Analisis Beban Pier Fix

8/16/2019 Analisis Beban Pier Fix

1/105

7.001.502.0019.000.200.100.300.052.10

2.751.8040.00

25.024.022.09.8

ANALISIS BEBAN PJEMBATAN SRANDAKAN KULON PROGO D.I. YOGYA

[C2008

A. DATA STRUKTUR ATAS

#2 #1 #3 #1 #2

$%&$&'% ($ )#'* + $$, '-'* ($)#'* + $',

-*'# ($)#'* + $-, $- $'$$

-'/'%'/) -*'#

'%)% #

'6%''

- - - - - - - - -

STRUKTUR ATAS

URAIAN DIMENSI NOTASI DIMENSI SATUAN

L)#'% '*'/ ('*% *'*"*/$'-, #1 L)#'% $%&$&'% ()'*'/ ', #

2

L)#'% )'/ ()-' '*%, #3

L)#'% $&$'* )#'$'/ # T)#'* -*'# *'/$' )#'$'/ $

-

T)#'* *'-'/ '-'* : &;)%*'< $'

T)#'* $%&$&'% = )'/ $$ T)#'* )/'/'/ '% '/ $

T/ %)% %'$)'/ #

T/ #'/ -'/ )#'$'/ ' J'%' '/$'%' #'*& %'$)'/ - P'/'/ #)/$'/ )#'$'/ L S)6 G%';$< N=3

B)%'$ #)$&/ #)%$*'/ >+

B)%'$ #)$&/ $' #)%$*'/ (#)$&/ %'#'$, >?+

B)%'$ '-'* >' +B)%'$ )/- '% >

>+


2/105

IERARTA

!MNI"EC


3/105

1

0.30 0.30 3.001.90 0.40 1.502.70 0.751.20 0.75 1018.00 2.20

B. DATA STRUKTUR BA@A (PIER Ba

b3

b2

b

h2h1

a HeadstockBc

Bc

B + h

Bb

B + hLc

' '% #'/%

' '% %'$'"%'$'Column Column

Hr

a h3

h4b4

' '% #'/%

Hbuka air rata-rata

Hb

h Hr

hp

ht Pilecap

B

y

h B

B + h

h

B + h

h

B

B

EADSTOCK DATA SUNGAINOTASI (, NOTASI (, KEDALAMAN AIR NOTASI (,

#1

1

S''$ #'/% %)/'/' #

#2

2

R'$'"%'$' $'/'/ %

#3

3

S$ '%' '*%'/ -/' $)%'' P)%

#4

4 ! + "

B'

'PIER @ALL (COLUMN, TANA DASAR PILE CAP


4/105

18.45.00 1.40 151.20 7.00 52.80

1.20 8.002.00 20.00

NOTASI (, NOTASI (, B)%'$ ;&*) >- + N=3

B B S$ )-) # + "

L

K&)- C + P'

B#

PILE"CAP BAAN STRUKTUR

NOTASI (, NOTASI (, M$ B)$&/K " 300

B

M$ B'' T*'/'/ U " 39

$

B


5/105

1 1.00 1 25.00 3

2 1.21 9 25.00

3 40.00 2 0.00

4 40.00 10 21.10 8

5 40.00 9 3.88 1

13

I. ANALISIS BEBAN KERJA1. BERAT SENDIRI (MS,B)%'$ -)/% ( self weight , ''*' #)%'$ #''/ '/ #''/ )#'$'/


6/105

00.00

72.30

0.00

40.81

9.22

799.33

-)/% #)''/ )/' 2 ''


7/105

'>'.


