analisis beban pier fix
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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)%'$ )/- '% >
>+
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IERARTA
!MNI"EC
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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
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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
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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 , ''*' #)%'$ #''/ '/ #''/ )#'$'/
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00.00
72.30
0.00
40.81
9.22
799.33
-)/% #)''/ )/' 2 ''
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'>'.
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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)$' $$ #)%'$ $)%'' '*'- <+ M
= @
+
L)$' $$ #)%'$ $)%'' '-'% 6&/'- F+ <
: L
:
$+
BERAT PIER @ALL (COLUMN,NO PARAMETER BERAT BAGIAN J*' BERAT
(N,L)/'/ M
(# (, (, L (, S') < (,
$=4H2B)%'$ P)% @'** M
+
L)$' $$ #)%'$ $)%'' '*'-
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83.03
581.40
1025.1
140.0
11.72
194.3
7350.00
1385.44
8735.44
Ba
&.-$'$N,
&.-$'$N,
2
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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+
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75.84
1755.31
4800.00
7231.15
M&.-$'$(N,
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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)#'/ '$ $'#''/ ( superimposed dead load , ''*' #)%'$ -)*% #''/
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.00
.00
.00
.40
.40
'%/
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-))%$ !
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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 )/
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*/$'- -))%$ G'#'% 2 '$' /
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504540353025201510
50
40.00
7.00
0.4
3720.00
100 120 140 10 180 200'/ L (,
G'#'% 3. '$&% #)#'/ /'- (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)#'$'/ '*'/ %'
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U/$ A % 10 2 ! + 5 P'
U/$ 10 2 A% 100 2 ! + 5 " 0.033 H ( A " 10 , P'U/$ A 100 2 ! + 2 P'
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' '/ *'-'/
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'/ )%-'''/ -)#'' #)%$ !
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40.00
1.50
2
120.00
2
240.00
A + *'- #'/ $%&$&'%
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'$'/ $)%'/$/ '/'/ $&$'* )#'$'/ (L $,. #/'/ '/$'%' #)-'%/
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250
500
13.300
50.00
11.300
550.00
0 120 140 10 180 200 (,
G'#'% 5. G'
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YTB
+ $: L
: ' :
#+ M&)/ '' &/'- '#'$ '
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BH Y
TB+ L)/'/ $)%'' '-'% P)% @'** ! Y?
TB+ L
: ' :
#+ M&)/ '' P)% @
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** '#'$ '
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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'
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9.20
22.08
20.28
T/ #. -'/ -$%$% #'>' L: ' +
A#2
+ 2 H H (L: ', + B)#'/ '// '' -$%$% #'>' !
TE@2
+ 0.000HC>H(
>, HA
#2+ N
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.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
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Y?E@2
+ (L: ',=2 + M&)/ P)% @'** '#'$ '// #'>' ! M?E@2 + TE@2 H Y?E@2 +
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&$'* '
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.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'
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3.0=)$
ha
a
Lc
B + h
B + h
' '% #'/
Hb '(
'(
%
ht
y*(
y(
hp
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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'- %&
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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'- %&
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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'
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! TE + 0.5 H CD H ' H AD + L)/'/ $)%'' &/'- ! YE + #=2
'% #'/% (2,
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/ AL+
#H 2 H (B : , = &- ! + G'
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T&/
/ '% ! ME
+ TE
H YE
+ L)/'/ $)%'' P)% @'** ! Y?E
+ #"
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: $ + M&)/ '' &/'- '#'$ '*%'/ '% ! ME + TE H YE + L)/'/ $)%'' P)%
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'H A
L+ L)/'/ $)%'' &/'- ! Y
E+
#=2 :
$+ M&)/ '' &/
B+ L = 2 +
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=2 + M&)/ '' P)% @'** '#'$ '*%'/ '% ! M
E+ T
EH Y?
E+
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'** ! Y?E + #=2 + M&)/ '' P)% @'** '#'$ '*%'/ '% ! M
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- '#'$ '*%'/ '% ! ME
+ TE
H YE
+ L)/'/ $)%'' P)% @'** !
