KESIMPULAN DAN SARAN PERANCANGAN STRUKTUR GEDUNG PASCA SARJANA UNIVERSITAS.
BAB V
KESIMPULAN DAN SARAN
5.1. Kesimpulan
Setelah melakukan analisis dan perancangan pada struktur Gedung Pasca
Sarjana Universitas Diponegoro Semarang, dapat diambil beberapa kesimpulan
seperti yang tercantum di bawah ini.
1. Dalam
perencanaan
atap,
digunakan
kuda-kuda
monoframe
yang
menggunakan profil WF. Untuk profil kuda-kuda digunakan profil WF dengan
ukuran
400x200,
sedangkan
untuk
gording
digunakan
profil
C
150x50x20x3,2.
2. Pelat tangga digunakan tebal 120 mm dengan tulangan D13-150 pada
tumpuan, tulangan D13-100 pada lapangan dan tulangan susut P10-300. Balok
bordes digunakan dimensi 250 mm x 400 mm dengan 3D16 untuk tulangan
tarik dan 2D16 untuk tulangan tekan.
3. Pelat lantai digunakan tebal 120 mm. Pelat lantai dua arah dengan tulangan
P10-100 untuk arah X dan Y dan tulangan susut P8-150.
4. Dalam perencanaan balok , digunakan 3 macam dimensi yaitu sebesar 400 mm
x 700 mm, 300 mm x 600 mm, dan 250 mm x 600 mm. Balok – balok tersebut
direncanakan dengan tulangan lentur dan geser yang berbeda-beda.
5. Dalam perencanaan kolom, dimensi yang digunakan untuk kolom 1 – lantai 2
sebesar 700 mm x 700 mm, dimensi yang digunakan untuk kolom lantai 3 lantai 4 sebesar 600 mm x 600 mm, sedangkan dimensi yang digunakan untuk
161
162
kolom lantai 5 - lantai 6 sebesar 500 mm x 500 mm Kolom – kolom tersebut
direncanakan dengan jumlah tulangan longitudinal dan transversal yang
berbeda –beda pula.
6. Dalam perencanaan pondasi, dimensi poer yang digunakan adalah 4,5 m x 4,5
m, dengan tebal poer 0,8 m. Tulangan yang digunakan untuk bagian poer
adalah D22-150 untuk arah memanjang dan arah lebar dan pada bagian atas
dipasang tulangan D16-200. Jumlah tiang yang digunakan 5 buah dengan
tulangan 15D16.
6.2 Saran
Saran-saran yang dapat diberikan penulis dari hasil Tugas Akhir yang
disusun tercantum seperti di bawah ini.
1. Sebelum perencanaan struktur sebaiknya dilakukan estimasi awal pada
ukuran elemen struktur, sehingga tidak terjadi penentuan elemen struktur
berulang-ulang.
2. Untuk kemudahan dalam melaksanakan analisis struktur terutama dalam
pembuatan model struktur gedung akan lebih mudah jika memakai
program analisis struktur ETABS dan SAP2000 beserta program-program
bantu lainnya.
3. Dalam pemodelan struktur gedung pada program ETABS hendaknya
diperhatikan bukan hanya dalam memasukkan beban, tapi juga dalam
penggambaran elemen sangat penting. Karena sering analisis tidak berhasil
karena salah dalam penggambaran elemen struktur.
163
DAFTAR PUSTAKA
Arfiadi, Y., 2005, Lecture Notes On Reinforce Concrete Structures II, FT.UAJY
Badan Standarisasi Nasional, 2002, Tata Cara Perencanaan Struktur Beton Untuk
Bangunan Gedung, SNI 03-2847-2002, Yayasan LPMB, Bandung.
Badan Standarisasi Nasional, 2002, Tata cara Perencanaan Ketahanan Gempa
untuk Bangunan Gedung , SNI 03-1726-2002, Yayasan LPMB, Bandung.
Badan Standarisasi Nasional, 2002, Tata Cara Perencanaan Struktur Baja untuk
Bangunan Gedung, SNI 03-1729-2002, Yayasan LPMB, Bandung.
Bowles, J.E., 1984, Analisa dan Disain Pondasi, Penerbit Erlangga, Jakarta.
Departemen Pekerjaan Umum, 1983, Peraturan Beton Bertulang Indonesia 1971 ,
Yayasan LPMB, Bandung.
Departemen Pekerjaan Umum, 1983, Peraturan Pembebanan Indonesia untuk
Gedung, Yayasan LPMB, Bandung.
