PT. TRIMANTARA UNGGUL PERKASA
Pendahuluan.
Analisis struktur Jembatan Girder Baja dilakukan dilakukan dengan software software SAP2000 SAP2000 yang berbasis elemen hingga (finite element) untuk berbagai kombinasi pembebanan yg meliputi berat sendiri (MS), beban mati tambahan (MA), beban lalu-lintas kendaraan, beban pedestrian (TP), dan dengan pemodelan struktur 3-D. Metode analisis yang digunakan adalah analisis linier metode matriks kekakuan langsung (direct stiffness matriks) dengan deformasi struktur kecil dan material isotropic.
Pembebanan : Dalam perencanaan Pembebanan , pembebanan yang diberlakukan pada jalan raya mengacu pada standard “ RSNI – T – 02 – 2005 Pembebanan Untuk Jembatan “ Standart ini menetapkan beberapa ketentuan pembebanan dan aksi – aksi yang akan digunakan dalam perencanaan Jembatan Jalan Raya termasuk pejalan kaki dan bangunan sekunder yang terkait dalam jembatan. Standart pembebanan yang dilakukan dalam Perencanaan : a. Beban Mati Meliputi berat sendiri dan beban mati tambahan ( Super Dead Load , SDL ) Berat sendiri merupakan berat struktur itu sendiri ( Girder Memanjang , Melintang dan Plat Beton Bertulang ).
b. Beban Hidup Dalam Standart pembebanan Jembatan untuk Jalan Raya , beban hidup yang bekerja adalah Truk dengan Beban Gandar 50 Ton , namun dalam kasus ini digunakan Beban Real Sebesar 100 ton yang yang terbagi dalam 3 Titik distribusi distr ibusi Pembebanan untuk
PT. TRIMANTARA UNGGUL PERKASA
memperoleh momen maksimum , maka penempatannya dilokalisir di tengah bentang 2 lajur 2 arah. Combinasi Pembebanan yang dilakukan ada 2 ( dua ) yakni : a. COMBO 1 b. COMBO 2
= 1.4 DL ( Dead Load ) = 1.6 LL ( Live Load )
33 T
33 T
Analisa Perhitungan
DATA JEMBATAN Klasifikasi Klasifika si Jembatan
: Jembatan Hauling
33 T
PT. TRIMANTARA UNGGUL PERKASA
Tipe Jembatan Jumlah bentang Panjang bentang
: Girder Baja : 1 bentang : 16 m
S t r u k t u r A t a s ( Up p e r S t r u c t u r e )
Terdiri atas : Slab lantai kendaraan, dengan Balok Memanjang dan Melintang dengan baja S t r u k t u r b a w a h (S u b S t r u c t u r e )
Terdiri atas Abutment dengan Fondasi Footplat dan Pier dengan sistem fondasi Borpile. 3. Dimensi Jembatan Tebal slab lantai jembatan h = 0.25 m Tebal lapisan aspal + over-lay ta = 0.10 m Tebal genangan air hujan th = 0.05 m Jarak antara balok lantai s = 1.60 m Lebar jalur lalu-lintas b1 = 8.00 m Lebar trotoar b2 = 0.8 m B A H A N S T R U K T UR
Mutu beton : K - 350 Kuat tekan beton fc' = 0.83 * K / 9.81 Modulus elastik Ec = 4700 * √ fc' Angka poisson u = 0.2 Modulus geser G = Ec / [2*(1 + u)] Koefisien muai beton, = 1.0E-05 / ºC Mutu baja : Tegangan leleh baja, fy = 390 MPa
INPUT MATERIAL PROPERTIES
= 29.61 MPa = 25576 MPa = 10657 MPa
PT. TRIMANTARA UNGGUL PERKASA
Input material sesuai dengan Tabel Baja yang berlaku di pasaran Indonesia.Input yang digunakan adalah WF 300 , WF 400 , WF 500 , WF 600 dan WF 800.
PT. TRIMANTARA UNGGUL PERKASA
Input Kombinasi Beban
Analisa Pembebanan 1. BERAT SENDIRI ( MS )
Faktor beban ultimit : KMS = 1.4 ( Combo 1 ) Berat sendiri ( self weight ) adalah berat bahan dan bagian jembatan yang merupakan elemen struktural, ditambah dengan elemen non-struktural yang dipikulnya dan bersifat tetap. Berat sendiri elemen struktural dihitung secara otomatis oleh Program SAP2000. Elemen struktural
PT. TRIMANTARA UNGGUL PERKASA
terdiri dari balok girder memanjang , balok girder melintang ,dan plat lantai jembatan. Berat sendiri yang tidak termasuk elemen struktur adalah aspal + air hujan Beban mati tambahan pada lantai jembatan
No Jenis beban mati tambahan Tebal (m) 1 Lapisan aspal + overlay 2 Genangan air hujan
0.10 0.05
w (kN/m3) 22.00 9.80
Berat (kN/m2) 2.200 0.470
qMA = 2.670 kN/m2
2. Beban Hidup Sebagaimana yang telah dijelaskan bahwa beban hidup yang terjadi adalah beban kendaraan sebesar 100 ton . Sehingga digunakan kondisi momen maksimum yang terjadi , dengan melakukan distribusi beban secara merata pada jembatan secara 2 jalur 2 arah.
PT. TRIMANTARA UNGGUL PERKASA
OUTPUT MOMEN DAN DESIGN CHECK Dengan asumsi kondisi diatas , maka dilakukan running program untuk memperoleh hasil analisa momen yang terjadi dan juga kapasitas girder yang terjadi.
