0.00 0 %.1 0.01 %.%0 0.1 0. %. -0.0 -0.0 0 2.% 0.1 0.

0 0.1 -0.1 %. 0.0 -0.0 0 2. 0.% 0.

0 0.2 -0. .22 0.0 0.2 0 0.% 0. 2.22

0 0. 0. .2 -0.% 0.1 0 0.% 0. 2.

0 0. -0.2 .21 0.101 0.2 0 0. 0.2 .02

0 0. 0.%2 . -0.1% 0. 0 0. 1.2 %.

0 0.1 0.1 2.% -0.21 0.% 0 .% 0.0 1.1


20/200

0 -0.%% 0.1 2. -0.21 -0.2% 0 . 0.0 1.

0 -0.1 0.1 .2 -0.11 -0.1% 0 0.1 0.%2 2.1

0 -0.%% -0.2 .2% 0.%1 -0.2 0 0. 0.2 0.

0 -0.%2 0.%2 .0 -0.%0 -0. 0 0.% 0. 0.

0 -0.% -0. . 0.%2 -0. 0 0.% 0. 2.0%

0 0.1 -0.1 2. 0.221 0.%% 0 .1 0.0 1.

0 -0.% -0.1 2.% 0.21% -0.0 0 .1 0.0 1.0%0.0% 0.0 0.2 11.02 -1.00 0.2 0.00 .12 0.2 1%.

0.0% 0.% 0.1 1. -0.0 1.1 0.00 .1 0. .

0.0% -0.1 0. . -1. -0.0 0.00 . 0.1 .0

0.0% -0.% -0.2 1.1 0.2 -1.1 0.00 . 0. .

0.0% -0. 0.% %. -1.12 -1. 0.00 . 0. .

0.0% 0.2 0. . -1. 2.21 0.00 .1 0.2 .0

0.0% 0 0.%1 2.% -1.10% -0.00 0.00 . 0. .2

0.0% -0. -0. .0 2.112 -1. 0.00 . 0. .1

0.0% -0.% 0.% . -1.22 -1.21 0.00 .% 0. 11.01


21/200


22/200


23/200


24/200


25/200


26/200

-0.001

0


27/200

/F 6&/F

M5 M6 M> ;5 ;6 ;> M5 M6 M>

(ton m) (ton m) (ton m) (ton) (ton) (ton) (ton m) (ton m) (ton m)