Dipohusodo, I., 1994, Struktur Beton Bertulang, Gramedia, Jakarta.
Nawy, E., G., 1990, Beton Bertulang Suatu Pendekatan Dasar , PT. Eresco,
Bandung.
Purwono, Rachmat, 2005, Perencanaan Struktur Beton Bertulang Tahan Gempa ,
ITS Press, Surabaya.
Redana, I Wayan, 2010, Teknik Pondasi, Udayana University Press, Denpasar.
Setiawan, Agus, 2008, Perencanaan Struktur Beton Baja dengan Metode LRFD ,
PT. Erlangga, Jakarta.
Suryolelono, K. Basah, 1994, Teknik Fondasi, NAFIRI, Yogyakarta.
LAMPIRAN
Lampiran 1
164
Lampiran 1
165
Lampiran 1
166
Lampiran 1
167
Lampiran 1
168
Lampiran 4
171
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
S T A T I C
L O A D
KN-m Units
C A S E S
STATIC
CASE
CASE
TYPE
SELF WT
FACTOR
DL
LL
WKI
WKA
DEAD
LIVE
WIND
WIND
1.0000
0.0000
0.0000
0.0000
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
J O I N T
PAGE 1
KN-m Units
PAGE 2
D A T A
JOINT
GLOBAL-X
GLOBAL-Y
GLOBAL-Z
RESTRAINTS
ANGLE-A
ANGLE-B
ANGLE-C
1
2
3
0.00000
10.50000
21.00000
0.00000
0.00000
0.00000
0.00000
6.06220
0.00000
1 1 1 0 0 0
0 0 0 0 0 0
1 1 1 0 0 0
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
F R A M E
E L E M E N T
KN-m Units
PAGE 3
D A T A
FRAME
JNT-1
JNT-2
SECTION
ANGLE
RELEASES
SEGMENTS
R1
R2
FACTOR
LENGTH
1
2
1
2
2
3
W400X200
W400X200
0.000
0.000
000000
000000
2
2
0.000
0.000
0.000
0.000
1.000
1.000
12.124
12.124
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
J O I N T
F O R C E S
KN-m Units
Load Case
PAGE 4
DL
JOINT
GLOBAL-X
GLOBAL-Y
GLOBAL-Z
GLOBAL-XX
GLOBAL-YY
GLOBAL-ZZ
1
2
3
0.000
0.000
0.000
0.000
0.000
0.000
-3.968
-3.968
-3.968
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
J O I N T
F O R C E S
KN-m Units
Load Case
PAGE 5
LL
JOINT
GLOBAL-X
GLOBAL-Y
GLOBAL-Z
GLOBAL-XX
GLOBAL-YY
GLOBAL-ZZ
1
2
3
0.000
0.000
0.000
0.000
0.000
0.000
-1.000
-1.000
-1.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
F R A M E
S P A N
KN-m Units
P O I N T
PAGE 6
L O A D S
Load Case
FRAME
TYPE
DIRECTION
DISTANCE
VALUE
1
1
1
2
2
2
1
1
1
2
2
2
2
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
0.1429
0.2857
0.4286
0.1429
0.2857
0.4286
0.5714
0.7143
0.8572
0.5714
0.7143
0.8572
1.0000
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
0.0000
SAP2000 v7.40 File: WF 400X200
KN-m Units
PAGE 7
DL
Lampiran 4
172
5/18/11 0:50:23
F R A M E
S P A N
P O I N T
L O A D S
Load Case
FRAME
TYPE
DIRECTION
DISTANCE
VALUE
1
1
1
2
2
2
1
1
1
2
2
2
2
1
1
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
0.5714
0.7143
0.8572
0.5714
0.7143
0.8572
0.1429
0.2857
0.4286
0.1429
0.2857
0.4286
1.0000
0.0000
1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
0.0000
0.0000
0.0000
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
F R A M E
S P A N
KN-m Units
P O I N T
PAGE 8
L O A D S
Load Case
FRAME
TYPE
DIRECTION
DISTANCE
VALUE
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
0.1429
0.2857
0.4286
0.5714
0.0000
0.7143