8/105

1 0.30 0.30 18.00 1 40.50 2.05

2 1.90 0.40 18.00 1 342.00 1.70

3 2.70 0.75 18.00 1 911.25 1.13

4 1.20 0.75 1.0 1 373.50 0.38

5 1.50 0.75 1.0 0.5 233.44 0.50

1900.9

1.024

10.024

1.20 7.00 1 2 2100.00 3.50

7 1.20 7.00 2 395.84 3.50

2495.84

3.500

5.500

14.22

11.885

1.2. BERAT SENDIRI STRUKTUR BA@A

aHeadstock

Hb

Bc

B +h

Bb

B + h

Bc' '% #'/%

Lc Column Column ' '% %'$'"%'$'

Hr

ht Pilecap

By

BERAT EADSTOCK B + h

h

B + h

h

B

B

NO PARAMETER BERAT BAGIAN BERAT(N,

L)/'/ $)%'' '*'- M(# (, (, L (, S') < (,

'"1=2

'"1"

2=2

4:3=2

4=2

2=3H4B)%'$ )'-$& N M

+

L)$' $$ #)%'$ $)%'' '*'- <+ M

= @

+

L)$' $$ #)%'$ $)%'' '-'% 6&/'- F+ <

: L

:

$+

BERAT PIER @ALL (COLUMN,NO PARAMETER BERAT BAGIAN J*' BERAT

(N,L)/'/ M

(# (, (, L (, S') < (,

$=4H2B)%'$ P)% @'** M

+

L)$' $$ #)%'$ $)%'' '*'-


9/105

83.03

581.40

1025.1

140.0

11.72

194.3

7350.00

1385.44

8735.44

Ba

&.-$'$N,

&.-$'$N,

2


10/105

8 1.20 0.80 17.0 1 422.40 1.0

9 .80 0.80 17.0 0.5 119.80 1.47

10 8.00 2.00 20.00 1 8000.00 0.0

919.20

0.752

0.752

1 1900.9

2 2495.84

3 919.20

14015.73

1 13799.33

2 14015.73

27815.0

18195.8

BERAT PILECAPNO PARAMETER BERAT BAGIAN BERAT

(N,L)/'/ $)%'' '*'-

# (, (, L (, S') < (,

:(

$"

,=2

:(

$"

,=3

=2

B)%'$ *)' N M +L)$' $$ #)%'$ $)%'' '*'- <

+ M

= @

+

L)$' $$ #)%'$ $)%'' '-'% 6&/'- F+ <

+

REKAP BERAT SENDIRI STRUKTUR BA@A (PIER,

1.3. BEBAN AKIBAT BERAT SENDIRI (MS,N& J)/- K&/-$%- B)%'$

(N,

)'-$& (P)% )', @+

P)% @'** (C&*/, @

+P*)' @

+

T&$'* #)%'$ -)/% -$%$% #'>' PMS

+N& B)%'$ -)/% PMS

(N,

S$%$% '$'-

S$%$% #'>'

B)#'/ #)%'$ -)/% '' &/'- PMS

+B)#'/ #)%'$ -)/% '' P)% @'** P

MS+


11/105

75.84

1755.31

4800.00

7231.15

M&.-$'$(N,


12/105

1 0.10 7.00 40.00 2 22.00 123

2 0.5 40.00 2 4

3 0.1 40.00 2

4 0.05 19.00 40.00 1 9.80 37

15

12.575

2. BEBAN MATI TAMBAAN (MAB)#'/ '$ $'#''/ ( superimposed dead load , ''*' #)%'$ -)*% #''/


13/105

.00

.00

.00

.40

.40

'%/


14/105

-))%$ !


15/105

40.00

7.00

44.0

3. BEBAN LAJUR D (TD,B)#'/ *'% D $)%% '% #)#'/ $)%#' )%'$' (U/6&%*< D-$%#$) L&', UDL '/#)#'/ '%- (K/6) E) L&', KEL -))%$ $)%*'$ '' G'#'% 1.UDL )/


16/105

*/$'- -))%$ G'#'% 2 '$' /


17/105

504540353025201510

50

40.00

7.00

0.4

3720.00

100 120 140 10 180 200'/ L (,

G'#'% 3. '$&% #)#'/ /'- (DLA,#1

5.50 #1

5.50 100

50

KEL100

50

KEL#1

5.50

100 50

UDL#1

5.50 100

50

UDL

U/$ '%' L +B)-'% #)#'/ *'% D '' P)% !