%.1 2%.% 0.02 1. .%% 2.1 1. .2 0.02

.% .0 0.11 %.2 .1 .2% %2. 12.% 0.12

.12 2%.10% 0.02 1. . 11.0 1. . 0.02

. .2 0.11 %. 10. .0% %.11 11.2 0.12

.12 2%.20 0.02 1. . 1%.0 1. .12 0.02

.2 .2 0.11 %. 10. .0 %.1 11.2% 0.12

.% . 0.11 %.0 10. 11. %.01 10.1 0.12

.0 .11 0.11 %.1 1%. . 2. 11. 0.12

. .1 0.11 %. 12.11 .2 %.0% 11.2 0.12

.%% 0.0% 0.11 %. 1%.1 .2 1.01 12.0% 0.12

.12 22.2% 0.02 1. .% 11.0 1.2% .02 0.02

. .0%1 0.11 %.11 10. .%2 %. 10.1 0.12

.%0% %.1 0.11 2. 10. 1.% %.%% .2 0.12

.2 %. 0.11 2. .22 .1 %%. .1 0.12

. 0.% 0.11 2.1 11. 11.1 %. .1 0.12

.11 21. 0.02 1. .% 10. 1.2 . 0.02

. %.0 0.11 2.1 10.1 .% %. .21 0.12

.% 1. 0.11 2. 10. 1. %.%2 .22 0.12

.% 2. 0.11 2. . 2.2 %.0 .02 0.12

.% %.02 0.11 2.%2 11.% .% %.22 .2% 0.12

%. 20.2% 0.02 1.2 .1 .% 1.11 .1 0.02

.%0 1.2 0.11 2. 10. %.2 .%1 0.12

.1 0.% 0.10 2.% 1%.% . %.%1 .%1 0.1%1

. 0.% 0.10 2. 1%.2 . %.0 .22 0.1%1

.01 %. 0.11 2.1 11.1 . %.0 . 0.12

.% %.% 0.1 2.2 10. %.% %.0 . 0.1

0.1 2.11 0 0.% 1.0 . 1.22 0. 0.001

0.% 2.1 0 0.2 1.12 %.%2 1. 0.% 0.001

.12 %.021 0.12 2.0 11.% .%1 %. .1 0.11

. %%.%12 0.1 2.0% 10.1 . %.% . 0.1

0.21 2.2 0 0.% 1.0% . 1. 0.2 0.001

0.22% 2. 0 0.%% 1.1 .%% 1.% 0. 0.001

. %%.%0 0.01 2.21 1.0 . %.0 .%% 0.10


28/200

.2 %1. 0.0 2.2 1.0 . %.%1 .1% 0.2%

0.211 2.21 0 0.%2 1.0 .2 1. 0. 0.001

0.2 2.1 0 0.2 1.0 . 1. 0.2 0.001

. %1. 0.1 2 10.% . %. .11 0.1

.12 %1.%2 0.1 1.2 10. . %.% . 0.1

0.1 1.2 0 0.1 1.0 %.1 1. 0.2 0.001

0.20 1. 0 0.2% 1.0 . 1.2 0.%2 0.001.1 %0. 0.12 2.01 11.% %.% %. . 0.11

.1 %1.0 0.11 1.2 11.% %. %. .0 0.12

.% %%.2% 0.2%% 1. 1%.0 . %.1 . 0.1

.11 %2. 0.2%% 1.% 1%.% %. %. . 0.1

.0 1.0 0.02 0. . 1.% 1. 2.% 0.02

.1% 1.% 0.02 0.2 .1 .0 1.2 2.%1 0.02

.%01 2%.% 0.0 1. 11. 11.%1 2%. %.%1 0.0

.0 2.00 0.0 2.2 11.1 .% 2%.1 %. 0.0

. %.%1 0.1 %.11 1.2 . .0%1 .21 0.0

.121 .02 0.1 %.2% 1. 10.2 . .%% 0.0

.% 0.1 0.1 2. 1. 10. .2 .21 0.0

.2 %.0% 0.1 2.% 2.% . 1. .0 0.0.0% 2. 0.1 %. 2.2 %.1 1.1 .1% 0.0

.2 1.01 0.1 %.2 2. 1. 0.%1 .2 0.0

.0 2.0 0.0 2.1 1.% .1 2.% %. 0.0

.01 2%.2 0.0 2.0 1. .2 2. %.% 0.0

.%0 21. 0.0 2.0 1. .1 2.212 %.2 0.0

. 2%.1 0.0 2. 1. . 2.20 .11 0.0

. 0.%% 0.1 %. 2. . 0.0% .1 0.0

.1 %.01 0.1 2.% 2 .2 0.1 .12 0.0

.11 2.% 0.2 1.2 2.12 .2 1.% .2 0.10

. %.1% 0.1% %.0% 20.1 %. . .% 0.10

.22 %.% 0.1 %. 20. %. .% . 0.0

. %.2 0.1 %.% 20. %. .1%2 . 0.0.0 22. 0.0 2. 12. 2.% 2.2 . 0.0

.2 20. 0.0 2.2 12. 2.2 2.2 .0% 0.0

.% %.1 0.11 .0% 11. %0.1 %.0 1%.1% 0.12

.% .0% 0.11 %. 11. 2.2 %.1%% 12.0 0.12

. .1 0.11 .% 12.2 1.0 0. 1%.22 0.12

.2 0.2 0.11 2.2 .1 %.% %1. 10.0 0.12

0.0 0.02 0.002 0.12 0. 1.2% 0.1 0.01 0.00%

0.1% 0.0 0.00% 0.1 1.01 1. 0.1% 0.0 0.002

0.0 0.01 0.00% 0.% 0.2 1. 0.2 0.01 0.001

0.12 0.0 0.00% 0.% 0. 2.1 0.2 0.0%1 0.001

0.00 1.12 0 0. 0.01 0.% 0.02 0.1 0.001

0.01 1.1% 0 0. 0.01 0. 0.02 0.1% 0.0010.1 1.02 0.00% 0.2 0.2 1.1 0.0 0.12 0.001

0.1 1.0 0.00% 0.2 0.% 1. 0.12 0.1 0.002

0.1 0.% 0 0.0 %. 0.% 0. 0.0 0

0.2 0.1 0 0.0 %. 0. 0.1 0.1% 0

0.1 1.00 0 0.12 . 0.% 1.% 0.1 0

0.%0% 0.2 0 0.0 .% 0. 1.%11 0.1% 0

0.0 1.1 0 0. 0.1 %.% 0.2 0.%% 0


29/200

0.0% 1.1 0 0. 0.1 %. 0.21 0.1 0

0.10 0. 0 0.0 2. 0.% 0.2% 0.0 0

0.1 0.2 0 0.0 2.%2 1.% 0.% 0.0 0

0.1 0.11 0 0.0 2.1 1.1 0.2 0.0% 0

0.1 0. 0 0.0 2.2 0.2 0.% 0.10 0

0.01 1.0% 0 1. 0.1 %.0 0.21 0. 0

0.0 1.0 0 1. 0.1 %.% 0.22 0.% 02.2 2.%% 0.12 1.11 %.2 10.1 22.22 .%1 0.1%

2. 2.1 0.12 1.1 %. .% 21.2 .1 0.1%

2.% 2.2% 0.12 1.1 %. .1 2%.0 .1 0.1%

2.1 2. 0.12 1.0 %. 1%.2 22.2%% .% 0.1%

%.20 2.211 0.12 1.2 .1 .1 2.11 .2 0.1%

. 2. 0.12 1.2 .1 %.02 2%. .1 0.1%

%.02 2. 0.12 1.2 %. .02 21.2 . 0.1%

%.% 2.1 0.12 0. . .% 2.1% .% 0.1%

2.2 2.% 0.12 1. %. .0 22. .% 0.1%


30/200


31/200


32/200


33/200


34/200


35/200


36/200

PROSES DATA

LOCATION Be"an Gem%a To$al Ara5 9 ( 9DIR 7'-7 8DIR

4tor* Point ;5 ;6 ;> M5 M6 M>

( - ) ( - ) (ton) (ton) (ton) (ton m) (ton m) (ton m)

FE8D& 1 . 1. %.% . 2. 0.100

FE8D& 10 1.2% %. 21.% 12.2 .% 0.20

FE8D& 12 .12 1.2 0. .1 2. 0.100

FE8D& 1% 1.2 %.%2 %. 11.02 .% 0.20

FE8D& 1 .1 1.1 %.% .% 2.1 0.100

FE8D& 1 1.% %.%2 2.2 10.%% . 0.20

FE8D& 1 1.2 2.% 2.2 .%% .%22 0.20

FE8D& 1 1.% %.11% 11.1 .02 1.%2 0.20

FE8D& 1 1.22% 2. 1.1 .2 .0 0.20

FE8D& 21 20.0 .00 12.2 11. %.01% 0.20

FE8D& 22 . 1. 1.02 .%2 2.20 0.100

FE8D& 2% 1.2 %.1% 2%. 10.21 .1 0.20

FE8D& 2 1.2 2. 11.12 .2 .%11 0.20

FE8D& 2 1.0 2.1 12.% .%% %. 0.20

FE8D& 2 1. 2.1% 2. .%1 1.2 0.20

FE8D& 2 .2% 1.1 .% .0 2. 0.100

FE8D& 2 1.% %.1%% 22. 10.%21 .1 0.20

FE8D& 2 1. 2.21 11.%2 .01 2.% 0.20

FE8D& %0 1.2 2.022 1.% .201 2.0 0.20

FE8D& %1 1.% 2.0 2. .1%1 0.%0 0.20

FE8D& %2 .2 1.% 2. . 2.1 0.100

FE8D& %% 1.2 2.2 20.1 .1%% 2. 0.20

FE8D& % 1.1 %.11 1. .%0% 1.2% 0.1%

FE8D& % 1.%01 2. 20.%0 .%%1 2.%2 0.1%

FE8D& % 1.20% 2.021 %%.% .%2 . 0.20

FE8D& % 1.%1 2. 2.% .11 .%1 0.211

A4@ % 1.2 0.21 2.% 0.%1 2.0 0.000%

A4@ % 1.% 0.% 2.0 0.0 2.0 0.000%

FE8D& 0 1.2 1.1 %1.%% .2 . 0.20

FE8D& 1 1.% 2.1 %1.0 .%2% .0% 0.211

A4@ 2 2.%% 0.2 %.00 0.1 %.1 0.000%

A4@ % 2.%2 0.2 %.0 0.% %. 0.000%

FE8D& 1.0 2.% %1.% .1 .1 0.%%


37/200

FE8D& 1. 2. %1.0 .%%2 %.2% 0.

A4@ 2.%11 0.2% %. 0.%0 %.%11 0.000%

A4@ 2.2 0.2 %.12 0.02 %.%1 0.000%

FE8D& 1. 2. %1.% .12 2.1 0.211

FE8D& 1.2 2. 2.%%1 .12 2.%% 0.211

A4@ 0 1. 0.% 2. 0.1 2.% 0.000%

A4@ 1 1. 0.20 2. 0.%0 2.1 0.000%FE8D& 2 1. 1.% %0.1 .%2 2. 0.20

FE8D& % 12.0 1.1 %1. .0 2.%1 0.20

FE8D& 1%.22 2.2 1.1 . .1% 0.2

FE8D& 1%. 2. 11.02 .%01 %. 0.2

FE8D& . 1.2 1%. .2 2.1% 0.100

FE8D& .1 1. 1.2 .1%0% 21.0 0.100

FE8D& 1.%2 %.1 .2% .%12% %0. 0.001

FE8D& 1.% %.22 2. .10 %%.021 0.001

FE8D& 0 2.%1 .%% 1%. .0% .0% 0.11

FE8D& 1 2.1 %. 22.0 .02 .1 0.11

FE8D& 2 2.2 %.21 2.%1 .2%% %.22 0.11

FE8D& % 2.00 .0 0.2 .01 .% 0.11FE8D& 2.2 . 20.1 .0% .1% 0.11

FE8D& 2.2 .1 .% 10. . 0.11

FE8D& 20.%1 .1% 2. .01 %%.01 0.001

FE8D& 1.2 .1 . .12 %1.1 0.001

FE8D& 1.1 .2 .% .2 2.0 0.001

FE8D& 1.0 .01 2.%2 . %2.00%1 0.001

FE8D& 0 2.11 . . 10.1% .% 0.11

FE8D& 1 2%.% . 11.22 .0% 0. 0.11

FE8D& 2 1. %.% %%.11 . %. 0.%0

FE8D& % 21.1 %.% 2.2 .1 .2 0.11

FE8D& 2. %. %0. .1 2.12 0.11

FE8D& 2.1 . 1.22 10.21 1.% 0.11FE8D& 1. %.2 %0. .% %0.1 0.001

FE8D& 1.% %.2 .2 .02 2.0 0.001

FE8D& 1. 2. %%.12 .2 .2 0.20

FE8D& 1.2 2.2 1.0 .0 .02 0.20

FE8D& 1. 2. 11.%2 . .00 0.20

FE8D& 100 1%.20% 1. 1.2 .10 0.%% 0.20

A4@ % 0.%2 0.2 2.% 0.0% 0.1 0.002

A4@ % 0.%% 0.2 2.% 0.1 0.212 0.00%

A4@ % 0. 0.% 2. 0.021 0.111 0.00%%

A4@ % 0. 0.%1 2.%2 0.1%% 0.1%2 0.00%%

A4@ %0 %.1% 0.1% %. 0.0% 1.12 0.000%

A4@ %2 %.1% 0.21 %. 0.0 1.1%2 0.000%A4@ %% 2.11 0.% 0.2% 0.20 1.01 0.00%%

A4@ % 2.1 0.2 1.01 0.11 1.0 0.00%

A4@ % 1.1 0. 2.%22 0.12 0.2 0

A4@ % 1. 0.2 2.% 0.%% 0. 0

A4@ % 2.1 0. .20 0.22 1.11 0

A4@ % 2.% 1.2 %.% 0.%% 1.%% 0

A4@ % . 0.%2 2.1 0.12 1.202 0


38/200

A4@ %0 .1 0.2 2. 0.101 1.22% 0

A4@ %1 1.1% 0.%% 2.1 0.1%0 0.1 0

A4@ %2 1.0 0.% 1.21 0. 0.2 0

A4@ %% 1.0% 0.0 1.12 0.0 0.%2 0

A4@ % 1.11 0. 2.2 0.2012 0.01 0

A4@ % .221 0.1 2. 0.20 1.11% 0

A4@ % .2% 0. 2.1 0.202 1.12 0FE8D& 1 .20 0.% 1.2 .1% %1.0 0.111

FE8D& 1 .% 0.% .11 .% %%.00 0.111

FE8D& 11 .1 0.%% .0%% .2% %.11 0.111

FE8D& 1% .11 0.2 11. .% %2.%% 0.111

FE8D& 1 . 1.00 10.2% .1 %%.% 0.111

FE8D& 1 . 1.%01 . .21 %%. 0.111

FE8D& 11 .0 1.0 .12 .01 %.21 0.111

FE8D& 1 0. .1 .20 %.2 0.111

FE8D& 102 .1 0. 12.2% . %.22 0.111


39/200


40/200


41/200


42/200


43/200


44/200


45/200

DATA KELUARAN ;