0.8572
1.0000
0.0000
1.0000
0.1429
0.2857
0.4286
0.5714
0.7143
0.8572
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
F R A M E
S P A N
KN-m Units
P O I N T
LL
WKI
PAGE 9
L O A D S
Load Case
FRAME
TYPE
DIRECTION
DISTANCE
VALUE
2
2
2
2
2
2
1
1
1
1
1
1
1
1
2
2
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
0.7143
0.8572
0.1429
0.2857
0.4286
0.5714
0.1429
0.2857
0.4286
0.5714
0.0000
0.7143
0.8572
1.0000
0.0000
1.0000
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
-0.4547
-0.4547
WKA
Lampiran 5
173
SAP2000 v7.40 File: WF 400X200
5/18/11 0:53:52
L O A D
C O M B I N A T I O N
COMBO
TYPE
COMB1
ADD
COMB2
KN-m Units
PAGE 1
M U L T I P L I E R S
CASE
FACTOR
TYPE
TITLE
DL
1.4000
STATIC(DEAD)
DL
LL
WKI
1.2000
0.5000
1.3000
STATIC(DEAD)
STATIC(LIVE)
STATIC(WIND)
DL
LL
WKA
1.2000
0.5000
1.3000
STATIC(DEAD)
STATIC(LIVE)
STATIC(WIND)
DL
WKI
LL
1.2000
0.8000
1.6000
STATIC(DEAD)
STATIC(WIND)
STATIC(LIVE)
DL
WKA
LL
1.2000
0.8000
1.6000
STATIC(DEAD)
STATIC(WIND)
STATIC(LIVE)
COMB1
ADD
COMB3
COMB2
ADD
COMB4
COMB3
ADD
COMB5
COMB4
ADD
COMB5
SAP2000 v7.40 File: WF 400X200
5/18/11 0:53:52
F R A M E
FRAME
E L E M E N T
LOAD
1
Minima
1
Maxima
2
Minima
2
Maxima
LOC
KN-m Units
PAGE 2
F O R C E S
P
V2
V3
T
M2
M3
-75.00
COMB5
-39.63
COMB2
-16.47
COMB4
27.42
COMB4
0.00
COMB5
0.00
COMB4
0.00
COMB5
0.00
COMB5
0.00
COMB4
0.00
COMB5
-66.38
COMB4
39.86
COMB4
-75.00
COMB4
-39.63
COMB3
-27.42
COMB5
16.47
COMB5
0.00
COMB4
0.00
COMB5
0.00
COMB5
0.00
COMB5
0.00
COMB5
0.00
COMB4
-66.38
COMB4
39.86
COMB5
Lampiran 6
174
Lampiran 7
175
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 1
5/17/11 0:50:16
S T A T I C
L O A D
C A S E S
STATIC
CASE
SELF WT
CASE
TYPE
FACTOR
LOAD1
DEAD
0.0000
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 2
5/17/11 0:50:16
J O I N T
D A T A
JOINT
GLOBAL-X
GLOBAL-Y
GLOBAL-Z
RESTRAINTS
ANGLE-A
ANGLE-B
ANGLE-C
1
0.00000
0.00000
0.00000
1 1 1 0 0 0
0.000
0.000
0.000
2
4.50000
0.00000
2.80000
0 0 0 0 0 0
0.000
0.000
0.000
3
6.00000
0.00000
2.80000
1 1 1 0 0 0
0.000
0.000
0.000
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 3
5/17/11 0:50:16
F R A M E
E L E M E N T
D A T A
FRAME
JNT-1
JNT-2
SECTION
ANGLE
RELEASES
SEGMENTS
R1
R2
FACTOR
LENGTH
1
1
2
FSEC1
0.000
000000
2
0.000
0.000
1.000
5.300
2
2
3
FSEC1
0.000
000000
4
0.000
0.000
1.000
1.500
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 4
5/17/11 0:50:16
F R A M E
S P A N
D I S T R I B U T E D
L O A D S
Load Case
LOAD1
FRAME
TYPE
DIRECTION
DISTANCE-A
VALUE-A
DISTANCE-B
VALUE-B
1
FORCE
GLOBAL-Z
0.0000
-13.2720
1.0000
-13.2720
2
FORCE
GLOBAL-Z
0.0000
-10.2480
1.0000
-10.2480
Lampiran 8
176
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 1
5/17/11 0:53:28
J O I N T
JOINT
D I S P L A C E M E N T S
LOAD
U1
U2
U3
R1
R2
R3
1
LOAD1
0.0000
0.0000
0.0000
0.0000
9.119E-05
0.0000
2
LOAD1
4.902E-06
0.0000
-4.569E-05
0.0000
-4.591E-05
0.0000
3
LOAD1
0.0000