PT. TRIMANTARA UNGGUL PERKASA
PT. TRIMANTARA UNGGUL PERKASA
CHECK GIRDER TABLE: Steel Des ign 2 - PMM Details - AISC-LRFD93 Frame DesignSect DesignTy pe Text
Text
Text
MuMajor
VuMajor
Tu
Tonf-mm
Tonf
Tonf-mm
TotalRatio MMajRatio SRLimit PhiPnc Unitless
Unitless
Unitless
PhiPnt MuMajDsgn
PhiMnMaj
Cb Unitless
PhiMnMin
Tonf
Tonf
Tonf-mm
Tonf-mm
1
WF 800
Beam
173,287.95
2.78
(0.14)
0.69
0.69
0.95
655. 47
824. 87
173, 287. 95
251, 899. 97
1. 02
37,070.73
Tonf-mm
2
WF 800
Beam
171,629.73
0.66
2.54
0.69
0.69
0.95
655. 47
824. 87
171, 629. 73
247, 939. 26
1. 01
37,070.73
3
WF 800
Beam
169,069.25
0.39
6.27
0.68
0.68
0.95
655. 47
824. 87
169, 069. 25
247, 453. 96
1. 00
37,070.73
4
WF 800
Beam
169,069.25
(0.39)
6.27
0.68
0.68
0.95
655. 47
824. 87
169, 069. 25
247, 453. 96
1. 00
37,070.73
5
WF 800
Beam
171,629.73
(0.66)
2.54
0.69
0.69
0.95
655. 47
824. 87
171, 629. 73
247, 939. 26
1. 01
37,070.73
6
WF 800
Beam
173,287.95
(2.78)
(0.14)
0.69
0.69
0.95
655. 47
824. 87
173, 287. 95
251, 899. 97
1. 02
37,070.73
7
WF 300
Beam
(169.66)
0.13
0.22
0.01
0.01
0.95
129.90
143.42
(169.66)
16,517.53
1.28
3,207.44
8
WF 300
Beam
(200.86)
(0.17)
0.04
0.01
0.01
0.95
114.57
143.42
(200.86)
16,517.53
1.88
3,207.44
9
WF 300
Beam
37.07
(0.01)
0.02
0.00
0.00
0.95
114.57
143.42
37.07
16,517.53
1.41
3,207.44
10
WF 300
Beam
(29.79)
(0.04)
0.20
0.00
0.00
0.95
114.57
143.42
(29.79)
16,517.53
1.72
3,207.44
11
WF 300
Beam
52.94
(0.01)
0.10
0.00
0.00
0.95
114.57
143.42
52.94
16,517.53
1.53
3,207.44
12
WF 300
Beam
(262.23)
0.21
(0.00)
0.02
0.02
0.95
114.57
143.42
(262.23)
16,517.53
1.86
3,207.44
13
WF 300
Beam
(225.33)
(0.15)
(0.43)
0.01
0.01
0.95
129.90
143.42
(225.33)
16,517.53
1.24
3,207.44
14
WF 300
Beam
(572.71)
0.05
0.37
0.03
0.03
0.95
129.90
143.42
(572.71)
16,517.53
1.02
3,207.44
15
WF 300
Beam
1,111.80
(0.86)
(0.03)
0.07
0.07
0.95
114.57
143.42
1,111.80
16,517.53
2.04
3,207.44
16
WF 300
Beam
1,150.41
0.74
0.08
0.07
0.07
0.95
114.57
143.42
1,150.41
16,517.53
1.74
3,207.44
17
WF 300
Beam
(365.85)
0.06
0.04
0.02
0.02
0.95
114.57
143.42
(365.85)
16,517.53
1.07
3,207.44
18
WF 300
Beam
(344.48)
(0.07)
(0.02)
0.02
0.02
0.95
114.57
143.42
(344.48)
16,517.53
1.10
3,207.44
19
WF 300
Beam
(308.60)
0.05
0.05
0.02
0.02
0.95
114.57
143.42
(308.60)
16,517.53
1.06
3,207.44
20
WF 300
Beam
(400.39)
0.07
(0.34)
0.02
0.02
0.95
129.90
143.42
(400.39)
16,517.53
1.05
3,207.44
21
WF 300
Beam
(802.85)
(0.05)
0.11
0.05
0.05
0.95
129.90
143.42
(802.85)
16,517.53
1.02
3,207.44
22
WF 300
Beam
1,063.65
(0.92)
(0.02)
0.06
0.06
0.95
114.57
143.42
1,063.65
16,517.53
2.14
3,207.44
23
WF 300
Beam
1,093.75
0.82
(0.08)
0.07
0.07
0.95
114.57
143.42
1,093.75
16,517.53
1.97
3,207.44
24
WF 300
Beam
(789.07)
0.16
(0.14)
0.05
0.05
0.95
114.57
143.42
(789.07)
16,517.53
1.13
3,207.44
25
WF 300
Beam
724.01
(0.78)
(0.13)
0.04
0.04
0.95
114.57
143.42
724.01
16,517.53
2.20
3,207.44
26
WF 300
Beam
720.99
0.79
0.03
0.04
0.04
0.95
114.57
143.42
720.99
16,517.53
2.21
3,207.44
27
WF 300
Beam
(817.84)
(0.06)
(0.15)
0.05
0.05
0.95
129.90
143.42
(817.84)
16,517.53
1.02
3,207.44
28
WF 300
Beam
(817.84)
0.06
(0.15)
0.05
0.05
0.95
129.90
143.42
(817.84)
16,517.53
1.02
3,207.44
29
WF 300
Beam
720.99
(0.79)
0.03
0.04
0.04
0.95
114.57
143.42
720.99
16,517.53
2.21
3,207.44
30
WF 300
Beam
724.01
0.78
(0.13)
0.04
0.04
0.95
114.57
143.42
724.01
16,517.53
2.20
3,207.44
31
WF 300
Beam
(789.07)
(0.16)
(0.14)
0.05
0.05
0.95
114.57
143.42
(789.07)
16,517.53
1.13
3,207.44
32
WF 300
Beam
1,093.75
(0.82)
(0.08)
0.07
0.07
0.95
114.57
143.42
1,093.75
16,517.53
1.97
3,207.44
33
WF 300
Beam
1,063.65
0.92
(0.02)
0.06
0.06
0.95
114.57
143.42
1,063.65
16,517.53
2.14
3,207.44
34
WF 300
Beam
(802.85)
0.05
0.11
0.05
0.05
0.95
129.90
143.42
(802.85)
16,517.53
1.02
3,207.44
35
WF 300
Beam
(400.39)
(0.07)
(0.34)
0.02
0.02
0.95
129.90
143.42
(400.39)
16,517.53
1.05
3,207.44
36
WF 300
Beam
(308.60)
(0.05)
0.05
0.02
0.02
0.95
114.57
143.42
(308.60)
16,517.53
1.06
3,207.44
37
WF 300
Beam
(344.48)
0.07
(0.02)
0.02
0.02
0.95
114.57
143.42
(344.48)
16,517.53
1.10
3,207.44
38
WF 300
Beam
(365.85)
(0.06)
0.04
0.02
0.02
0.95
114.57
143.42
(365.85)
16,517.53
1.07
3,207.44
39
WF 300
Beam
1,150.41
(0.74)
0.08
0.07
0.07
0.95
114.57
143.42
1,150.41
16,517.53
1.74
3,207.44
40
WF 300
Beam
1,111.80
0.86
(0.03)
0.07
0.07
0.95
114.57
143.42
1,111.80
16,517.53
2.04
3,207.44
41
WF 300
Beam
(572.71)
(0.05)
0.37
0.03
0.03
0.95
129.90
143.42
(572.71)
16,517.53
1.02
3,207.44
42
WF 300
Beam
(225.33)
0.15
(0.43)
0.01
0.01
0.95
129.90
143.42
(225.33)
16,517.53
1.24