Be"an Gem%a To$al Ara5 8 (8DIR 7'-7 9DIR LOCATION

;5 ;6 ;> M5 M6 M> 4tor* Point

(ton) (ton) (ton) (ton m) (ton m) (ton m)

2.2 .0 2.0 22.1 .%0 0.0 A4@

. 1%.0 1.1 .20 1.21 0.1% A4@

2.1 . 2.2 2.0 .12 0.0 A4@

.0 1.% 1.0 . 1%.02 0.1% A4@

2.1 .2 2. 2.12 . 0.0 A4@ 10

.1% 1.02 1.0%% . 1%.0 0.1% A4@ 11

%.% 1.21 1. .% 12.%0 0.1% A4@ 12

.%1 1.1 11.% .2%% 1%.2 0.1% A4@ 1%

.22% 1. 10.1%1 %.2 1%.%% 0.1% A4@ 1

.%% 1.02 .11% .21 1.%11 0.1% A4@ 1

1.% .2 2. 2.2%2 .22 0.0 A4@ 1

%.2 1. 12. .20% 12.0 0.1% A4@ 1

%.11 1. .0 .%12 11.2 0.1% A4@ 1

%.% 1%.12 . .00 11.22 0.1% A4@ 1

%.021 1. 1. 0.0% 10. 0.1% A4@ 20

1. .%% 2. 2.0% .1% 0.0 A4@ 21

%. 1. 11.1 . 11.01 0.1% A4@ 22

%.2 1.2 .1 .2 10.0 0.1% A4@ 2%

%.1 1%.2 2.0 .% 10.0 0.1% A4@ 2

2.% 1. 1. .%2 .% 0.1% A4@ 2

1. .01 21.02 2%.%%% .20 0.0 A4@ 2

%.20 1.%%1 11.1 .00 10.2 0.1% A4@ 2

%.0% 1.%% 10.2 .0 10.01% 0.12 A4@ 2

%.0% 1. 11.0 0.% . 0.12 A4@ 2

2.1 1.% 1.0 .12 .% 0.1% A4@ %0

2.1 1. 11.11 . .0% 0.1 A4@ %1

0.%% 1.1 1.% 2.1% 0.02 0.001 A4@ %2

0.%% 1. 11.% 2.%0 0. 0.001 A4@ %%

2.1 1.% 1.2% .0% . 0.1 A4@ %

2.2% 1.% 1%. .%1 .0%1 0.1 A4@ %

0.1 1.% 1.2 2.% 0.0% 0.001 A4@ %

0.% 1. 1.% 2. 0.1 0.001 A4@ %

2. 22.11 1%. .00 .01 0.2% A4@ %


46/200

2.% 22.00 1%.% . .2 0.0 A4@ %

0.%2 1. 1.1 2.%% 0.2% 0.001 A4@ 0

0.% 1.1 1. 2.% 0.0 0.001 A4@ 1

2. 1.21 1%. .% .% 0.1 A4@ 2

2.% 1.1% 11. .12 .2 0.1 A4@

0.2 1.2 10. 2.1 0.01% 0.001 A4@

0.22 1.1 1%.% 2.111 0.%0 0.001 A4@ 2.21 1.%2 12.% . . 0.1 A4@

1.1 1.11 1%.0 . .% 0.1% A4@ 1

2.012 1.0% 11.0 . .2 0.21 A4@ 2

2.10 1.1 .% .21 .0% 0.21 A4@ %

1.2% . .02 2.%1 %. 0.0 A4@

1.1 . 20. 22.2 %.1 0.0 A4@

2.2 1.2 2.1 %0.1 .1% 0.0 A4@

%.011 1.2% 1. %1.212 .2 0.0 A4@

.1% 2. 12.2 .0%%% .1 0.1 A4@

.01 2.1 1.% . .1% 0.1 A4@

%.02 2.0 22.0 .% .21 0.1 A4@ 0

%.% %1. 1. %.% .2 0.1 A4@ 1. %2. .1 %.%2 .2 0.1 A4@ 2

. %2.22 . 2.% .1 0.1 A4@ %

%. 21.01 12.%% %.2 .21 0.0 A4@

%.222 20.% 2.2% %. .% 0.0 A4@

%.12 1.222 2.% %%.2 .11 0.0 A4@

%. 1.%2 1.0 %.%% .1 0.0 A4@

. %1.1% .122 2.12 .02 0.1 A4@

%. %0. .2% 1.2% .% 0.1 A4@

2. 2.1 1. . .0 0.11 A4@ 0

%. 2.2 .%2% . .%% 0.1 A4@ 1

.2 2. 2. .%%1 .2% 0.1 A4@ 2

.2 2.0 %.00 .0 .0 0.1 A4@ %%.% 1. %2.% %1.22 .01 0.0 A4@

%.2%2 1.2% .1 %0. .0 0.0 A4@

.%2 1. %.% 1.%02 1.1 0.1% A4@

.%2 1.2 .1 2.11% 1.20 0.1% A4@ 0

.2 1.0% 1.11 .0% 1.2 0.1% A4@ 1

2.1 11.0 %.1 .02 12.0% 0.1% A4@

0.1 1.0 1.1 0.% 0.00 0.00% A4@

0.2 1.1% 2.2 0.% 0.0 0.002 A4@

0.22 0. 2.% 0.21% 0.0%1 0.001 A4@

0. 0. 2. 0.22 0.0 0.001 A4@

0.0% 0.1 1.2 0.%2 0.101 0.001 A4@

0.% 0.1 1.0 0.% 0.1 0.001 A4@ 0.% 1.11 1.1 0.% 0.212 0.001 A4@

0.%1 1.22 1.2 0.%%2 0.212 0.002 A4@ 100

0.21 %. 1.00 0. 0.10 0 A4@ 101

0.% %.1 1.1 0.%% 0.22 0 A4@ 10%

0.% . 1.% 1.1 0.2% 0 A4@ 10

0. .% 1. 1.0 0.22 0 A4@ 10

0.1 1. %. 0.1 0.%%1 0 A4@ 10


47/200

0. 1.1 .002 0.0 0.12 0 A4@ 10

0.1 2.2% 1.11% 0. 0.1111 0 A4@ 10

0.21 2. 1.2 0. 0.2% 0 A4@ 10

0.2 2.2 1.11 0.2% 0.2 0 A4@ 110

0.21 2.% 1.2 0.1 0.1 0 A4@ 111

1.12 1.21 %. 0.1 0.% 0 A4@ 112

1.1 1.0 .0% 0. 0.%2 0 A4@ 11%1.2% . 1.21 2.1 .22 0.1% A4@ 11

1.22 .% .1 2.%1 .2202 0.1% A4@ 11

1.% .% 11.%% %2.0 .21 0.1% A4@ 11

1.12 .02 1. 2.% .% 0.1% A4@ 11

1. .2 .11 %2.% . 0.1% A4@ 11

1. .% .1 %1. .21 0.1% A4@ 11

1. .1 .% %0.% 10. 0.1% A4@ 120

1.0 .0 .0% %%.1% .00 0.1% A4@ 121

1.2 .%% .%% %1.0 10.12 0.1% A4@ 122

A4@ 12%

A4@ 12

A4@ 12A4@ 12

A4@ 12

A4@ 12

A4@ 12

A4@ 1%0

A4@ 1%2

A4@ 1%%

A4@ 1%

A4@ 1%

A4@ 1%

A4@ 1%

A4@ 1%A4@ 1%

A4@ 10

A4@ 11

A4@ 12

A4@ 1%

A4@ 1

A4@ 1

A4@ 1

A4@ 1

A4@ 1

A4@ 1

A4@ 10A4@ 12

A4@ 1%

A4@ 1

A4@ 1

A4@ 1

A4@ 1

A4@ 1


48/200

A4@ 1

A4@ 10

A4@ 11

A4@ 12

A4@ 1%

A4@ 1

A4@ 1A4@ 1

A4@ 1

A4@ 1

A4@ 10

A4@ 11

A4@ 12

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A4@ 12

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A4@ 1

A4@ 10A4@ 11

A4@ 12

A4@ 1%

A4@ 1

A4@ 1

A4@ 1


49/200


50/200


51/200


52/200


53/200


54/200


55/200

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56/200

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57/200

-121. -.1 211. 0 0 0 -1%.21 -. 212. 0

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58/200


59/200


60/200


61/200


62/200


63/200

%a 9 Pem"e"anan Semen$ara Gem%a 8

M6 M> ;5 ;6 ;> M5 M6 M>

(ton m) (ton m) (ton) (ton) (ton) (ton m) (ton m) (ton m)

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0 0 -%.% -1. %0220. 0 0 0


64/200

0 0 -110.22 -.1 %1% 0 0 0

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0 0 -2.1 0. %%1. 0 0 0


65/200


66/200

0 0 -2. -.2 2122. 0 0 0

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67/200


68/200


69/200


70/200


71/200


72/200

DATA KELUARAN ULTIMATE LOADS

LOCATION Pem"e"anan Te$a% &

4tor* Point ;5 ;6 ;> M5 M6 M> ;5

( - ) ( - ) (ton) (ton) (ton) (ton m) (ton m) (ton m) (ton)

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A4@ 1 -10.0 -122.1 1121 0 0 0 -10.0

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A4@ 1 -12. 11.2 1120 0 0 0 -12.