#1 + DLA +

PTD

+ 2 H [ H L H (5.5 : #, = 2 : H DLA H (5.5 : #, = 2 + N

4. BEBAN PEDESTRIAN = PEJALAN KAKI (TPJ)#'$'/ '*'/ %'


18/105

U/$ A % 10 2 ! + 5 P'

U/$ 10 2 A% 100 2 ! + 5 " 0.033 H ( A " 10 , P'U/$ A 100 2 ! + 2 P'


19/105

' '/ *'-'/


20/105


21/105

'/ )%-'''/ -)#'' #)%$ !


22/105


23/105

40.00

1.50

2

120.00

2

240.00

A + *'- #'/ $%&$&'%


24/105

'$'/ $)%'/$/ '/'/ $&$'* )#'$'/ (L $,. #/'/ '/$'%' #)-'%/


25/105

250

500

13.300

50.00

11.300

550.00

0 120 140 10 180 200 (,

G'#'% 5. G'


26/105

YTB

+ $: L

: ' :

#+ M&)/ '' &/'- '#'$ '


27/105

BH Y

TB+ L)/'/ $)%'' '-'% P)% @'** ! Y?

TB+ L

: ' :

#+ M&)/ '' P)% @


28/105

** '#'$ '


29/105

40.00

2.75

2.00

190.00

2

174.53

12.58

2195.1210.58

184.00

. BEBAN ANGIN (E@,.1. BEBAN ANGIN ARA Y (MELINTANG JEMBATAN,

a

'()1a

Lc

B +h

'()2

B +h

y*(

'()2y*()2y()2

ht

)1

y()1

G'


30/105

9.20

22.08

20.28

T/ #. -'/ -$%$% #'>' L: ' +

A#2

+ 2 H H (L: ', + B)#'/ '// '' -$%$% #'>' !

TE@2

+ 0.000HC>H(

>, HA

#2+ N


31/105


32/105


33/105


34/105


35/105

.0

133.89

4.0

93.32

194.85

2329.01

1939.31

2.00

1.75

80.40

9.20

12.40

104.81

L)/'/ $)%'' &/'- ! YE@2 + $ : (L : ',=2 +M&)/ &/'- '#'$ '// #'>' ! ME@2 + TE@2 H YE@2 + L)/'/ $)%'' '-'% P)% @'** !T&$'* &)/ '' &/'- '#'$ #)#'/ '// !

ME@ + ME@1 : ME@2 +

T&$'* &)/ '' P)% @'** '#'$ #)#'/ '// !

ME@

+ M?E@1

: M?E@2

+

N N NN

N

B)#'/ '%- )%'$' $'#''/ '%' &%-&/$'* '' )%''/ *'/$' )#'$'/ '#'$#)#'/ '// + 1.2

(>, + 1.74 N=

B'/ ;)%$'* H(

>, HA

#+ N


36/105

Y?E@2

+ (L: ',=2 + M&)/ P)% @'** '#'$ '// #'>' ! M?E@2 + TE@2 H Y?E@2 +


37/105

&$'* '


38/105

.00

91.752

4.00

482.13

0.7

L)/'/ $)%'' &/'- !

YE@

+ $: (L

: ',=2 +

M&)/ '' &/'- '#'$ #)#'/ '// !

ME@

+ TE@

H YE@

+L)/'/ $)%'' P)% @'** !

: ',=2 +M&)/ '' P)% @'** '#'$ #)#'/ '// !

E@H Y?

E@+

N N

a

'EW

Lc

h

y*()

y()

ht

7. ALIRAN AIR BENDA ANYUTAN DAN TUMBUKA7.1. ALIRAN AIR7.1.1. GAYA SERET ARA Y (MELINTANG JEMBATAN,

G'


39/105

3.0=)$

ha

a

Lc

B + h

B + h

' '% #'/

Hb '(

'(

%

ht

y*(

y(

hp


40/105

10

3.00

1.20

7.31

23.03

3.500

80.0

1.500

34.54

0.9

S$ '%' '*%'/ $)%'' P)% ! +

K)'*''/ '% #'/% #+

L)#'% P)% $)' *%- '*%'/ +

L'- %&


41/105

12.4037.77

152.98

3.500

535.44

1.500

229.48

1.04

c

h

Hb

'(

Bb

B y*(+h

B

(

ht

h

L)#'% P)% -)''% '*%'/ 2 H (B : , + L'- %&


42/105

1.20

20.00

24.37

114.053

4.2

0.075470.40

470.40

4.400

209.7

2.400

1128.9

7.2.2. TUMBUKAN DENGAN BATANG KAYUG'


43/105

! TE + 0.5 H CD H ' H AD + L)/'/ $)%'' &/'- ! YE + #=2

'% #'/% (2,


44/105

/ AL+

#H 2 H (B : , = &- ! + G'