3,207.44
43
WF 300
Beam
(262.23)
(0.21)
(0.00)
0.02
0.02
0.95
114.57
143.42
(262.23)
16,517.53
1.86
3,207.44
44
WF 300
Beam
52.94
0.01
0.10
0.00
0.00
0.95
114.57
143.42
52.94
16,517.53
1.53
3,207.44
45
WF 300
Beam
(29.79)
0.04
0.20
0.00
0.00
0.95
114.57
143.42
(29.79)
16,517.53
1.72
3,207.44
46
WF 300
Beam
37.07
0.01
0.02
0.00
0.00
0.95
114.57
143.42
37.07
16,517.53
1.41
3,207.44
47
WF 300
Beam
(200.86)
0.17
0.04
0.01
0.01
0.95
114.57
143.42
(200.86)
16,517.53
1.88
3,207.44
48
WF 300
Beam
(169.66)
(0.13)
0.22
0.01
0.01
0.95
129.90
143.42
(169.66)
16,517.53
1.28
3,207.44
PT. TRIMANTARA UNGGUL PERKASA
TABLE: Stee l Design 3 - Shear Details - AISC-LRFD93 Fr am e De s ign Se ct De s ign Typ e St at us V Majo rCo mbo V Majo rRat io V uM ajDs gn PhiV nM aj T uM ajo r V Min or Rat io V uM inDs gn PhiV nM in T uM in or SRL im it RLL F Text Text Text Text Text Unitless Tonf Tonf Tonf-mm Unitless Tonf Tonf Tonf-mm Unitless Unitless 1 WF 800 Beam No Messages DSTL2 0.16 34.42 212.61 34.42 246.78 0.95 1.00 2 WF 800 Beam No Messages DSTL2 0.16 34.03 212.61 34.03 246.78 0.95 1.00 3 WF 800 Beam No Messages DSTL2 0.15 31.37 212.61 31.37 246.78 0.95 1.00 4 WF 800 Beam No Messages DSTL2 0.15 31.37 212.61 31.37 246.78 0.95 1.00 5 WF 800 Beam No Messages DSTL2 0.16 34.03 212.61 34.03 246.78 0.95 1.00 6 WF 800 Beam No Messages DSTL2 0.16 34.42 212.61 34.42 246.78 0.95 1.00 7 WF 300 Beam No Messages DSTL1 0.00 0.13 37.02 0.13 42.71 0.95 1.00 8 WF 300 Beam No Messages DSTL1 0.00 0.17 37.02 0.17 42.71 0.95 1.00 9 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 0.07 42.71 0.95 1.00 10 WF 300 Beam No Messages DSTL2 0.00 0.04 37.02 0.04 42.71 0.95 1.00 11 WF 300 Beam No Messages DSTL2 0.00 0.08 37.02 0.08 42.71 0.95 1.00 12 WF 300 Beam No Messages DSTL2 0.01 0.21 37.02 0.21 42.71 0.95 1.00 13 WF 300 Beam No Messages DSTL2 0.00 0.15 37.02 0.15 42.71 0.95 1.00 14 WF 300 Beam No Messages DSTL2 0.00 0.05 37.02 0.05 42.71 0.95 1.00 15 WF 300 Beam No Messages DSTL2 0.03 0.93 37.02 0.93 42.71 0.95 1.00 16 WF 300 Beam No Messages DSTL2 0.02 0.81 37.02 0.81 42.71 0.95 1.00 17 WF 300 Beam No Messages DSTL2 0.00 0.06 37.02 0.06 42.71 0.95 1.00 18 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 0.07 42.71 0.95 1.00 19 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 0.07 42.71 0.95 1.00 20 WF 300 Beam No Messages DSTL2 0.00 0.07 37.02 0.07 42.71 0.95 1.00 21 WF 300 Beam No Messages DSTL2 0.00 0.05 37.02 0.05 42.71 0.95 1.00 22 WF 300 Beam No Messages DSTL2 0.03 0.98 37.02 0.98 42.71 0.95 1.00 23 WF 300 Beam No Messages DSTL2 0.02 0.89 37.02 0.89 42.71 0.95 1.00 24 WF 300 Beam No Messages DSTL2 0.00 0.16 37.02 0.16 42.71 0.95 1.00 25 WF 300 Beam No Messages DSTL2 0.02 0.85 37.02 0.85 42.71 0.95 1.00 26 WF 300 Beam No Messages DSTL2 0.02 0.86 37.02 0.86 42.71 0.95 1.00 27 WF 300 Beam No Messages DSTL2 0.00 0.06 37.02 0.06 42.71 0.95 1.00 28 WF 300 Beam No Messages DSTL2 0.00 0.06 37.02 0.06 42.71 0.95 1.00 29 WF 300 Beam No Messages DSTL2 0.02 0.86 37.02 0.86 42.71 0.95 1.00 30 WF 300 Beam No Messages DSTL2 0.02 0.85 37.02 0.85 42.71 0.95 1.00 31 WF 300 Beam No Messages DSTL2 0.00 0.16 37.02 0.16 42.71 0.95 1.00 32 WF 300 Beam No Messages DSTL2 0.02 0.89 37.02 0.89 42.71 0.95 1.00 33 WF 300 Beam No Messages DSTL2 0.03 0.98 37.02 0.98 42.71 0.95 1.00 34 WF 300 Beam No Messages DSTL2 0.00 0.05 37.02 0.05 42.71 0.95 1.00 35 WF 300 Beam No Messages DSTL2 0.00 0.07 37.02 0.07 42.71 0.95 1.00 36 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 0.07 42.71 0.95 1.00 37 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 0.07 42.71 0.95 1.00 38 WF 300 Beam No Messages DSTL2 0.00 0.06 37.02 0.06 42.71 0.95 1.00 39 WF 300 Beam No Messages DSTL2 0.02 0.81 37.02 0.81 42.71 0.95 1.00 40 WF 300 Beam No Messages DSTL2 0.03 0.93 37.02 0.93 42.71 0.95 1.00 41 WF 300 Beam No Messages DSTL2 0.00 0.05 37.02 0.05 42.71 0.95 1.00 42 WF 300 Beam No Messages DSTL2 0.00 0.15 37.02 0.15 42.71 0.95 1.00 43 WF 300 Beam No Messages DSTL2 0.01 0.21 37.02 0.21 42.71 0.95 1.00 44 WF 300 Beam No Messages DSTL2 0.00 0.08 37.02 0.08 42.71 0.95 1.00 45 WF 300 Beam No Messages DSTL2 0.00 0.04 37.02 0.04 42.71 0.95 1.00 46 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 0.07 42.71 0.95 1.00 47 WF 300 Beam No Messages DSTL1 0.00 0.17 37.02 0.17 42.71 0.95 1.00 48 WF 300 Beam No Messages DSTL1 0.00 0.13 37.02 0.13 42.71 0.95 1.00
PT. TRIMANTARA UNGGUL PERKASA
Check Pelat : TABLE: Element Forces - Area Shells Area
AreaElem
ShellType
Joint
OutputCase
CaseType
M11
M22