A4@ 20 -2. 102. 10 0 0 0 -2.

A4@ 21 %2.% -10.1 1%1 0 0 0 %2.%

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A4@ % -%. -100.2 %00.2 0 0 0 -%.


73/200

A4@ % -. -1%. %1%.1 0 0 0 -.

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A4@ 10 .1 . %%. 0 0 0 .1


74/200

A4@ 10 -. 1002. %12%. 0 0 0 -.

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A4@ 110 -2%. -120.% 00.2 0 0 0 -2%.

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11 -0. 201. 0 0 0 11

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75/200

-121. -.1 211. 0 0 0 -121.

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-0.% -2.% 1112. 0 0 0 -0.%

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-%2.0 -%2. 12.0 0 0 0 -%2.0

010%. %.1% %. 0 0 0 010%.

-%%0. -%. %. 0 0 0 -%%0.

-%.02 11. 10222 0 0 0 -%.02

-20 -%. 1. 0 0 0 -20

%0. 0%1. 10%. 0 0 0 %0.

-12. -%1.1 11. 0 0 0 -12.

01. %02. 10. 0 0 0 01.

220.% -0. 12%2 0 0 0 220.%

%%0. 020.% 121 0 0 0 %%0.-%%01.0 -0.2 102% 0 0 0 -%%01.0

-2%00.2 12. 101 0 0 0 -2%00.2

2.0 -0.% %2.2 0 0 0 2.0

11%. -.01 . 0 0 0 11%.

-1. 00.11 22%%. 0 0 0 -1.

-1.2 . 0 0 0 0 -1.2


76/200


77/200


78/200


79/200


80/200


81/200

Pem"e"anan Te$a% , Pem"e"anan Semen$ara Gem%a 9

;6 ;> M5 M6 M> ;5 ;6 ;> M5 M6

(ton) (ton) (ton m) (ton m) (ton m) (ton) (ton) (ton) (ton m) (ton m)