45/105

T&/

/ '% ! ME

+ TE

H YE

+ L)/'/ $)%'' P)% @'** ! Y?E

+ #"


46/105

: $ + M&)/ '' &/'- '#'$ '*%'/ '% ! ME + TE H YE + L)/'/ $)%'' P)%


47/105

'H A

L+ L)/'/ $)%'' &/'- ! Y

E+

#=2 :

$+ M&)/ '' &/

B+ L = 2 +


48/105

=2 + M&)/ '' P)% @'** '#'$ '*%'/ '% ! M

E+ T

EH Y?

E+


49/105

'** ! Y?E + #=2 + M&)/ '' P)% @'** '#'$ '*%'/ '% ! M


50/105

- '#'$ '*%'/ '% ! ME

+ TE

H YE

+ L)/'/ $)%'' P)% @'** !


51/105


52/105

E + TE H Y?E +


53/105

Y?E

+ #=2 +


54/105


55/105

8. BEBAN GEMPA (E,8.1. BEBAN GEMPA STATIK EKIALENB)#'/ )' %)/'/' $/ )/'/ %- ! TE + KH I H

)/'/ K+ C H S

TE

+ G'*'


56/105

$

K&)6-)/ #)#'/ )' &%-&/$'*

'/ '$ $'#''/

$'% '/ &/- $'/' S + '$&% $) -$%$%


57/105


58/105

8.1.1. BEBAN GEMPA ARA (MEMANJANG JEMBATAN,

hah

+ h

B

B a

'(c

h

y*(

y(+ h

B

hth

2

4

MP' MP' P' N= =)$2 N

N N N N


59/105

14.22

1.20

11.885

7.00

1.71143

24.9

23453

23452953

35103

9.81

13799.33

1900.9

1247.92

152.40

1800.34

0.417

0.17

)$

L'- )/''/ P)% @'** A + 2 H ( B H : $=4 H 2 , +T)#'* )/''/ P)% @'** +

L)#'% )/''/ P)% @'** );'*)/ B)+ A = +

T/ P)% @'** L +I/)%-' )/''/ P)% @'** I + 1= 12 H B H 3 + M$ #)$&/ K " 300 6 ? + 0.83 H K = 10 +

M&*- )*'-$- #)$&/ E + 4700 H Q 6 ? +E

+

3

H HP)%)'$'/ %'6$'- +

B)%'$ -)/% -$%$% '$'- PMS(-$% '$'-,

+B)%'$ -)/% )' -$& PMS()' -$&, +

S)'%& #)%'$ P)% @'** 1=2 H PMS()% >'**, +B)#'/ '$ $'#''/ -$%$% '$'- PMA

+B)%'$ $&$'* -$%$% @

$+ P

MS($&$'*,: P

MA+

@'$ )$'% '*' -$%$% T + 2 H $ H , [ @$= ( H K

P, +

K&/- $'/' '-'% $)%'- -)'/ (),. L&'- >*'


60/105


61/105

C +


62/105

1

1.225

1.225

0.20825

1.0

0.20825

1 13799.33 2873.71 12.575

2 152.40 344.11 12.575

3 1900.9 395.82 10.024

4 2495.84 519.7 5.500

5 919.20 2003.20 0.75213.0

7.952

5.952

3523.18

+ 6'$&% )%'/''// + *' -)/ *'-$-


63/105

B + h B + h

ht

y(

y*(

hp


64/105

313.91

4327.21

397.9

2858.7

1505.894879.37

'%$)% '/ )#'$'/ '/' $)%''$ %&$) '*$)%/'$6 '' '#* 6'$&%

TE

HF(N,


65/105


66/105

17.878

3.4E:07

0.042

0.18

1.225

1.0

0.2205

0.2205

1 13799.33 3042.75 12.575

2 152.40 34.35 12.575

3 1900.9 419.10 10.024

4 2495.84 550.33 5.500

5 919.20 2121.03 0.752

497.57

7.952

5.952

3871.0

9.8

1.50

0.20825

1.0

D'% %;' &)6-)/ )-)% '-'% '' G'#'% )%&*) !