M12
Text
Text
Text
Text
Text
Text
N-mm/mm
N-mm/mm
N-mm/mm
4
1
Shell-Thin
1
COMB1
Combination
11,771.56
11,929.47
(4,029.16)
4
1
Shell-Thin
16
COMB1
Combination
(40,777.07)
(2,291.60)
(3,542.67)
4
1
Shell-Thin
17
COMB1
Combination
(38,636.07)
(2,496.76)
(3,101.42)
4
1
Shell-Thin
3
COMB1
Combination
8,153.98
(1,086.07)
(3,587.91)
4
1
Shell-Thin
1
COMB2
Combination
42,382.78
17,528.75
2,879.60
4
1
Shell-Thin
16
COMB2
Combination
(163,067.92)
(6,012.14)
2,235.08
4
1
Shell-Thin
17
COMB2
Combination
(179,600.31)
(93,119.56)
(1,654.04)
4
1
Shell-Thin
3
COMB2
Combination
37,477.27
5,180.82
(1,009.53)
5
2
Shell-Thin
3
COMB1
Combination
8,229.79
(707.02)
(2,089.79)
5
2
Shell-Thin
17
COMB1
Combination
(38,657.17)
(2,602.29)
(1,957.28)
5
2
Shell-Thin
18
COMB1
Combination
(38,670.83)
(4,508.25)
(900.67)
5
2
Shell-Thin
5
COMB1
Combination
8,786.02
2,321.74
(1,033.17)
5
2
Shell-Thin
3
COMB2
Combination
37,527.44
5,431.69
(12,297.39)
5
2
Shell-Thin
17
COMB2
Combination
(179,583.94)
(93,037.72)
(8,252.49)
5
2
Shell-Thin
18
COMB2
Combination
(150,972.77)
(13,484.57)
(12,217.26)
5
2
Shell-Thin
5
COMB2
Combination
34,784.63
6,681.59
(16,262.16)
6
3
Shell-Thin
5
COMB1
Combination
8,753.41
2,158.65
(303.00)
6
3
Shell-Thin
18
COMB1
Combination
(38,651.90)
(4,413.62)
(303.00)
6
3
Shell-Thin
19
COMB1
Combination
(38,651.90)
(4,413.62)
303.00
6
3
Shell-Thin
7
COMB1
Combination
8,753.41
2,158.65
303.00
6
3
Shell-Thin
5
COMB2
Combination
35,068.07
8,098.78
(14,706.02)
6
3
Shell-Thin
18
COMB2
Combination
(151,283.80)
(15,039.73)
(9,696.89)
6
3
Shell-Thin
19
COMB2
Combination
(134,519.27)
(9,584.99)
(6,468.07)
6
3
Shell-Thin
7
COMB2
Combination
31,132.80
6,680.69
(11,477.21)
7
4
Shell-Thin
7
COMB1
Combination
8,786.02
2,321.74
1,033.17
7
4
Shell-Thin
19
COMB1
Combination
(38,670.83)
(4,508.25)
900.67
7
4
Shell-Thin
20
COMB1
Combination
(38,657.17)
(2,602.29)
1,957.28
7
4
Shell-Thin
9
COMB1
Combination
8,229.79
(707.02)
2,089.79
7
4
Shell-Thin
7
COMB2
Combination
31,237.63
7,204.86
(7,608.76)
7
4
Shell-Thin
19
COMB2
Combination
(134,673.03)
(10,353.79)
(3,606.84)
7 7
4 4
Shell-Thin Shell-Thin
20 9
COMB2 COMB2
Combination Combination
(121,917.54)
(11,049.52)
(183.34)
PT. TRIMANTARA UNGGUL PERKASA
26,796.89
1,451.27
(4,185.26)
8
5
Shell-Thin
9
COMB1
Combination
8,153.98
(1,086.07)
3,587.91
8
5
Shell-Thin
20
COMB1
Combination
(38,636.07)
(2,496.76)
3,101.42
8
5
Shell-Thin
21
COMB1
Combination
(40,777.07)
(2,291.60)
3,542.67
8
5
Shell-Thin
11
COMB1
Combination
11,771.56
11,929.47
4,029.16
8
5
Shell-Thin
9
COMB2
Combination
26,644.45
689.05
2,051.82
8
5
Shell-Thin
20
COMB2
Combination
(121,851.19)
(10,717.78)
189.16
8
5
Shell-Thin
21
COMB2
Combination
(131,060.31)
(13,012.79)
1,788.43
8
5
Shell-Thin
11
COMB2
Combination
35,431.33
23,224.82
3,651.10
9
6
Shell-Thin
16
COMB1
Combination
(25,620.29)
739.75
(2,599.73)
9
6
Shell-Thin
24
COMB1
Combination
(50,448.78)
(704.43)
(1,728.75)
9
6
Shell-Thin
25
COMB1
Combination
(49,389.91)
(2,948.56)
(1,184.95)
9
6
Shell-Thin
17
COMB1
Combination
(25,145.30)
201.39
(2,055.93)
9
6
Shell-Thin
16
COMB2
Combination
(102,396.54)
6,122.13
(1,363.68)
9
6
Shell-Thin
24
COMB2
Combination
(201,403.89)
(6,989.57)
(1,169.88)
9
6
Shell-Thin
25
COMB2
Combination
(214,206.29)
(98,181.83)
(279.39)
9
6
Shell-Thin
17
COMB2
Combination
(125,033.10)
(82,206.12)
(473.19)
10
7
Shell-Thin
17
COMB1
Combination
(25,166.40)
95.86
(1,402.84)
10
7
Shell-Thin
25
COMB1
Combination
(49,376.63)
(2,882.18)
(1,010.24)
10
7
Shell-Thin
26
COMB1
Combination
(48,898.36)
(4,049.52)
(555.21)
10
7
Shell-Thin
18
COMB1
Combination
(25,322.79)
(1,838.64)
(947.82)
10
7
Shell-Thin
17
COMB2
Combination
(125,016.74)
(82,124.28)
(2,445.38)
10
7
Shell-Thin
25
COMB2
Combination
(214,186.99)
(98,085.31)
2,924.80
10
7
Shell-Thin
26
COMB2
Combination
(196,100.66)
(12,377.72)
4,175.37
10
7
Shell-Thin
18
COMB2
Combination
(97,194.02)
(2,728.82)
(1,194.81)
11
8
Shell-Thin
18
COMB1
Combination
(25,303.87)
(1,744.01)
(250.89)
11
8
Shell-Thin
26
COMB1
Combination
(48,899.38)
(4,054.61)
(250.89)
11
8
Shell-Thin
27
COMB1
Combination
(48,899.38)
(4,054.61)
250.89
11
8
Shell-Thin
19
COMB1
Combination
(25,303.87)
(1,744.01)
250.89
11
8
Shell-Thin
18
COMB2
Combination
(97,505.05)
(4,283.97)
612.22
11
8
Shell-Thin
26
COMB2
Combination
(196,323.72)
(13,493.04)
6,734.12
11
8
Shell-Thin
27
COMB2
Combination
(193,897.04)
(1,034.53)
9,961.28
11
8
Shell-Thin
19
COMB2
Combination
(81,694.68)
979.93
3,839.38
12
9
Shell-Thin
19
COMB1
Combination
(25,322.79)
(1,838.64)
947.82
12
9
Shell-Thin