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E + TE H Y?E +
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Y?E
+ #=2 +
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8. BEBAN GEMPA (E,8.1. BEBAN GEMPA STATIK EKIALENB)#'/ )' %)/'/' $/ )/'/ %- ! TE + KH I H
)/'/ K+ C H S
TE
+ G'*'
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$
K&)6-)/ #)#'/ )' &%-&/$'*
'/ '$ $'#''/
$'% '/ &/- $'/' S + '$&% $) -$%$%
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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= =)$2 N
N N N N
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14.22
1.20
11.885
7.00
1.71143
24.9
23453
23452953
35103
9.81
13799.33
1900.9
1247.92
152.40
1800.34
0.417
0.17
)$
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&/- $'/' '-'% $)%'- -)'/ (),. L&'- >*'
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C +
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1
1.225
1.225
0.20825
1.0
0.20825
1 13799.33 2873.71 12.575
2 152.40 344.11 12.575
3 1900.9 395.82 10.024
4 2495.84 519.7 5.500
5 919.20 2003.20 0.75213.0
7.952
5.952
3523.18
+ 6'$&% )%'/''// + *' -)/ *'-$-
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B + h B + h
ht
y(
y*(
hp
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313.91
4327.21
397.9
2858.7
1505.894879.37
'%$)% '/ )#'$'/ '/' $)%''$ %&$) '*$)%/'$6 '' '#* 6'$&%
TE
HF(N,
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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 + *)#'% )%
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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)/'/ $)%'' &/'-
N N N
ha
a
Lc
h
' '% %'$'"%'$'
Hr '(
ht
y(
8.2.1. TEKANAN AIR AKIBAT GEMPA ARA Y (MELINTANG JEMBATAN,
ha
a
Lc ' '% %'$'"%'$'B +h
' '% %'$'"%'$'
HrB +h
'( '(
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2.40
.39
2.75
17.58
0.75
4.79
ht
L)#'% P)% '%' )*/$'/ )#'$'/ B + 2 H +
T)'/'/ '% *'$)%'* TE
+ 0.58 H KH I H >
>H B
H
%+ L)/'/ $)%'' &/'-
N N N
9. GAYA GESEK (B, DAN PENGARU TEMPERATUR (ET
G'
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YE
+ %=2 :
$+ M&)/ '' &/'- '#'$ $)'/'/ '% M
E+ T
EHY
E
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YE
+ %=2 :
$+ M&)/ '' &/'- '#'$ $)'/'/ '% M
E+ T
EHY
E
-
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+ L)/'/ $)%'' P)% @'** Y?
E+
%=2 + M&)/ '' P)% @'** '
-
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+ L)/'/ $)%'' P)% @'** Y?
E+
%=2 + M&)/ '' P)% @'** '
-
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#'$ $)'/'/ '% *'$)%'* ME
+ TE
HY?E
+
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#'$ $)'/'/ '% *'$)%'* ME
+ TE
HY?E
+
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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)#'/ ))-$%'/ TP
G'
-
8/16/2019 Analisis Beban Pier Fix
77/105
80.0
209.7
2329.0151.75
17.58
0
&)/
M<(N,
&)/
M<(N,
-
8/16/2019 Analisis Beban Pier Fix
78/105
1 27815.0
2 152.40
4 3720.00
5 240.00
7 152.98 23.03 535.44
8 470.40
9
1011
33427.4 152.9842 493.4299 535.445
1 27815.0
2 152.40
4 3720.00
5 240.00
500.00 50.00
7 152.98 23.03 535.44
8 470.40
9 80.40 104.81 194.85 91.75
10
11 33508.1 757.7952 88.2784 7877.2
KOMBINASI " 2 )%$'* &%-&/$'*N& A- = B)#'/ K&) P
(N,T
(N,T<
(N,M
(N,
A- T)$'
B)%'$ -)/% MS
B)#. '$ $'#''/ MAB)#'/ L'*"*/$'-
B)#'/ *'% D TD
B)#'/ ))-$%'/ TP
G'
-