4

N= )$I/)%-' )/''/ P)% @'** I + 1= 12 H HN*' )''/ K + 3 H E H I = L 3 +

@'$ )$'% '*' -$%$% T + 2 H $ H , [ @$

= ( H KP

, +K&)6-)/ )-)% '-'% C +'$&% $) -$%$% S + 1.0 H +'$&% ))/$/'/ I +K&)6-)/ #)#'/ )' &%-&/$'* K

+ C H S +

G' H B H % 2

3

>>+ N=3

%+ )'*''/ '% %'$'"%'$' (, % +

B + *)#'% )%


67/105


68/105

12.40

33.03

2.750

90.82

0.750

24.77

8.2.1. TEKANAN AIR AKIBAT GEMPA ARA (MEMANJANG JEMBATAN,

L)#'% P)% '%' )'/'/ )#'$'/ B+ 2 H ( B : , +

T)'/'/ '% *'$)%'* TE

+ 0.58 H KH I H >

>H B

H

%+ L)/'/ $)%'' &/'-

N N N

ha

a

Lc

h

' '% %'$'"%'$'

Hr '(

ht

y(

8.2.1. TEKANAN AIR AKIBAT GEMPA ARA Y (MELINTANG JEMBATAN,

ha

a

Lc ' '% %'$'"%'$'B +h

' '% %'$'"%'$'

HrB +h

'( '(


69/105

2.40

.39

2.75

17.58

0.75

4.79

ht

L)#'% P)% '%' )*/$'/ )#'$'/ B + 2 H +

T)'/'/ '% *'$)%'* TE

+ 0.58 H KH I H >

>H B

H

%+ L)/'/ $)%'' &/'-

N N N

9. GAYA GESEK (B, DAN PENGARU TEMPERATUR (ET

G'


70/105

YE

+ %=2 :

$+ M&)/ '' &/'- '#'$ $)'/'/ '% M

E+ T

EHY

E


71/105

YE

+ %=2 :

$+ M&)/ '' &/'- '#'$ $)'/'/ '% M

E+ T

EHY

E


72/105

+ L)/'/ $)%'' P)% @'** Y?

E+

%=2 + M&)/ '' P)% @'** '


73/105

+ L)/'/ $)%'' P)% @'** Y?

E+

%=2 + M&)/ '' P)% @'** '


74/105

#'$ $)'/'/ '% *'$)%'* ME

+ TE

HY?E

+


75/105

#'$ $)'/'/ '% *'$)%'* ME

+ TE

HY?E

+


76/105

1 27815.02 152.40

4 3720.00

5 240.00

500.00 50.00

7 152.98 23.03 535.44

8 470.40

9 80.40 104.81 194.85 91.7510 13.0 497.57 4879.37

11 33.03 .39 90.82

1 27815.0

2 152.40

4 3720.00

5 240.00

7

8

9

10

1133427.4 0 0 0

10. KOMBINASI BEBAN KERJAREKAP BEBAN KERJA PADA PIER )%$'* &%-&/$'*

N& A- = B)#'/ K&) P(N,

T(N,

T<(N,

M(N,

A- T)$'

B)%'$ -)/% MSB)#. '$ $'#''/ MA

B)#'/ L'*"*/$'-

B)#'/ *'% D TD

B)#'/ ))-$%'/ TP

G'