27
COMB1
Combination
(48,898.36)
(4,049.52)
555.21
PT. TRIMANTARA UNGGUL PERKASA
12
9
Shell-Thin
28
COMB1
Combination
(49,376.63)
(2,882.18)
1,010.24
12
9
Shell-Thin
20
COMB1
Combination
(25,166.40)
95.86
1,402.84
12
9
Shell-Thin
19
COMB2
Combination
(81,848.44)
211.13
8,247.24
12
9
Shell-Thin
27
COMB2
Combination
(193,673.56)
82.85
11,498.86
12
9
Shell-Thin
28
COMB2
Combination
(215,950.51)
(82,495.79)
8,331.88
12
9
Shell-Thin
20
COMB2
Combination
(68,394.57)
(344.92)
5,080.27
13
10
Shell-Thin
20
COMB1
Combination
(25,145.30)
201.39
2,055.93
13
10
Shell-Thin
28
COMB1
Combination
(49,389.91)
(2,948.56)
1,184.95
13
10
Shell-Thin
29
COMB1
Combination
(50,448.78)
(704.43)
1,728.75
13
10
Shell-Thin
21
COMB1
Combination
(25,620.29)
739.75
2,599.73
13
10
Shell-Thin
20
COMB2
Combination
(68,328.22)
(13.19)
(1,763.70)
13
10
Shell-Thin
28
COMB2
Combination
(215,949.81)
(82,492.30)
(1,547.88)
13
10
Shell-Thin
29
COMB2
Combination
(193,638.12)
(1,436.18)
(4,554.40)
13
10
Shell-Thin
21
COMB2
Combination
(74,237.74)
(1,648.28)
(4,770.22)
14
11
Shell-Thin
24
COMB1
Combination
(45,443.87)
296.55
(446.44)
14
11
Shell-Thin
32
COMB1
Combination
(45,443.87)
296.55
446.44
14
11
Shell-Thin
33
COMB1
Combination
(44,839.41)
(2,038.46)
446.44
14
11
Shell-Thin
25
COMB1
Combination
(44,839.41)
(2,038.46)
(446.44)
14
11
Shell-Thin
24
COMB2
Combination
(185,480.44)
(3,804.88)
938.58
14
11
Shell-Thin
32
COMB2
Combination
(165,589.51)
4,173.54
(130.56)
14
11
Shell-Thin
33
COMB2
Combination
(189,254.75)
(77,153.29)
1,956.78
14
11
Shell-Thin
25
COMB2
Combination
(198,910.03)
(95,122.58)
3,025.92
15
12
Shell-Thin
25
COMB1
Combination
(44,826.14)
(1,972.08)
(259.79)
15
12
Shell-Thin
33
COMB1
Combination
(44,826.14)
(1,972.08)
259.79
15
12
Shell-Thin
34
COMB1
Combination
(44,439.78)
(3,157.80)
259.79
15
12
Shell-Thin
26
COMB1
Combination
(44,439.78)
(3,157.80)
(259.79)
15
12
Shell-Thin
25
COMB2
Combination
(198,890.73)
(95,026.06)
4,507.43
15
12
Shell-Thin
33
COMB2
Combination
(189,255.45)
(77,156.78)
6,582.13
15
12
Shell-Thin
34
COMB2
Combination
(171,198.44)
4,577.87
9,490.19
15
12
Shell-Thin
26
COMB2
Combination
(178,383.16)
(8,834.22)
7,415.49
16
13
Shell-Thin
26
COMB1
Combination
(44,440.80)
(3,162.89)
0.00
16
13
Shell-Thin
34
COMB1
Combination
(44,440.80)
(3,162.89)
0.00
16
13
Shell-Thin
35
COMB1
Combination
(44,440.80)
(3,162.89)
0.00
16
13
Shell-Thin
27
COMB1
Combination
(44,440.80)
(3,162.89)
0.00
16
13
Shell-Thin
26
COMB2
Combination
(178,606.22)
(9,949.54)
10,600.60
PT. TRIMANTARA UNGGUL PERKASA
16
13
Shell-Thin
34
COMB2
Combination
(171,421.92)
3,460.50
10,600.60
16
13
Shell-Thin
35
COMB2
Combination
(178,606.22)
(9,949.54)
10,600.60
16
13
Shell-Thin
27
COMB2
Combination
(171,421.92)
3,460.50
10,600.60
17
14
Shell-Thin
27
COMB1
Combination
(44,439.78)
(3,157.80)
259.79
17
14
Shell-Thin
35
COMB1
Combination
(44,439.78)
(3,157.80)
(259.79)
17
14
Shell-Thin
36
COMB1
Combination
(44,826.14)
(1,972.08)
(259.79)
17
14
Shell-Thin
28
COMB1
Combination
(44,826.14)
(1,972.08)
259.79
17
14
Shell-Thin
27
COMB2
Combination
(171,198.44)
4,577.87
9,490.19
17
14
Shell-Thin
35
COMB2
Combination
(178,383.16)
(8,834.22)
7,415.49
17
14
Shell-Thin
36
COMB2
Combination
(198,890.73)
(95,026.06)
4,507.43
17
14
Shell-Thin
28
COMB2
Combination
(189,255.45)
(77,156.78)
6,582.13
18
15
Shell-Thin
28
COMB1
Combination
(44,839.41)
(2,038.46)
446.44
18
15
Shell-Thin
36
COMB1
Combination
(44,839.41)
(2,038.46)
(446.44)
18
15
Shell-Thin
37
COMB1
Combination
(45,443.87)
296.55
(446.44)
18
15
Shell-Thin
29
COMB1
Combination
(45,443.87)
296.55
446.44
18
15
Shell-Thin
28
COMB2
Combination
(189,254.75)
(77,153.29)
1,956.78
18
15
Shell-Thin
36
COMB2
Combination
(198,910.03)
(95,122.58)
3,025.92
18
15
Shell-Thin
37
COMB2
Combination
(185,480.44)
(3,804.88)
938.58
18
15
Shell-Thin
29
COMB2
Combination
(165,589.51)
4,173.54
(130.56)
19
16
Shell-Thin
32
COMB1
Combination
(50,448.78)
(704.43)
1,728.75
19
16
Shell-Thin
40
COMB1
Combination
(25,620.29)
739.75
2,599.73
19
16
Shell-Thin
41
COMB1
Combination
(25,145.30)
201.39
2,055.93
19
16
Shell-Thin
33
COMB1
Combination
(49,389.91)
(2,948.56)
1,184.95
19
16
Shell-Thin
32
COMB2
Combination
(193,638.12)
(1,436.18)
(4,554.40)
19
16
Shell-Thin
40
COMB2
Combination
(74,237.74)
(1,648.28)
(4,770.22)
19
16
Shell-Thin
41
COMB2
Combination
(68,328.22)
(13.19)
(1,763.70)
19
16
Shell-Thin
33
COMB2
Combination
(215,949.81)
(82,492.30)
(1,547.88)
20
17
Shell-Thin
33
COMB1
Combination
(49,376.63)
(2,882.18)
1,010.24
20
17
Shell-Thin
41
COMB1