20. 1% 0 0 0 %0.0 -0.0 11 0 0

0%.01 12% 0 0 0 -2. .2 1%01 0 0

-%.% 120 0 0 0 .% -0. 102 0 0

-.1 1%2% 0 0 0 0.1% - 1002 0 0

-2. 10 0 0 0 %0.0 -%12.0 10% 0 0

2%%. 10%2% 0 0 0 %.1 %1.% 121 0 0

-2%.1 1%%11%1 0 0 0 -2. -.% 1% 0 0

-. 12%0 0 0 0 -120.2 -1.12 1% 0 0

-%.0 101% 0 0 0 -2. -10. 12% 0 0

-.1 12% 0 0 0 -111. %2.2 12 0 0

-0. 1%10 0 0 0 -%%. -1.1 1%%0 0 0

-122.1 1121 0 0 0 %22.2 1.1 101 0 0

%2%.2 11%%% 0 0 0 1.1 .0 10%21 0 0

11.2 1120 0 0 0 -%.% 2%.0 12 0 0

102. 10 0 0 0 .1 1%0.1 122 0 0

-10.1 1%1 0 0 0 .% -101.2 1%1%0 0 0

1. %10 0 0 0 120. -.% %%0 0 0

-%1.2 %1 0 0 0 -0.1 -2. %%2 0 0

-12%. 10. 0 0 0 11.2 -11%.1 10. 0 0

-%.1% 00.1 0 0 0 1022.01 -22.0 000. 0 0

12.1 02. 0 0 0 111. .1 %. 0 0

-%. . 0 0 0 0. -2. .% 0 0

-11.1 %1%. 0 0 0 2%%.2 -1. %1%. 0 0

-2%.2 %1% 0 0 0 21.2 -22.2 %2022 0 0

-2.2 %0%. 0 0 0 %00.% -22.% %01%%. 0 0

-2%.1 %01% 0 0 0 %%. -2%.1 %0%22.1 0 0

-2%. %12.1 0 0 0 2.0 -2.% %112. 0 0

-21. %01 0 0 0 120.01 -2. %01 0 0

-2.% %.1 0 0 0 -1.2 -2.2% %02. 0 0

-21.11 %022%. 0 0 0 -2%. -222. %0201. 0 0

-200.2 %01. 0 0 0 .0 -202. %0%. 0 0

-1022. 2002.2 0 0 0 -0.%1 -11%. 2001 0 0

-100.2 %00.2 0 0 0 -1.0 -1%. %02 0 0


82/200

-1%. %1%.1 0 0 0 -110. -.2 %1%%1.2 0 0

-100.0 22. 0 0 0 -.%2 -11%. %0.% 0 0

-1.%% %2.% 0 0 0 -1. -2. %%. 0 0

-1.2 11. 0 0 0 -0.% -101.2% . 0 0

.1% %01. 0 0 0 2.% 1. %% 0 0

2%.2 02%2. 0 0 0 20. %. 1%2. 0 0

10.0 %%%. 0 0 0 %.1 %. 120 0 0.0 %02. 0 0 0 1. 11.% %%. 0 0

-.12 02.% 0 0 0 %0.% -1.2 00. 0 0

10.2 %20 0 0 0 .1 2%. 01. 0 0

-%. 001. 0 0 0 -0. -1.% 110. 0 0

-1200.12 02%. 0 0 0 . -.0 12. 0 0

-1.1 % 0 0 0 12.2 . 202%. 0 0

-0%.% %2. 0 0 0 -1%.%1 -22.% %0.1 0 0

.2 %2.% 0 0 0 220.01 0.1 %%. 0 0

%.% %1. 0 0 0 1.11 %0.% 22. 0 0

2. . 0 0 0 .2 0.0 . 0 0

0. 22.1 0 0 0 . .2 2%. 0 0

.2 0 0 0 11.2 %. . 0 0. 11 0 0 0 211. 11%.2 2%0. 0 0

1.02 %11. 0 0 0 %1.11 20.2 2.% 0 0

%.0 2%. 0 0 0 221 211.0 11 0 0

-.0 1. 0 0 0 1%.0 -.%1 . 0 0

-20.2 %010.% 0 0 0 1.22 -1. 2%. 0 0

-1%.1 0001.% 0 0 0 0.2 -121. . 0 0

-. %2. 0 0 0 .%2 -1. %.2 0 0

-.1 02. 0 0 0 .1 -1%.2 2. 0 0

-1%. %%200%. 0 0 0 -. -21%.% %%. 0 0

2.1 . 0 0 0 0. . 1 0 0

22. 200. 0 0 0 -02. %.% %102 0 0

21.1 %1. 0 0 0 %00. %. %1.1 0 00.0 22%.1 0 0 0 0. .1 22%.1 0 0

110.02 20. 0 0 0 . 122.% 202. 0 0

1.0 1%2. 0 0 0 . 1. 1. 0 0

11%.1 1%. 0 0 0 11.1 1%%.2 1 0 0

110.1 102 0 0 0 10. 10. 1%0. 0 0

1.1 1.2 0 0 0 . 1. 10 0 0

. 1. 0 0 0 12.% 1. 12.1 0 0

01.2 1%0% 0 0 0 12%. . 12.2 0 0

10. 1%%2.1 0 0 0 -. 11.2 11% 0 0

2.11 0%. 0 0 0 -22. 2. 00.1 0 0

1.% %1 0 0 0 0. %. %1%.% 0 0

1. %22.1 0 0 0 -1.% 1. %%200.% 0 0. %2%. 0 0 0 2%.21 2. %%12. 0 0

. %0.12 0 0 0 -%0.1 02.1 %122.0 0 0

11. 1022. 0 0 0 10% 1%.1 101. 0 0

1.2% 2%%.% 0 0 0 -221.% 110. 2 0 0

%1.2 012. 0 0 0 -%1. 02. 11.2 0 0

. 20. 0 0 0 -0. 02.0 2%. 0 0

. %%. 0 0 0 -0. 0.1 %0. 0 0


83/200

1002. %12%. 0 0 0 -112.1 12.% %0.2 0 0

2.1 22. 0 0 0 -%.12 .2% 2%.2 0 0

-.% %.1 0 0 0 -10%. -2.% 210. 0 0

-120.% 00.2 0 0 0 -0.%1 -%.% 0. 0 0

-.% 2.% 0 0 0 -0.% -.% 2. 0 0

2%.0% %221.2 0 0 0 -12%. % %200 0 0

20. %21. 0 0 0 -122.1 1. %22. 0 0. %01. 0 0 0 -1.%1 1.2 2.1 0 0

-%1. 00%. 0 0 0 -%%. -0. 11% 0 0

. %. 0 0 0 -10. . % 0 0

-22.% %2. 0 0 0 -%.%1 -2.1 %1. 0 0

%.0 %21201.% 0 0 0 -120. 2%.1 %2201. 0 0

0.%% %220. 0 0 0 -11. 12.2 %22. 0 0

%0. % 0 0 0 -1. 22. . 0 0

-02.% %.1 0 0 0 -222.0 -1.12 021.2 0 0

-%.2 . 0 0 0 %2. -1%. 00. 0 0

12. 01. 0 0 0 -%1.1 -2%.1 12. 0 0

11. %. 0 0 0 -2. 12%.2 %1. 0 0

1. . 0 0 0 1%2.2 11.% 1.1 0 01%1.0 .0 0 0 0 -21.%% 1%2.1% . 0 0

12. 1. 0 0 0 10. 1.% %. 0 0

1%.21 1.2 0 0 0 -100.1 1%.1 %. 0 0

1.12 2. 0 0 0 1.2 11.1 . 0 0

-112.%2 20%. 0 0 0 21. -2%%.01 200. 0 0

-102.22 %0. 0 0 0 1%2. -20.0 %0% 0 0

2.% %112.2 0 0 0 1221. -%.2 %11.2 0 0

21.1 %01. 0 0 0 12%.2 -. %020. 0 0

2%.0 %000. 0 0 0 1%%2.1 11.2 %010. 0 0

%2.% %100.% 0 0 0 1%. 0. %0.1 0 0

0. %2%2. 0 0 0 1%.1 0%. %22. 0 0

210.2 %% 0 0 0 1.2 2. %%. 0 0222. 2%. 0 0 0 222%.1 2201.2 200.% 0 0

10.1 %1%%. 0 0 0 221. . %11. 0 0

-%.% %%1.1 0 0 0 11. -%12.2 %%2. 0 0

-2.21 %%1. 0 0 0 1%.% -21%. %%%.1 0 0

-1.1 %%21. 0 0 0 12%.2 -1. %%%.2 0 0

-11. %%220.2 0 0 0 10. -. %%2%. 0 0

-1.% %%. 0 0 0 1.2 -.2 %%2%. 0 0

-2%1. %%% 0 0 0 %.02 -%.1 %%100. 0 0

%0.2 %%%2. 0 0 0 1.2 0. %%000.2 0 0

11.% %%%0. 0 0 0 2120. 12.2 %%.2 0 0

-1. %0. 0 0 0 -1020.% 11.2% %02%. 0 0

2%.22 2.2 0 0 0 -1.1 220. 210. 0 0-1. 2% 0 0 0 1%%2. -202.11 2%.% 0 0

-%2%%.2 22211. 0 0 0 0. -%%.2 222%.% 0 0

-%2.01 20.2 0 0 0 2%.0 -%2.% 200 0 0

-%%2. 2010%%. 0 0 0 0%.1 -10.0 201. 0 0

-2%. 201%%.2 0 0 0 .1 -2.% 201%. 0 0

-0. 201. 0 0 0 212. -. 20.1 0 0

-.2 21221 0 0 0 1120. -0. 2102 0 0


84/200

-.1 211. 0 0 0 -1%.21 -. 212. 0 0

-%0.2 2122. 0 0 0 -21. -%0. 2121. 0 0

-%01. 211%. 0 0 0 -00.% -%2. 211.2 0 0

-2.% 1112. 0 0 0 -11.2 -%011.21 10. 0 0

-102. 12. 0 0 0 -120. -112. 1211.1 0 0

-%1. %1. 0 0 0 -10%. -200.1 . 0 0

%. 21. 0 0 0 %. 111.0 1. 0 0-%.2 0.%2 0 0 0 -2.% -. 11 0 0

-. 11 0 0 0 10. -20.2 1 0 0

.%2 112 0 0 0 2. %.1 12 0 0

. %%02.% 0 0 0 -10%1.1 %%.0% 0.1 0 0

-0.2 2. 0 0 0 -0. -12. 10012. 0 0

%%0.2 2. 0 0 0 0. %%.1 11%02. 0 0

-%%12. 21.2 0 0 0 -%.1 -%0.1 1100. 0 0

%%. 22.2 0 0 0 00. 22. 1102. 0 0

2.0 0. 0 0 0 .% 2.0 1111%. 0 0

-%20. 1. 0 0 0 -2. -0%.0% 11. 0 0

-%0%. 2%00.% 0 0 0 211.12 -%1. 01. 0 0

2%2. %%.% 0 0 0 0.% 0. 1002. 0 0-%%2. 10.02 0 0 0 -2. -1%. 1111.1 0 0

%22.% 000. 0 0 0 .% .22 11%2. 0 0

-%2. 12.0 0 0 0 -2. -0. 102%. 0 0

%.1% %. 0 0 0 %1.0 %10.%% 22. 0 0

-%. %. 0 0 0 -%0.01 -1.21 1%% 0 0

11. 10222 0 0 0 -01.2 . 1 0 0

-%. 1. 0 0 0 -%.2 -2. 20. 0 0

0%1. 10%. 0 0 0 2.2% %.22 2. 0 0

-%1.1 11. 0 0 0 -1.% -2.2 2.1 0 0

%02. 10. 0 0 0 0. %.1 2% 0 0

-0. 12%2 0 0 0 10. -10120 221 0 0

020.% 121 0 0 0 .1 20%. 22%011 0 0-0.2 102% 0 0 0 -10. -%2.1 220100 0 0

12. 101 0 0 0 -.% .% 22%12% 0 0

-0.% %2.2 0 0 0 11%.21 -0.1 .2 0 0

-.01 . 0 0 0 2%.% -1.1 01. 0 0

00.11 22%%. 0 0 0 -0. 0. . 0 0

. 0 0 0 0 -12%.2 .% .2 0 0


85/200


86/200


87/200


88/200


89/200


90/200


91/200

0 -110.22 -.1 %1% 0 0 0

0 -2.% -120.% 0.1 0 0 0

0 -1.0 -2.1 %%0. 0 0 0

0 -0.0 -100.2 2. 0 0 0

0 12.%% 2.12 %%. 0 0 0

0 1.0% %1.2 12 0 0 0

0 0.2 . 1%0. 0 0 00 1%.% . %. 0 0 0

0 2.1% -10.% 0. 0 0 0

0 -11. 222. 10%.% 0 0 0

0 -%. -0. 122. 0 0 0

0 -2. -%.2 102.1 0 0 0

0 20.1 -2. %1. 0 0 0

0 -1%%.1 -22. %0.1 0 0 0