77/105

80.0

209.7

2329.0151.75

17.58

0

&)/

M<(N,

&)/

M<(N,


78/105

1 27815.0

2 152.40

4 3720.00

5 240.00

7 152.98 23.03 535.44

8 470.40

9

1011

33427.4 152.9842 493.4299 535.445

1 27815.0

2 152.40

4 3720.00

5 240.00

500.00 50.00

7 152.98 23.03 535.44

8 470.40

9 80.40 104.81 194.85 91.75

10

11 33508.1 757.7952 88.2784 7877.2

KOMBINASI " 2 )%$'* &%-&/$'*N& A- = B)#'/ K&) P

(N,T

(N,T<

(N,M

(N,

A- T)$'

B)%'$ -)/% MS

B)#. '$ $'#''/ MAB)#'/ L'*"*/$'-

B)#'/ *'% D TD

B)#'/ ))-$%'/ TP

G'


79/105

80.0

209.7

2150.35

80.0

209.7

2329.01

4479.37

&)/

M<(N,

&)/

M<(N,


80/105

1 27815.0

2 152.40

4

5

7

8

9

10 13.0 497.57 4879.3711 33.03 .39 90.82

2947.4 19.23 503.9 48887.2

1 0 33427.4 0.00 0.00 0.00

2 25 33427.4 152.98 493.43 535.44

3 40 33508.10 757.80 88.28 7877.20

4 50 2947.4 19.2 503.97 48887.19

KOMBINASI " 4 )%$'* &%-&/$'*N& A- = B)#'/ K&) P

(N,T

(N,T<

(N,M

(N,

A- T)$'

B)%'$ -)/% MS

B)#. '$ $'#''/ MAB)#'/ L'*"*/$'-

B)#'/ *'% D TD

B)#'/ ))-$%'/ TP

G'


81/105

51.7517.58

5184.33

0.00

2150.3

4479.38

5184.33

&)/

M<(N,

M<(N,


82/105

4

1 0 33427.4 0.00 133709.8

2 25 33427.4 535.44 17137.3 312.15

3 40 33508.10 7877.20 18745.3 23.82

4 50 2947.4 48887.19 17804.7 3.2

10.00

11. KONTROL STABILITAS GULING11.1. STABILITAS GULING ARA MEMANJANG JEMBATANL)$' $$ */ A (/ 6&/'-, $. -'$ 6&/'- !

B= 2 +

. persen kelebihan beban yan/ dii0inkan ha

M

+ &)/ )/


83/105


84/105

1 0 33427.4 0.00 334274.

2 25 33427.4 2150.3 417843.2 194.31

3 40 33508.10 4479.38 49113.4 104.73

4 50 2947.4 5184.33 442011.9 8.55

15

5

8.00

20.00

M&)/ )/''/ */ !

M+ P H (B

<= 2, H (1 : ,

A/' ''/ $)%'' */ !

S + M = M< '%- & 2.2

ha

aLc

B + h

PB + h

6y

ht

B

'y

y

N& K&#/'- B)#'/ P

(N,

M<

(N,

M

(N,

S

K&#/'- " 1

K&#/'- " 2

K&#/'- " 3

K&#/'- " 4

13. KONTROL STABILITAS GESER13.1. STABILITAS GESER ARA MEMANJANG JEMBATAN

a

P'%')$)% $'/' '-'% P*)"' !S$ )-) # +K&)- C +U%'/ '-'% P*)"' !" a

P'Lc

h

P

B+

B< + . persen kelebihan beban yan/ dii0inkan 6


85/105

T

. /aya penyebab /eser '

G'