Combination
(25,166.40)
95.86
1,402.84
20
17
Shell-Thin
42
COMB1
Combination
(25,322.79)
(1,838.64)
947.82
20
17
Shell-Thin
34
COMB1
Combination
(48,898.36)
(4,049.52)
555.21
20
17
Shell-Thin
33
COMB2
Combination
(215,950.51)
(82,495.79)
8,331.88
20
17
Shell-Thin
41
COMB2
Combination
(68,394.57)
(344.92)
5,080.27
20
17
Shell-Thin
42
COMB2
Combination
(81,848.44)
211.13
8,247.24
20
17
Shell-Thin
34
COMB2
Combination
(193,673.56)
82.85
11,498.86
PT. TRIMANTARA UNGGUL PERKASA
21
18
Shell-Thin
34
COMB1
Combination
(48,899.38)
(4,054.61)
250.89
21
18
Shell-Thin
42
COMB1
Combination
(25,303.87)
(1,744.01)
250.89
21
18
Shell-Thin
43
COMB1
Combination
(25,303.87)
(1,744.01)
(250.89)
21
18
Shell-Thin
35
COMB1
Combination
(48,899.38)
(4,054.61)
(250.89)
21
18
Shell-Thin
34
COMB2
Combination
(193,897.04)
(1,034.53)
9,961.28
21
18
Shell-Thin
42
COMB2
Combination
(81,694.68)
979.93
3,839.38
21
18
Shell-Thin
43
COMB2
Combination
(97,505.05)
(4,283.97)
612.22
21
18
Shell-Thin
35
COMB2
Combination
(196,323.72)
(13,493.04)
6,734.12
22
19
Shell-Thin
35
COMB1
Combination
(48,898.36)
(4,049.52)
(555.21)
22
19
Shell-Thin
43
COMB1
Combination
(25,322.79)
(1,838.64)
(947.82)
22
19
Shell-Thin
44
COMB1
Combination
(25,166.40)
95.86
(1,402.84)
22
19
Shell-Thin
36
COMB1
Combination
(49,376.63)
(2,882.18)
(1,010.24)
22
19
Shell-Thin
35
COMB2
Combination
(196,100.66)
(12,377.72)
4,175.37
22
19
Shell-Thin
43
COMB2
Combination
(97,194.02)
(2,728.82)
(1,194.81)
22
19
Shell-Thin
44
COMB2
Combination
(125,016.74)
(82,124.28)
(2,445.38)
22
19
Shell-Thin
36
COMB2
Combination
(214,186.99)
(98,085.31)
2,924.80
23
20
Shell-Thin
36
COMB1
Combination
(49,389.91)
(2,948.56)
(1,184.95)
23
20
Shell-Thin
44
COMB1
Combination
(25,145.30)
201.39
(2,055.93)
23
20
Shell-Thin
45
COMB1
Combination
(25,620.29)
739.75
(2,599.73)
23
20
Shell-Thin
37
COMB1
Combination
(50,448.78)
(704.43)
(1,728.75)
23
20
Shell-Thin
36
COMB2
Combination
(214,206.29)
(98,181.83)
(279.39)
23
20
Shell-Thin
44
COMB2
Combination
(125,033.10)
(82,206.12)
(473.19)
23
20
Shell-Thin
45
COMB2
Combination
(102,396.54)
6,122.13
(1,363.68)
23
20
Shell-Thin
37
COMB2
Combination
(201,403.89)
(6,989.57)
(1,169.88)
24
21
Shell-Thin
40
COMB1
Combination
(40,777.07)
(2,291.60)
3,542.67
24
21
Shell-Thin
2
COMB1
Combination
11,771.56
11,929.47
4,029.16
24
21
Shell-Thin
4
COMB1
Combination
8,153.98
(1,086.07)
3,587.91
24
21
Shell-Thin
41
COMB1
Combination
(38,636.07)
(2,496.76)
3,101.42
24
21
Shell-Thin
40
COMB2
Combination
(131,060.31)
(13,012.79)
1,788.43
24
21
Shell-Thin
2
COMB2
Combination
35,431.33
23,224.82
3,651.10
24
21
Shell-Thin
4
COMB2
Combination
26,644.45
689.05
2,051.82
24
21
Shell-Thin
41
COMB2
Combination
(121,851.19)
(10,717.78)
189.16
25
22
Shell-Thin
41
COMB1
Combination
(38,657.17)
(2,602.29)
1,957.28
25
22
Shell-Thin
4
COMB1
Combination
8,229.79
(707.02)
2,089.79
25
22
Shell-Thin
6
COMB1
Combination
8,786.02
2,321.74
1,033.17
PT. TRIMANTARA UNGGUL PERKASA
25
22
Shell-Thin
42
COMB1
Combination
(38,670.83)
(4,508.25)
900.67
25
22
Shell-Thin
41
COMB2
Combination
(121,917.54)
(11,049.52)
(183.34)
25
22
Shell-Thin
4
COMB2
Combination
26,796.89
1,451.27
(4,185.26)
25
22
Shell-Thin
6
COMB2
Combination
31,237.63
7,204.86
(7,608.76)
25
22
Shell-Thin
42
COMB2
Combination
(134,673.03)
(10,353.79)
(3,606.84)
26
23
Shell-Thin
42
COMB1
Combination
(38,651.90)
(4,413.62)
303.00
26
23
Shell-Thin
6
COMB1
Combination
8,753.41
2,158.65
303.00
26
23
Shell-Thin
8
COMB1
Combination
8,753.41
2,158.65
(303.00)
26
23
Shell-Thin
43
COMB1
Combination
(38,651.90)
(4,413.62)
(303.00)
26
23
Shell-Thin
42
COMB2
Combination
(134,519.27)
(9,584.99)
(6,468.07)
26
23
Shell-Thin
6
COMB2
Combination
31,132.80
6,680.69
(11,477.21)
26
23
Shell-Thin
8
COMB2
Combination
35,068.07
8,098.78
(14,706.02)
26
23
Shell-Thin
43
COMB2
Combination
(151,283.80)
(15,039.73)
(9,696.89)
27
24
Shell-Thin
43
COMB1
Combination
(38,670.83)
(4,508.25)
(900.67)
27
24
Shell-Thin
8
COMB1
Combination
8,786.02
2,321.74
(1,033.17)
27
24
Shell-Thin
10
COMB1
Combination
8,229.79
(707.02)
(2,089.79)
27
24
Shell-Thin
44
COMB1
Combination
(38,657.17)
(2,602.29)
(1,957.28)
27
24
Shell-Thin
43
COMB2
Combination
(150,972.77)
(13,484.57)
(12,217.26)
27
24
Shell-Thin
8
COMB2
Combination
34,784.63
6,681.59
(16,262.16)
27
24
Shell-Thin
10
COMB2
Combination
37,527.44
5,431.69
(12,297.39)
27
24
Shell-Thin
44
COMB2
Combination
(179,583.94)
(93,037.72)
(8,252.49)
28
25
Shell-Thin
44
COMB1
Combination
(38,636.07)
(2,496.76)
(3,101.42)
28
25
Shell-Thin
10
COMB1
Combination