0 20. %0.1 %%2. 0 0 0

0 1%.% 1.1 .2 0 0 0

0 . .2 2. 0 0 0

0 12. 2.0 20.% 0 0 0

0 .1 1. 0%%. 0 0 00 1. 11.% 2%. 0 0 0

0 %0. 20. . 0 0 0

0 21.21 .% 212. 0 0 0

0 22.2 -12.0 %. 0 0 0

0 1%.2 -1. 2%.2 0 0 0

0 %1.1 -12.2 . 0 0 0

0 .% -. .% 0 0 0

0 2. -1. 22.2 0 0 0

0 -0.% -22.1 %%0.2 0 0 0

0 2. .1 10. 0 0 0

0 -1.1 %.12 %222.1 0 0 0

0 2.2 2. %21. 0 0 00 . 1. 22. 0 0 0

0 %.1 11.% 202 0 0 0

0 . 12.1 11 0 0 0

0 .1 11.% 1%1.1 0 0 0

0 -22.1 11. 12%.2 0 0 0

0 .% 12.1 11.% 0 0 0

0 12. % 202. 0 0 0

0 .0 1.0 1. 0 0 0

0 -2.2 1%.2 10. 0 0 0

0 -21.2 . 0.2 0 0 0

0 1. %. %1 0 0 0

0 -1.22 .02 %%11.2% 0 0 00 220. 1.2 %%0%.0 0 0 0

0 -11. 0.2 %1%1. 0 0 0

0 0.% 1. 102.2 0 0 0

0 -201. 10.2 202. 0 0 0

0 -0. .% %. 0 0 0

0 -%. 0.2 2. 0 0 0

0 -2.1 0. %%1. 0 0 0


92/200

0 -12%. 12.%2 %10.1 0 0 0

0 -.0% %.% 2%1.% 0 0 0

0 -1%. -22. 200.1 0 0 0

0 -11. -0.2 011.2 0 0 0

0 -02. -.22 02. 0 0 0

0 -12. 00. %2%01. 0 0 0

0 -120.% 11.1 %220.1 0 0 00 -%. 1. 20.2 0 0 0

0 -. -12.1 110. 0 0 0

0 -1.% 0. %%.2 0 0 0

0 -0.2 -%1. %%. 0 0 0

0 -12.%2 1.02 %21%. 0 0 0

0 -12%1.% 1.% %220%. 0 0 0

0 -1.% 1. %. 0 0 0

0 -2. -2.% 02%. 0 0 0

0 %11.2 -0.2 000. 0 0 0

0 -%.2 -11. 1012. 0 0 0

0 -1. 11.12 . 0 0 0

0 10.0 1.% %. 0 0 00 -1.% 12.1 .1 0 0 0

0 11. 10.% 10.% 0 0 0

0 -12.2 1.1 .12 0 0 0

0 10. 112.% .%% 0 0 0

0 1. -210.0 22. 0 0 0

0 1%.% -1012. %0210.2 0 0 0

0 1220.2 -1%0. %12.% 0 0 0

0 12. %1.% %020. 0 0 0

0 1%%.1 12. %0 0 0 0

0 1%.1 %%1. %1020.% 0 0 0

0 10.02 %1%.% %2%2 0 0 0

0 1. 21.01 %%%. 0 0 00 220.1 22.0 2. 0 0 0

0 2%0. .2 %122.1 0 0 0

0 %.1 -%2.2 %%. 0 0 0

0 01.2 -2%0.1 %%2. 0 0 0

0 .0 -101.% %%. 0 0 0

0 11.1 -2.0 %%0. 0 0 0

0 22. -2.% %%2. 0 0 0

0 %. -.2 %%2.1 0 0 0

0 2. .2 %%2%%. 0 0 0

0 -%%1.0 01.21 %%1%.1 0 0 0

0 -1.%% 10. %02. 0 0 0

0 -2002.0 21 20%. 0 0 00 1.% -200. 22%. 0 0 0

0 2022.1 -%%.%1 222%.% 0 0 0

0 221.%1 -%0.1 201%2.2 0 0 0

0 0%.1 -10. 2010. 0 0 0

0 2.% -21. 2010.% 0 0 0

0 -.% -1.1 200. 0 0 0

0 -%0. -10.0 21022.1 0 0 0


93/200

0 -2. -.2 2122. 0 0 0

0 -12.2 -%. 212%. 0 0 0

0 -2. -%1. 212012. 0 0 0

0 -1021. -%02.1 11.1 0 0 0

0 -1%. -1222.1 1%22. 0 0 0

0 -20. -%12.2 2. 0 0 0

0 %.0% .1 1000.1 0 0 00 -%.2 -2. 11%11. 0 0 0

0 1. -0%. 12 0 0 0

0 1%.1 00.2 1%20 0 0 0

0 -1%2. 1.% 00. 0 0 0

0 -.%% -. 10202. 0 0 0

0 .1 . 112. 0 0 0

0 -. -.% 11102.2 0 0 0

0 0. 111%.2 0 0 0

0 1.2 20. 11120. 0 0 0

0 -. -2.1 11%0. 0 0 0

0 1. -00.1% . 0 0 0

0 . .0 1000. 0 0 00 -%.2 -12. 111. 0 0 0

0 2.1 0%. 11%0%. 0 0 0

0 -%. -%. 1020. 0 0 0

0 %.%1 022. 11. 0 0 0

0 -.% -0.2 1 0 0 0

0 -1. 01. 110 0 0 0

0 -. -0. 2000. 0 0 0

0 1. %. 2%.% 0 0 0

0 -.1 -2.% 20. 0 0 0

0 %.1 0.2 2. 0 0 0

0 %2. -10021 2212 0 0 0

0 .1 . 22%% 0 0 00 -201. -%%. 22122 0 0 0

0 -%%.1 .12 22%% 0 0 0

0 1.% -. 01. 0 0 0

0 00. -%.1 0. 0 0 0

0 -0.2 0.%% 2. 0 0 0

0 -%0. 02.2 0211%. 0 0 0


94/200


95/200


96/200


97/200


98/200


99/200

PERENCANAAN PILE CAPPADA PONDASI P-1

UNTUK BANGUNAN 1 DILATASI A

PROYEK TERMINAL RAWA BUAYACENGKARENG - BANTEN

KONSULTAN :PT. PERENTJANA DJAJA


100/200


101/200

A' DATA MASUKAN Halaman - 01

Pro%er$i Kolom :

Mutu beton #olom K - = %0 Kg!"m2

9eni$ beton (1 = ringan, 2 = normal) = 2

Mutu be$i tulangan #olom = 00 MPa

&iameter tulangan longitudinal #olom = 2 mm

4elimut beton ber$i #olom = 0 mmentu# penampang (1=per$egi, 2=bundar) = 1

- ebar #olom ara < = 00 mm

- ebar #olom ara * = 00 mm

1=dalam,2=tepi 1,%=tepi 2,=pojo#,=bundar = 1

Pro%er$i Pile Ca% :

Mutu beton "ap K - = %0 Kg!"m2


Mutu be$i tulangan "ap = 00 MPa

Perlindungan tul. (1 = "oated, 2 = un"oated) = 2

4elimut beton ber$i "ap = 0 mm

Fedu#$i #e#uatan ge$er = 0.

Fedu#$i #e#uatan lentur = 0.

Ketebalan pile "ap = 00 mm

&iameter be$i tulangan ata$ = 1 mm

&iameter be$i tulangan ba:a = 22 mm

Pro%er$i Pile :

entu# (1=bundar, 2=$egiempat, %=$egitiga) = 2

ebar = 0 mm

Tipe Ponda$i P = 1

B' DATA KELUARAN

Tinggi e'e#ti' pile "ap, d = 20. mm

B'& KON/IGURASI PILE DE/AULT

unit jara# G meter

9umla tiang dalam $atu group tiang = 1 tiang &imen$i pile "ap G

&i$tribu$i ari$ 4i$i a:a 4umbu - 5 Tenga ari$ 4i$i Ata$ 4umbu - 5

Tiang (%) (2) (1) (0) (1) (2) (%) = 0 mm

9umla 0 0 0 1 0 0 0 = 0 mm0 0 0 0 0 0 0 = 100 mm

0.00 0.00 0.00 0.00 0.00 0.00 0.00 = 0 mm

&i$tribu$i ari$ 4i$i Kiri 4umbu - 6 Tenga ari$ 4i$i Kanan 4umbu - 6 = 0 mm

Tiang (%) (2) (1) (0) (1) (2) (%) = 100 mm

9umla 0 0 0 1 0 0 0

>< 0 0 0 0 0 0 0

0.00 0.00 0.00 0.00 0.00 0.00 0.00

B', PROPERTI BIDANG GESER PONS

Properti idang e$er Pon$ - Kolom Per$egi (Po$i$i) dan Kolom ing#aran

Po$i$i Kolom idang Kriti$ Ara - 1 Ara - 2

8raian Kode 9 ! " 9 ! "J 9 ! " 9 ! "J

( - ) ( - ) (mm) (mm2) (mm%) (mm%) (mm%) (mm%)

&alam 1 ,2 %,02,21 1.%@?0 1.%@?0 1.%@?0 1.%@?0Tepi 1 2 %,2 2,21,1 1.0@?0 .2@?0 1.1@?0 1.1@?0

Tepi 2 % %,2 2,21,1 1.1@?0 1.1@?0 1.0@?0 .2@?0

Pojo# 2,1 1,1,1 .@?0 2.@?0 .@?0 2.@?0

ing#aran 0 0 0.0@?00 0.0@?00 0.0@?00 0.0@?00

B'- KOMBINASI BEBAN

Kombina$i Pembebanan Tetap Pembebanan 4ementara

eban &ead i+e 4pe" 1 4pe" 2 &ead i+e 4pe" 1 4pe" 2

or#ing 1 1 0 0 1 1 1 0.%

8ltimate 1. 0 0 0 1.2 0. 1.1 0.%%

1.2 1. 0 0 1.2 0. 0.%% 1.1

B'2 PROPERTI BETON CAP

= 2.0 MPa= 0.

a1

a2>* 1

>n* b1

b2

2

>n<

bo A"

Ke#uatan #ara#teri$ti# beton, 'J" Ang#a tegangan blo# e#i+alen beton, β1

d

d!2

a#$i dua ara

a # $ i

$ a t u a r a - b*

b<

b1

b1

1

5

6

a1 a1

2


102/200

= 2,%%2 MPa - 01Modulu$ ela$ti$ita$ beton, @"


103/200

B'3' PENENTUAN TEBAL PILE CAP Halaman - 02

B'3'&' Keka$an Geser Sm"an!an Be$on

1. A#$i 4atu Ara

Ke#uatan ge$er beton G

, untu# bidang ge$e ara $umbu 5 = 2 ton


2. A#$i &ua Ara

G ebar bidang ge$er ara $umbu 5 = 1220. mm


G Fa$io antar lebar bidang ge$er = 1

G Keliling bidang ge$er = ,2 mm

G Area penampang ge$er = %.0@?0 mm2

G Per$enta$e ge$er a#ibat momen tran$'er = 03

G Per$enta$e lentur a#ibat momen tran$'er = 03

G Ang#a po$i$i #olom = 0

G Tegangan pon$ ma#. underein'ored = , ton


= , ton

= ,0 ton

= %,1 ton

= %,1 ton

B'3',' Pen!e6ekan Te"al Pile Ca%

erat $endiri pile "ap = . ton

e$er 4atu Ara e$er

Ara 5 Ara 6 Pon$

0 0 0

Do. abel Pembebanan 8ltimate eban Per Tiang Penge"e#an Tebal Pile Bap

Titi# Kondi$i Ma#$imum Kondi$i Ma#$imum e$er 4atu Ara e$er &ua Ara

Fea#$i Be# Be#

( - ) (ton) (ton) (ton) (ton) (ton) (ton) (ton) (ton) ( - ) (ton) ( - )