86/105

K)$)%'/

2.2 (OK,

2.2 (OK,

2.2 (OK,


87/105


88/105

1 0 0.00 33427.4 975.8

2 25 152.98 33427.4 1219.08 79.72

3 40 757.80 33508.10 1389.85 18.07

4 50 19.2 2947.4 13043.7 2.11

15 8.00

5 20.00

1 0 0.00 33427.4 975.8

2 25 493.43 33427.4 1219.08 24.72

3 40 88.28 33508.10 1389.85 19.89

4 50 503.97 2947.4 13043.7 2.01

N& K&#/'- B)#'/ T

(N,P

(N,

(N,S K)$)%'/

K&#/'- " 1

K&#/'- " 2 1.1 (O

K&#/'- " 3 1.1 (O

K&#/'- " 4 1.1 (O

13.1. STABILITAS GESER ARA MELINTANG JEMBATANP'%')$)% $'/' '-'% P*)"' ! U%'/ '-'% P*)"' !S$ )-) # + " B + K&)- C + P' B

<+

+ )%-)/ )*)#'/ #)#'/


89/105

,

,

,

,

,

,


90/105

1 27815.0

2 152.40

3 3720.00

4 240.00

5 500.00 50.00

152.98 23.03 535.44

7 470.40

8 80.40 104.81 194.85 91.75

9 13.0 497.57 4879.3710 33.03 .39 90.82

1 1.30 3159.58

2 2.00 3304.80

3 2.00 7440.00

4 2.00 480.00

5 2.00 1000.00 13300.00

1.00 152.98 23.03 535.44

7 1.00 470.40

8 1.20 9.77 125.77 233.82 830.10

9 1.00 13.0 497.57 4879.37

10 1.00 33.03 .39 90.82

II. ANALISIS BEBAN ULTIMIT1. PILECAP1.1. BEBAN ULTIMIT PILECAP

BEBAN KERJA PILE CAP

N& A- = B)#'/ K&)

B)#'/

P

(N,

T

(N,

T<

(N,

M

(N,B)%'$ -)/% MS

B)#. '$ $'#''/ MA

B)#'/ *'% D TD

B)#'/ ))-$%'/ TP

G'


91/105

80.0

209.7

2329.01

51.7517.58

80.0

209.7

2794.81

51.75

17.58

M<

(N,

M<

(N,


92/105

1 1.30 3159.58

2 2.00 3304.803 2.00 7440.00

4 2.00 480.00

5 2.00 1000.00 13300.00

1.00 152.98 23.03 535.44

7 1.00 470.40

8

9

10

47384.38 1152.98 493.43 13835.44

1 1.30 3159.58

2 2.00 3304.80

3 2.00 7440.00

4

5 2.00 1000.00 13300.00

7

8 1.20 9.77 125.77 233.82 830.10

9

10

47001.14 1125.77 233.82 14130.10

1.2. KOMBINASI BEBAN ULTIMIT PILE CAPKOMBINASI " 1

N& A- = B)#'/ '$&% B)#'/

P

(N,

T

(N,

T<

(N,

M

(N,

B)%'$ -)/%

B)#. '$ $'#''/B)#'/ *'% D

B)#'/ ))-$%'/

G'


93/105

80.0

209.7

2150.3

2794.81

2794.81

M<

(N,

M<

(N,


94/105

1 1.30 3159.58

2 2.00 3304.80

3 2.00 7440.004 2.00 480.00

5

1.00 152.98 23.03 535.44

7 1.00 470.40

8 1.20 9.77 125.77 233.82 830.10

9

10

47481.14 278.7 727.25 135.55

1 1.30 3159.58

2 2.00 3304.80

3 2.00 7440.00

4 2.00 480.00

5 2.00 1000.00 13300.00

1.00 152.98 23.03 535.44

7 1.00 470.408 1.20 9.77 125.77 233.82 830.10

9

10

47481.14 1278.7 727.25 145.55

KOMBINASI " 3

N& A- = B)#'/ '$&% B)#'/

P(N,

T

(N,

T<

(N,

M

(N,

B)%'$ -)/%

B)#. '$ $'#''/

B)#'/ *'% DB)#'/ ))-$%'/

G'


95/105

80.0

209.7

2794.81

4945.18

80.0

209.72794.81

4945.18

M<

(N,

M<

(N,


96/105

1 1.30 3159.58

2 2.00 3304.80

34

5

7

8

9 1.00 13.0 497.57 4879.37

10 1.00 33.03 .39 90.82

3944.38 19.2 48887.19

1 47384.38 1152.98 493.43 13835.44

2 47001.14 1125.77 233.82 14130.10

3 47481.14 278.7 727.25 135.55

4 47481.14 1278.7 727.25 145.55

5 3944.38 19.2 503.97 48887.19

KOMBINASI " 5

N& A- = B)#'/ '$&% B)#'/

P(N,

T

(N,

T<

(N,

M

(N,

B)%'$ -)/%

B)#. '$ $'#''/

B)#'/ *'% DB)#'/ ))-$%'/

G'