8,153.98
(1,086.07)
(3,587.91)
28
25
Shell-Thin
12
COMB1
Combination
11,771.56
11,929.47
(4,029.16)
28
25
Shell-Thin
45
COMB1
Combination
(40,777.07)
(2,291.60)
(3,542.67)
28
25
Shell-Thin
44
COMB2
Combination
(179,600.31)
(93,119.56)
(1,654.04)
28
25
Shell-Thin
10
COMB2
Combination
37,477.27
5,180.82
(1,009.53)
28
25
Shell-Thin
12
COMB2
Combination
42,382.78
17,528.75
2,879.60
28
25
Shell-Thin
45
COMB2
Combination
(163,067.92)
(6,012.14)
2,235.08
29
26
Shell-Thin
13
COMB1
Combination
(4,541.73)
(843.27)
(4,255.60)
29
26
Shell-Thin
15
COMB1
Combination
(28,143.54)
251.84
(2,894.02)
29
26
Shell-Thin
16
COMB1
Combination
(40,784.89)
(2,330.72)
(2,798.56)
29
26
Shell-Thin
1
COMB1
Combination
11,820.25
12,172.92
(4,160.14)
29
26
Shell-Thin
13
COMB2
Combination
(17,523.65)
(1,223.78)
(2,542.26)
29
26
Shell-Thin
15
COMB2
Combination
(110,159.06)
469.36
1,243.87
PT. TRIMANTARA UNGGUL PERKASA
29
26
Shell-Thin
16
COMB2
Combination
(163,378.88)
(7,566.94)
3,064.66
29
26
Shell-Thin
1
COMB2
Combination
42,657.30
18,901.35
(721.47)
30
27
Shell-Thin
15
COMB1
Combination
(34,130.78)
(945.61)
(4,492.21)
30
27
Shell-Thin
23
COMB1
Combination
(45,748.62)
(385.92)
(1,544.75)
30
27
Shell-Thin
24
COMB1
Combination
(50,440.02)
(660.64)
(1,207.02)
30
27
Shell-Thin
16
COMB1
Combination
(25,628.11)
700.64
(4,154.48)
30
27
Shell-Thin
15
COMB2
Combination
(135,316.58)
(4,562.15)
(7,809.71)
30
27
Shell-Thin
23
COMB2
Combination
(180,179.48)
(1,085.26)
1,140.00
30
27
Shell-Thin
24
COMB2
Combination
(201,584.30)
(7,891.62)
2,169.47
30
27
Shell-Thin
16
COMB2
Combination
(102,707.50)
4,567.34
(6,780.23)
31
28
Shell-Thin
23
COMB1
Combination
(47,736.13)
(783.42)
(1,730.22)
31
28
Shell-Thin
31
COMB1
Combination
(47,736.13)
(783.42)
1,730.22
31
28
Shell-Thin
32
COMB1
Combination
(45,435.11)
340.34
1,730.22
31
28
Shell-Thin
24
COMB1
Combination
(45,435.11)
340.34
(1,730.22)
31
28
Shell-Thin
23
COMB2
Combination
(187,858.72)
(2,621.10)
(5,017.80)
31
28
Shell-Thin
31
COMB2
Combination
(175,550.42)
(3,340.07)
4,209.89
31
28
Shell-Thin
32
COMB2
Combination
(165,783.92)
3,201.50
4,249.07
31
28
Shell-Thin
24
COMB2
Combination
(185,660.85)
(4,706.93)
(4,978.61)
32
29
Shell-Thin
31
COMB1
Combination
(45,748.62)
(385.92)
1,544.75
32
29
Shell-Thin
39
COMB1
Combination
(34,130.78)
(945.61)
4,492.21
32
29
Shell-Thin
40
COMB1
Combination
(25,628.11)
700.64
4,154.48
32
29
Shell-Thin
32
COMB1
Combination
(50,440.02)
(660.64)
1,207.02
32
29
Shell-Thin
31
COMB2
Combination
(164,075.04)
(1,044.99)
(3,868.78)
32
29
Shell-Thin
39
COMB2
Combination
(112,140.05)
(3,627.65)
2,815.88
32
29
Shell-Thin
40
COMB2
Combination
(74,160.13)
(1,260.23)
953.58
32
29
Shell-Thin
32
COMB2
Combination
(193,832.52)
(2,408.22)
(5,731.08)
33
30
Shell-Thin
39
COMB1
Combination
(28,143.54)
251.84
2,894.02
33
30
Shell-Thin
47
COMB1
Combination
(4,541.73)
(843.27)
4,255.60
33
30
Shell-Thin
2
COMB1
Combination
11,820.25
12,172.92
4,160.14
33
30
Shell-Thin
40
COMB1
Combination
(40,784.89)
(2,330.72)
2,798.56
33
30
Shell-Thin
39
COMB2
Combination
(87,193.70)
1,361.62
1,997.27
33
30
Shell-Thin
47
COMB2
Combination
(14,473.97)
(1,943.98)
5,230.45
33
30
Shell-Thin
2
COMB2
Combination
35,448.47
23,310.50
4,438.75
33
30
Shell-Thin
40
COMB2
Combination
(130,982.70)
(12,624.74)
1,205.58
34
31
Shell-Thin
11
COMB1
Combination
11,820.25
12,172.92
4,160.14
PT. TRIMANTARA UNGGUL PERKASA
34
31
Shell-Thin
21
COMB1
Combination
(40,784.89)
(2,330.72)
2,798.56
34
31
Shell-Thin
22
COMB1
Combination
(28,143.54)
251.84
2,894.02
34
31
Shell-Thin
14
COMB1
Combination
(4,541.73)
(843.27)
4,255.60
34
31
Shell-Thin
11
COMB2
Combination
35,448.47
23,310.50
4,438.75
34
31
Shell-Thin
21
COMB2
Combination
(130,982.70)
(12,624.74)
1,205.58
34
31
Shell-Thin
22
COMB2
Combination
(87,193.70)
1,361.62
1,997.27
34
31
Shell-Thin
14
COMB2
Combination
(14,473.97)
(1,943.98)
5,230.45
35
32
Shell-Thin
21
COMB1
Combination
(25,628.11)
700.64
4,154.48
35
32
Shell-Thin
29
COMB1
Combination
(50,440.02)
(660.64)
1,207.02
35
32
Shell-Thin
30
COMB1
Combination
(45,748.62)
(385.92)
1,544.75
35
32
Shell-Thin
22
COMB1
Combination
(34,130.78)
(945.61)
4,492.21
35
32
Shell-Thin
21
COMB2
Combination
(74,160.13)
(1,260.23)
953.58
35
32
Shell-Thin
29
COMB2
Combination
(193,832.52)
(2,408.22)
(5,731.08)
35
32
Shell-Thin
30
COMB2
Combination
(164,075.04)
(1,044.99)
(3,868.78)
35
32
Shell-Thin
22
COMB2
Combination
(112,140.05)
(3,627.65)
2,815.88
36
33
Shell-Thin
29
COMB1
Combination
(45,435.11)
340.34
1,730.22
36
33
Shell-Thin
37
COMB1
Combination
(45,435.11)