1 121 2,% CCC 121 2,% 1,2, 0 0 E#e 0 E#e

-%% 1,2 CCC -%% 1,2 1,%% 0 0 E#e 0 E#e

- 2 %%,20 - 2 %%,20 0 0 E#e 0 E#e

% %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

% %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

% %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

% %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

%0 %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

%2 %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

% %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

% %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

% %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

%0 %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

%1 %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e% %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

% %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

% %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

11 %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

1 %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

11 %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

102 %2 -% CCC %2 -% 00,01 0 0 E#e 0 E#e

B'3'-' Pen!e6ekan Tian! Po+ok

Be"#

(ton) (mm) (ton) 9ara# Pon$

1,2, ,22 %,% E#e Do 0

φ I"

φ I"

b<

b*

β"bo

A"γ +γ ' α$φ Iu ma<

φ I"1φ I"2

φ I"%φ I"

Σ tiang =

;< ;* ; ;< ;* ; Iu< Iu* Iu

Iu ma< bo φ I"

d!2


104/200

0 - 02


105/200

B')' PENULANGAN PILE CAP Halaman - 0%

/ormla Penlan!an

/ormla Pen!e6ekan


106/200

G 9ara# perlu antar tulangan - 0%4perlu


107/200

,' Pen!em"an!an Tlan!an Halaman - 0

Iariabel tetap Gα G ;a#tor lo#a$i tulangan ori$ontal = 1β G ;a#tor perlindungan tulangan ("oated) = 1γ G ;a#tor u#uran tulangan = 0.λ G ;a#tor jeni$ beton = 1

1. Tulangan Tari# 2. Tulangan Te#an

Ara 5 Ara 6 Ara 5 Ara 6

", (mm) 1 1 200 200

2. 2. 0 0

%00 %00 Fe$ume "u#up "u#up

0 0 " G 4pa$i antar tulangan atau jara# $elimut

Fe$ume "u#up "u#up

-' Pen!e6ekan Trans.er Gaya Pa#a


108/200

- 0


109/200

2' Ske$sa Peren6anaan Halaman - 0

A. Mutu material G

8nit Pile Bap Kolom

Mutu beton K - Kg!"m2 %0 %0

Tipe beton - Dormal Dormal

Mutu be$i tulangan MPa 00 00

4elimut beton ber$i mm 0 0

7 Mutu be$i 00 MPa = 9T& 0 (8lir)

. 8#uran - u#uran G

= 0 mm= 0 mm

= 100 mm

= 0 mm

= 0 mm

= 100 mm

H = 00 mm

ebar tiang = 0 mm

Panjang tiang = 2 m

= 1 tiang

&a*a du#ung ijin +erti#al te#an = 0 ton

@'i$ien$i #elompo# tiang = 1.00

B. Penulangan G

B.1. Penulangan Pile Bapa*a +erti#al ultimate tiang = CCC ton

4erat Tulangan ara $umbu 5 Tulangan ara $umbu 6

a:a & 22 - 200 & 22 - 200

Ata$ & 1 - 200 & 1 - 200

7 Tulangan pinggang mema#ai diameter 1 - 1 mm dengan jara# *ang di$e$uai#an

B.2. Penulangan Kolom a:a *ang Ma$u# #e Pile Bap

&iameter tulangan = 2 mm

Kebutuan minimum = 1000 batang

= mm

= 1 mm

= mm

= mm

Penge"e#an #eter$ediaan = E#e

a1a2

1

b1

b2

2

Σ Tiang

Panjang minimum d

d ter$edia pada tebal "ap

d ter$edia ara 5

d ter$edia ara 6

H

PETEDAD A - A

tulangan ata$

tulanganba:a

tulanganpinggang

B

TiangPan"ang

P@F@DBADAAD PED&A4/ P-1

&@DAH PED&A4/

#olom

jang#ar 00

tulangan #olom

d

b1

b1

1

5

6

a1 a1

2

A A

d


110/200

- 0


111/200






112/200


113/200


Pro%er$i Kolom :









Pro%er$i Pile Ca% :











Pro%er$i Pile :


ebar = 0 mm

Tipe Ponda$i P = 2

B' DATA KELUARAN



unit jara# G meter

9umla tiang dalam $atu group tiang = 2 tiang &imen$i pile "ap G


Tiang (%) (2) (1) (0) (1) (2) (%) = 0 mm

9umla 0 0 1 0 1 0 0 = 0 mm0 0 1.2 0 1.2 0 0 = 100 mm

0.00 0.00 0.0 0.00 0.0 0.00 0.00 = 00 mm

&i$tribu$i ari$ 4i$i Kiri 4umbu - 6 Tenga ari$ 4i$i Kanan 4umbu - 6 = 1%0 mm

Tiang (%) (2) (1) (0) (1) (2) (%) = %00 mm

9umla 0 0 0 2 0 0 0

>< 0 0 0 0 0 0 0

0.00 0.00 0.00 0.00 0.00 0.00 0.00




8raian Kode 9 ! " 9 ! "J 9 ! " 9 ! "J

( - ) ( - ) (mm) (mm2) (mm%) (mm%) (mm%) (mm%)

&alam 1 ,2 %,02,21 1.%@?0 1.%@?0 1.%@?0 1.%@?0Tepi 1 2 %,2 2,21,1 1.0@?0 .2@?0 1.1@?0 1.1@?0

Tepi 2 % %,2 2,21,1 1.1@?0 1.1@?0 1.0@?0 .2@?0

Pojo# 2,1 1,1,1 .@?0 2.@?0 .@?0 2.@?0

ing#aran 0 0 0.0@?00 0.0@?00 0.0@?00 0.0@?00

B'- KOMBINASI BEBAN



or#ing 1 1 0 0 1 1 1 0.%

8ltimate 1. 0 0 0 1.2 0. 1.1 0.%%

1.2 1. 0 0 1.2 0. 0.%% 1.1


= 2.0 MPa= 0.

a1

a2>* 1

>n* b1

b2

2

>n<

bo A"


d!2

a#$i dua ara

b*

d

b1

b2

b1

1

2

5

6

a1 a1


114/200



115/200



1. A#$i 4atu Ara



, untu# bidang ge$e ara $umbu 6 = 1,2 ton

2. A#$i &ua Ara











= , ton

= ,0 ton

= %,1 ton

= %,1 ton


erat $endiri pile "ap = 10. ton

e$er 4atu Ara e$er

Ara 5 Ara 6 Pon$

1 0 2



Fea#$i Be# Be#


1 1 CCC %1 % , , 0 E#e 1,, Do

21 -10 CCC -0 , , 0 E#e 1,,% Do

22 12 1 CCC 1 1,1, 1,1, 0 E#e %,%,% Do

2 1 -2 CCC -%1 22,1 22,1 0 E#e ,%2 Do

100 1, CCC 0 2,2 2,2 0 E#e 1,1 Do

12 CCC 2 %22 2,1 2,1 0 E#e 1,2 Do

1 %2 -% CCC 1% -% 20,0 20,0 0 E#e 00,0 Do

1 %2 -% CCC 1% -% 20,0 20,0 0 E#e 00,0 Do

1 %2 -% CCC 1% -% 20,0 20,0 0 E#e 00,0 Do


Be"#(ton) (mm) (ton) 9ara# Pon$

1,1, ,22 %,% E#e Do

00

0

φ I"

φ I"

b<

b*

β"bo


φ I"1φ I"2

φ I"%φ I"

Σ tiang =

;< ;* ; ;< ;* ; Iu< Iu* Iu

Iu ma< bo φ I"

d!2


116/200

- 02


117/200


/ormla Penlan!an

/ormla Pen!e6ekan


118/200

G 9ara# perlu antar tulangan - 0%4perlu


119/200





", (mm) 1 @rrG02 200 200

2. @rrG02 0 1,%0

%00 @rrG02 Fe$ume "u#up "u#up

0 1,%0 " G 4pa$i antar tulangan atau jara# $elimut

Fe$ume "u#up @rrG02



120/200

- 0


121/200


122/200

- 0


123/200






124/200


Pro%er$i Kolom :









Pro%er$i Pile Ca% :