8/16/2019 Analisis Beban Pier Fix
79/105
80.0
209.7
2150.35
80.0
209.7
2329.01
4479.37
&)/
M<(N,
&)/
M<(N,
-
8/16/2019 Analisis Beban Pier Fix
80/105
1 27815.0
2 152.40
4
5
7
8
9
10 13.0 497.57 4879.3711 33.03 .39 90.82
2947.4 19.23 503.9 48887.2
1 0 33427.4 0.00 0.00 0.00
2 25 33427.4 152.98 493.43 535.44
3 40 33508.10 757.80 88.28 7877.20
4 50 2947.4 19.2 503.97 48887.19
KOMBINASI " 4 )%$'* &%-&/$'*N& A- = B)#'/ K&) P
(N,T
(N,T<
(N,M
(N,
A- T)$'
B)%'$ -)/% MS
B)#. '$ $'#''/ MAB)#'/ L'*"*/$'-
B)#'/ *'% D TD
B)#'/ ))-$%'/ TP
G'
-
8/16/2019 Analisis Beban Pier Fix
81/105
51.7517.58
5184.33
0.00
2150.3
4479.38
5184.33
&)/
M<(N,
M<(N,
-
8/16/2019 Analisis Beban Pier Fix
82/105
4
1 0 33427.4 0.00 133709.8
2 25 33427.4 535.44 17137.3 312.15
3 40 33508.10 7877.20 18745.3 23.82
4 50 2947.4 48887.19 17804.7 3.2
10.00
11. KONTROL STABILITAS GULING11.1. STABILITAS GULING ARA MEMANJANG JEMBATANL)$' $$ */ A (/ 6&/'-, $. -'$ 6&/'- !
B= 2 +
. persen kelebihan beban yan/ dii0inkan ha
M
+ &)/ )/
-
8/16/2019 Analisis Beban Pier Fix
83/105
-
8/16/2019 Analisis Beban Pier Fix
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
-
8/16/2019 Analisis Beban Pier Fix
85/105
T
. /aya penyebab /eser '
G'
-
8/16/2019 Analisis Beban Pier Fix
86/105
K)$)%'/
2.2 (OK,
2.2 (OK,
2.2 (OK,
-
8/16/2019 Analisis Beban Pier Fix
87/105
-
8/16/2019 Analisis Beban Pier Fix
88/105
1 0 0.00 33427.4 975.8
2 25 152.98 33427.4 1219.08 79.72
3 40 757.80 33508.10 1389.85 18.07
4 50 19.2 2947.4 13043.7 2.11
15 8.00
5 20.00
1 0 0.00 33427.4 975.8
2 25 493.43 33427.4 1219.08 24.72
3 40 88.28 33508.10 1389.85 19.89
4 50 503.97 2947.4 13043.7 2.01
N& K&#/'- B)#'/ T
(N,P
(N,
(N,S K)$)%'/
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
<+
+ )%-)/ )*)#'/ #)#'/
-
8/16/2019 Analisis Beban Pier Fix
89/105
,
,
,
,
,
,
-
8/16/2019 Analisis Beban Pier Fix
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'
-
8/16/2019 Analisis Beban Pier Fix
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,
-
8/16/2019 Analisis Beban Pier Fix
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'
-
8/16/2019 Analisis Beban Pier Fix
93/105
80.0
209.7
2150.3
2794.81
2794.81
M<
(N,
M<
(N,
-
8/16/2019 Analisis Beban Pier Fix
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'
-
8/16/2019 Analisis Beban Pier Fix
95/105
80.0
209.7
2794.81
4945.18
80.0
209.72794.81
4945.18
M<
(N,
M<
(N,
-
8/16/2019 Analisis Beban Pier Fix
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'
-
8/16/2019 Analisis Beban Pier Fix
97/105
51.75
17.58
5184.33
2150.3
2794.81
4945.18
4945.18
5184.33
M<
(N,
M<
(N,
-
8/16/2019 Analisis Beban Pier Fix
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'
-
8/16/2019 Analisis Beban Pier Fix
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,
-
8/16/2019 Analisis Beban Pier Fix
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'
-
8/16/2019 Analisis Beban Pier Fix
101/105
34.54
1128.9
113.50
2327.18
2327.18
M<
(N,
M<
(N,
-
8/16/2019 Analisis Beban Pier Fix
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'
-
8/16/2019 Analisis Beban Pier Fix
103/105
-
8/16/2019 Analisis Beban Pier Fix
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'
-
8/16/2019 Analisis Beban Pier Fix
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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