340.34
(1,730.22)
36
33
Shell-Thin
38
COMB1
Combination
(47,736.13)
(783.42)
(1,730.22)
36
33
Shell-Thin
30
COMB1
Combination
(47,736.13)
(783.42)
1,730.22
36
33
Shell-Thin
29
COMB2
Combination
(165,783.92)
3,201.50
4,249.07
36
33
Shell-Thin
37
COMB2
Combination
(185,660.85)
(4,706.93)
(4,978.61)
36
33
Shell-Thin
38
COMB2
Combination
(187,858.72)
(2,621.10)
(5,017.80)
36
33
Shell-Thin
30
COMB2
Combination
(175,550.42)
(3,340.07)
4,209.89
37
34
Shell-Thin
37
COMB1
Combination
(50,440.02)
(660.64)
(1,207.02)
37
34
Shell-Thin
45
COMB1
Combination
(25,628.11)
700.64
(4,154.48)
37
34
Shell-Thin
46
COMB1
Combination
(34,130.78)
(945.61)
(4,492.21)
37
34
Shell-Thin
38
COMB1
Combination
(45,748.62)
(385.92)
(1,544.75)
37
34
Shell-Thin
37
COMB2
Combination
(201,584.30)
(7,891.62)
2,169.47
37
34
Shell-Thin
45
COMB2
Combination
(102,707.50)
4,567.34
(6,780.23)
37
34
Shell-Thin
46
COMB2
Combination
(135,316.58)
(4,562.15)
(7,809.71)
37
34
Shell-Thin
38
COMB2
Combination
(180,179.48)
(1,085.26)
1,140.00
38
35
Shell-Thin
45
COMB1
Combination
(40,784.89)
(2,330.72)
(2,798.56)
38
35
Shell-Thin
12
COMB1
Combination
11,820.25
12,172.92
(4,160.14)
38
35
Shell-Thin
48
COMB1
Combination
(4,541.73)
(843.27)
(4,255.60)
38
35
Shell-Thin
46
COMB1
Combination
(28,143.54)
251.84
(2,894.02)
PT. TRIMANTARA UNGGUL PERKASA
38
35
Shell-Thin
45
COMB2
Combination
(163,378.88)
(7,566.94)
3,064.66
38
35
Shell-Thin
12
COMB2
Combination
42,657.30
18,901.35
(721.47)
38
35
Shell-Thin
48
COMB2
Combination
(17,523.65)
(1,223.78)
(2,542.26)
38
35
Shell-Thin
46
COMB2
Combination
(110,159.06)
469.36
1,243.87
Dengan demikian diperoleh bahwa : Mutama
=
23,310.50 Nmm/mm
Dia jarak n As fy
= = = = =
Ts
=
a
=
Mn
=
Faktor Keamanan = 1.73
16 200 6 1207 400 482,742.86 1.62 40,367,312
mm mm mm Mpa N mm Nmm
PT. TRIMANTARA UNGGUL PERKASA
Mpembagi
=
(11,477.21) Nmm/mm
Dia jarak n As fy
= = = = =
Ts
=
a
=
Mn
=
Faktor Keamanan = 2.33
13 200 6 796.7 400 318,685.71 1.07 26,798,113
mm mm mm Mpa N mm Nmm
PT. TRIMANTARA UNGGUL PERKASA
CHECK REAKSI TABLE: Joint Reactions Joint OutputCase Text Text
CaseType Text
F1 N
F2 N
F3 N
M1 N-mm
M2 N-mm
M3 N-mm
1
COMB1
Combination
0
0
150,307.38
0
0
0
1
COMB2
Combination
0
0
500,190.62
0
0
0
2
COMB1
Combination
0
0
150,307.38
0
0
0
2
COMB2
Combination
0
0
392,942.79
0
0
0
3
COMB1
Combination
0
0
113,651.18
0
0
0
3
COMB2
Combination
0
0
432,382.84
0
0
0
4
COMB1
Combination
0
0
113,651.18
0
0
0
4
COMB2
Combination
0
0
325,143.37
0
0
0
5
COMB1
Combination
0
0
127,193.69
0
0
0
5
COMB2
Combination
0
0
458,247.22
0
0
0
6
COMB1
Combination
0
0
127,193.69
0
0
0
6
COMB2
Combination
0
0
383,231.94
0
0
0
7
COMB1
Combination
0
0
127,193.69
0
0
0
7
COMB2
Combination
0
0
383,231.94
0
0
0
8
COMB1
Combination
0
0
127,193.69
0
0
0
8
COMB2
Combination
0
0
458,247.22
0
0
0
9
COMB1
Combination
0
0
113,651.18
0
0
0
9
COMB2
Combination
0
0
325,143.37
0
0
0
10
COMB1
Combination
0
0
113,651.18
0
0
0
10
COMB2
Combination
0
0
432,382.84
0
0
0
11
COMB1
Combination
0
0
150,307.38
0
0
0
11
COMB2
Combination
0
0
392,942.79
0
0
0
12
COMB1
Combination
0
0
150,307.38
0
0
0
12
COMB2
Combination
0
0
500,190.62
0
0
0
PT. TRIMANTARA UNGGUL PERKASA
Berdasarkan hasil sondir , digunakan kondisi terburuk yakni ( SO 4 ) : Digunakan
:
qc
= 200 kg/cm2
JHP
= 300 kg/cm
Dia. Bored Pile
=
40.00
Luas
=
1,257.14
cm2
Keliling
=
125.71
cm
Berdasarkan Data Sondir qc
=
200.00
JHL
=
300.00
P
=
qc. Ap 3
kg/cm2 kg/cm
JHL.Ka 5
=
91,352.38
kg
=
896,166.86
N
PT. TRIMANTARA UNGGUL PERKASA
TABLE: KEBUTUHAN BORED PILE Joint OutputCase CaseType Text Text Text
F3 N
Bored Pile Dia. 40
Jumlah Tiang
Safety Factor
1
COMB2
Combination
500,190.62
896,166.86
1.00
1.79
2
COMB2
Combination
392,942.79
896,166.86
1.00
2.28
3
COMB2
Combination
432,382.84
896,166.86
1.00
2.07
4
COMB2
Combination
325,143.37
896,166.86
1.00
2.76
5
COMB2
Combination
458,247.22
896,166.86
1.00
1.96
6
COMB2
Combination
383,231.94
896,166.86
1.00
2.34
7
COMB2
Combination
383,231.94
896,166.86
1.00
2.34
8
COMB2
Combination
458,247.22
896,166.86
1.00
1.96
9
COMB2
Combination
325,143.37
896,166.86
1.00
2.76
10
COMB2
Combination
432,382.84
896,166.86
1.00
2.07
11
COMB2
Combination
392,942.79
896,166.86
1.00
2.28
12
COMB2
Combination
500,190.62
896,166.86
1.00
1.79
PT. TRIMANTARA UNGGUL PERKASA
KESIMPULAN :
Girder Memanjang
: WF 800 Jarak 1,6 m
Girder Melintang
: WF 300 Jarak 3,2 m
Plat Lantai
: t = 25 c Mutu K350 Tulangan Utama
D16-200
Tulangan Pembagi
D13-200
Pondasi Yang digunakan adalah Bored Pile Dia. 40 cm dengan jumlah 1 titik/ reaksi