Pro%er$i Pile :


ebar = 0 mm

Tipe Ponda$i P = %

B' DATA KELUARAN



unit jara# G meter

9umla tiang dalam $atu group tiang = % tiang &imen$i pile "ap G


Tiang (%) (2) (1) (0) (1) (2) (%) = 0 mm

9umla 0 0 1 1 1 0 0 = 0 mm0 0 2. 0 2. 0 0 = 100 mm

0.00 0.00 2.10 0.00 2.10 0.00 0.00 = 00 mm


Tiang (%) (2) (1) (0) (1) (2) (%) = 200 mm

9umla 0 0 0 % 0 0 0

>< 0 0 0 0 0 0 0

0.00 0.00 0.00 0.00 0.00 0.00 0.00




8raian Kode 9 ! " 9 ! "J 9 ! " 9 ! "J

( - ) ( - ) (mm) (mm2) (mm%) (mm%) (mm%) (mm%)

&alam 1 ,2 %,02,21 1.%@?0 1.%@?0 1.%@?0 1.%@?0Tepi 1 2 %,2 2,21,1 1.0@?0 .2@?0 1.1@?0 1.1@?0

Tepi 2 % %,2 2,21,1 1.1@?0 1.1@?0 1.0@?0 .2@?0

Pojo# 2,1 1,1,1 .@?0 2.@?0 .@?0 2.@?0

ing#aran 0 0 0.0@?00 0.0@?00 0.0@?00 0.0@?00

B'- KOMBINASI BEBAN



or#ing 1 1 0 0 1 1 1 0.%

8ltimate 1. 0 0 0 1.2 0. 1.1 0.%%

1.2 1. 0 0 1.2 0. 0.%% 1.1


= 2.0 MPa= 0.

= 2,%%2 MPa - 01

a1

a2>* 1

>n* b1

b2

2

>n<

bo A"

Ke#uatan #ara#teri$ti# beton, 'J" Ang#a tegangan blo# e#i+alen beton, β1Modulu$ ela$ti$ita$ beton, @"

b1

b2

b2

b1

1

2

d!2

a#$i dua ara

a # $ i $ a t u a r a -

5

6

b*

b<

d

a1 a1


125/200



1. A#$i 4atu Ara



, untu# bidang ge$e ara $umbu 6 = 2, ton

2. A#$i &ua Ara











= , ton

= ,0 ton

= %,1 ton

= %,1 ton


erat $endiri pile "ap = 1.1 ton

e$er 4atu Ara e$er

Ara 5 Ara 6 Pon$

1 0 2



Fea#$i Be# Be#


1 CD!A CD!A CD!A CD!A CD!A CD!A CD!A CD!A CD!A CD!A CD!A

12 -2 -2 CCC - -1 1,%0 1,%0 0 E#e 2,0 Do

1 -% % CCC -21% 12 0,21 0,21 0 E#e 1,10,% Do

%2 2 -2, CCC -1 10,2 10,2 0 E#e 211, Do

% -% -1,00 CCC -122 -00 102,1 102,1 0 E#e 20,2 Do

% - -1,% CCC -%1 - 10,1 10,1 0 E#e 20,102 Do

2 -% -1 CCC -12 -20 1,21 1,21 0 E#e %1,2% Do

% -% -1 CCC -12 -20 1,21 1,21 0 E#e %1,2% Do

%0 CCC 10 %1 12,1 12,1 0 E#e 2,%10 Do

20 2 CCC %0 1%,%% 1%,%% 0 E#e 2, Do

0 2% CCC %1 12,2% 12,2% 0 E#e 2,2 Do

1 - CCC 22 -2 1,% 1,% 0 E#e %%, Do

220 0 CCC % 2 1%1,1 1%1,1 0 E#e 22,%% Do

1 %0 CCC 2 1% 1, 1, 0 E#e 2, Do 0 -122 CCC 20 -1 1,0 1,0 0 E#e %%%,%1 Do

-2 CCC %2 -1 11, 11, 0 E#e %2%,0 Do

100 -%0 0 %1,% -102 2 10,1 10,1 0 E#e 20,2 Do

1 %2 -% CCC 10 -2%1 1,% 1,% 0 E#e %%%, Do

1% %2 -% CCC 10 -2%1 1,% 1,% 0 E#e %%%, Do


Be"#

(ton) (mm) (ton) 9ara# Pon$

CD!A ,22 %,% E#e CD!A

00

0

- 02

φ I"

φ I"

b<

b*

β"bo


φ I"1φ I"2

φ I"%φ I"

Σ tiang =

;< ;* ; ;< ;* ; Iu< Iu* Iu

Iu ma< bo φ I"d!2


126/200


/ormla Penlan!an

/ormla Pen!e6ekan


127/200





", (mm) CD!A CD!A 200 200

CD!A CD!A 0 2,%0

CD!A CD!A Fe$ume "u#up "u#up

0 2,%0 " G 4pa$i antar tulangan atau jara# $elimut

Fe$ume CD!A CD!A



128/200

2' Ske$sa Peren6anaan Halaman - 0

A. Mutu material G

8nit Pile Bap Kolom

Mutu beton K - Kg!"m2 %0 %0

Tipe beton - Dormal Dormal

Mutu be$i tulangan MPa 00 00

4elimut beton ber$i mm 0 0

7 Mutu be$i 00 MPa = 9T& 0 (8lir)

. 8#uran - u#uran G= 0 mm

= 0 mm

= 100 mm

= 00 mm

= 1%0 mm

= 200 mm

H = 00 mm

ebar tiang = 0 mm

Panjang tiang = 2 m

= % tiang

&a*a du#ung ijin +erti#al te#an = 0 ton

@'i$ien$i #elompo# tiang = 0.

B. Penulangan GB.1. Penulangan Pile Bap

a*a +erti#al ultimate tiang = CD!A ton

4erat Tulangan ara $umbu 5 Tulangan ara $umbu 6

a:a & 22 - CD!A & 22 - CD!A

Ata$ & 1 - CD!A & 1 - CD!A

7 Tulangan pinggang mema#ai diameter 1 - 1 mm dengan jara# *ang di$e$uai#an

B.2. Penulangan Kolom a:a *ang Ma$u# #e Pile Bap

&iameter tulangan = 2 mm

Kebutuan minimum = CD!A batang

= mm

= 1 mm

= mm

= 2,% mmPenge"e#an #eter$ediaan = E#e

- 0

a1

a2

1

b1

b2

2

Σ Tiang

Panjang minimum d

d ter$edia pada tebal "ap

d ter$edia ara 5

d ter$edia ara 6

H

PETEDAD A - A

tulangan ata$

tulanganba:a

tulanganpinggang

B

TiangPan"ang

P@F@DBADAAD PED&A4/ P-%

&@DAH PED&A4/

#olom

jang#ar 00

tulangan #olom

d

Ab1

b2

b2

b1

25

6

a1 a1

1

d


129/200






130/200


131/200


Pro%er$i Kolom :









Pro%er$i Pile Ca% :











Pro%er$i Pile :


ebar = 0 mm

Tipe Ponda$i P =

B' DATA KELUARAN



unit jara# G meter

9umla tiang dalam $atu group tiang = tiang &imen$i pile "ap G


Tiang (%) (2) (1) (0) (1) (2) (%) = 00 mm

9umla 0 0 2 0 2 0 0 = 1%0 mm0 0 1.2 0 1.2 0 0 = %00 mm

0.00 0.00 0.0 0.00 0.0 0.00 0.00 = 00 mm


Tiang (%) (2) (1) (0) (1) (2) (%) = %00 mm

9umla 0 0 2 0 2 0 0

>< 0 0 1.2 0 1.2 0 0

0.00 0.00 0.0 0.00 0.0 0.00 0.00




8raian Kode 9 ! " 9 ! "J 9 ! " 9 ! "J

( - ) ( - ) (mm) (mm2) (mm%) (mm%) (mm%) (mm%)

&alam 1 ,2 %,02,21 1.%@?0 1.%@?0 1.%@?0 1.%@?0Tepi 1 2 %,2 2,21,1 1.0@?0 .2@?0 1.1@?0 1.1@?0

Tepi 2 % %,2 2,21,1 1.1@?0 1.1@?0 1.0@?0 .2@?0

Pojo# 2,1 1,1,1 .@?0 2.@?0 .@?0 2.@?0

ing#aran 0 0 0.0@?00 0.0@?00 0.0@?00 0.0@?00

B'- KOMBINASI BEBAN



or#ing 1 1 0 0 1 1 1 0.%

8ltimate 1. 0 0 0 1.2 0. 1.1 0.%%

1.2 1. 0 0 1.2 0. 0.%% 1.1


= 2.0 MPa= 0.

a1

a2>* 1

>n* b1

b2

2

>n<

bo A"


d!2

a#$i dua ara

a # $ i $ a t u a r a -

b*

b<

a1 a2 a1

b1

b2

b1

5

6

2

1

d


132/200



133/200



1. A#$i 4atu Ara


, untu# bidang ge$e ara $umbu 5 = 1,2 ton

, untu# bidang ge$e ara

Pile Rawabuaya

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Transcript of Pile Rawabuaya