97/105

51.75

17.58

5184.33

2150.3

2794.81

4945.18

4945.18

5184.33

M<

(N,

M<

(N,


98/105

1 18195.82 152.40

3 3720.00

4 240.00

5 500.00 550.00

152.98 23.03 229.48

7 470.40

8 80.40 104.81 194.85 482.13

9 13.0 497.57 3523.18

10 33.03 .39 24.77

1 1.30 2354.2

2 2.00 3304.80

3 2.00 7440.00

4 2.00 480.00

5 2.00 1000.00 11300.00

1.00 152.98 23.03 229.487 1.00 470.40

8 1.20 9.77 125.77 233.82 578.5

9 1.00 13.0 497.57 3523.18

10 1.00 33.03 .39 24.77

2. PIER @ALL (DINDING PILAR,2.1. BEBAN ULTIMIT PIER @ALL

BEBAN KERJA PIER @ALL

N& A- = B)#'/ K&)B)#'/

P(N,

T

(N,T

<

(N,M

(N,

B)%'$ -)/% MSB)#. '$ $'#''/ MA

B)#'/ *'% D TD

B)#'/ ))-$%'/ TP

G'


99/105

34.54

1128.9

1939.31

3871.0

4.79

34.541128.9

2327.18

3871.0

4.79

M<

(N,

M<

(N,


100/105

1 1.30 2354.2

2 2.00 3304.803 2.00 7440.00

4 2.00 480.00

5 2.00 1000.00 11300.00

1.00 152.98 23.03 229.48

7 1.00 470.40

8

9

10

34879.42 1152.98 493.43 11529.48

1 1.30 2354.2

2 2.00 3304.80

3 2.00 7440.00

4

5 2.00 1000.00 11300.00

7

8 1.20 9.77 125.77 233.82 578.5

9

10

3449.18 1125.77 233.82 11878.5

2.2. KOMBINASI BEBAN ULTIMIT PIER @ALLKOMBINASI " 1

N& A- = B)#'/ '$&% B)#'/

P

(N,

T

(N,

T<

(N,

M

(N,

B)%'$ -)/%

B)#. '$ $'#''/B)#'/ *'% D

B)#'/ ))-$%'/

G'


101/105

34.54

1128.9

113.50

2327.18

2327.18

M<

(N,

M<

(N,


102/105

1 1.30 2354.2

2 2.00 3304.80

3 2.00 7440.004 2.00 480.00

5

1.00 152.98 23.03 229.48

7 1.00 470.40

8 1.20 9.77 125.77 233.82 578.5

9

10

3497.18 278.7 727.25 808.03

1 1.30 2354.2

2 2.00 3304.80

3 2.00 7440.00

4 2.00 480.00

5 2.00 1000.00 11300.00

1.00 152.98 23.03 229.48

7 1.00 470.408 1.20 9.77 125.77 233.82 578.5

9

10

3497.18 1278.7 727.25 12108.03

KOMBINASI " 3

N& A- = B)#'/ '$&% B)#'/

P(N,

T

(N,

T<

(N,

M

(N,

B)%'$ -)/%

B)#. '$ $'#''/

B)#'/ *'% DB)#'/ ))-$%'/

G'


103/105


104/105

1 1.30 2354.2

2 2.00 3304.80

34

5

7

8

9 1.00 13.0 497.57 3523.18

10 1.00 33.03 .39 24.77

2959.42 19.2 503.97 3547.95

1 34879.42 1152.98 493.43 11529.48

2 3449.18 1125.77 233.82 11878.5

3 3497.18 278.7 727.25 808.03

4 3497.18 1278.7 727.25 12108.03

5 2959.42 19.2 503.97 3547.95

KOMBINASI " 5

N& A- = B)#'/ '$&% B)#'/

P(N,

T

(N,

T<

(N,

M

(N,

B)%'$ -)/%

B)#. '$ $'#''/

B)#'/ *'% DB)#'/ ))-$%'/

G'


105/105

3871.0

4.79

387.39

113.50

2327.18

3490.8

3490.8

387.39

M<

(N,

M<

(N,

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