0.0000
0.0000
0.0000
-2.602E-05
0.0000
KN-m Units
PAGE 2
SAP2000 v7.40 File: TANGGA
5/17/11 0:53:28
J O I N T
JOINT
R E A C T I O N S
LOAD
F1
F2
F3
M1
M2
M3
1
LOAD1
98.0499
0.0000
91.6416
0.0000
0.0000
0.0000
3
LOAD1
-98.0499
0.0000
-5.9280
0.0000
0.0000
0.0000
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 3
5/17/11 0:53:28
F R A M E
FRAME
1
2
E L E M E N T
LOAD
F O R C E S
LOC
P
V2
V3
T
M2
M3
0.00
-131.66
-26.01
0.00
0.00
0.00
0.00
2.65
-113.08
3.85
0.00
0.00
0.00
29.36
5.30
-94.50
33.72
0.00
0.00
0.00
-20.42
0.00
-98.05
-21.30
0.00
0.00
0.00
-20.42
3.8E-01
-98.05
-17.46
0.00
0.00
0.00
-13.15
7.5E-01
-98.05
-13.61
0.00
0.00
0.00
-7.33
1.13
-98.05
-9.77
0.00
0.00
0.00
-2.94
1.50
-98.05
-5.93
0.00
0.00
0.00
0.00
LOAD1
LOAD1
Lampiran 9
177
Lampiran 11
178
Lampiran 11
179
Lampiran 12
180
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
M A S S
S O U R C E
LATERAL
MASS ONLY
LUMP MASS
AT STORIES
Loads
Yes
Yes
S O U R C E
L O A D S
LOAD
MULTIPLIER
DEAD
LIVE
1.0000
0.5000
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
D I A P H R A G M
M A S S
STORY
DIAPHRAGM
ATAP
STORY5
STORY4
STORY3
STORY2
STORY1
D6
D5
D4
D3
D2
D1
PAGE 1
D A T A
MASS
FROM
M A S S
KN-m Units
KN-m Units
PAGE 2
D A T A
MASS-X
MASS-Y
MMI
X-M
Y-M
101.0480
704.2641
890.2409
903.9169
1030.0507
1136.0918
101.0480
704.2641
890.2409
903.9169
1030.0507
1136.0918
22240.9531
110999.5054
135256.2727
138054.5703
172472.2579
200298.5645
10.500
10.141
10.266
10.263
11.557
12.311
19.000
17.664
17.716
17.698
16.586
15.942
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
KN-m Units
M A T E R I A L
P R O P E R T Y
D A T A
MATERIAL
NAME
MATERIAL
TYPE
DESIGN
TYPE
MATERIAL
DIR/PLANE
CONC
Iso
Concrete
All
M A T E R I A L
MATERIAL
NAME
CONC
P R O P E R T Y
M A S S
MASS PER
UNIT VOL
WEIGHT PER
UNIT VOL
2.4010E+00
2.3560E+01
M A T E R I A L
D E S I G N
MATERIAL
NAME
LIGHTWEIGHT
CONCRETE
CONC
No
D A T A
MODULUS OF
ELASTICITY
POISSON'S
RATIO
23500000
0.2000
A N D
F O R
S E C T I O N
C O N C R E T E
9.9000E-06 9791666.667
REBAR
FY
REBAR
FYS
LIGHTWT
REDUC FACT
25000.000
400000.000
240000.000
N/A
KN-m Units
PAGE 5
D A T A
FRAME SECTION NAME
MATERIAL
NAME
SECTION SHAPE NAME OR NAME
IN SECTION DATABASE FILE
CONC
COL
K700
K600
K500
B400X700
B250X400
B300X500
CONC
CONC
CONC
CONC
CONC
CONC
Rectangular
Rectangular
Rectangular
Rectangular
Rectangular
Rectangular
Yes
Yes
Yes
F R A M E
S E C T I O N
P R O P E R T Y
SHEAR
MODULUS
M A T E R I A L S
CONCRETE
FC
P R O P E R T Y
THERMAL
COEFF
W E I G H T
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
F R A M E
PAGE 4
D A T A
CONC
BEAM
Yes
Yes
Yes
Lampiran 12
181
FRAME SECTION NAME
SECTION
DEPTH
FLANGE
WIDTH TOP
FLANGE
THICK TOP
WEB
THICK
FLANGE
WIDTH BOT
FLANGE
THICK BOT
0.7000
0.6000
0.5000
0.7000
0.4000
0.5000
0.7000
0.6000
0.5000
0.4000
0.2500
0.3000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
REINF
SIZE/TYPE
NUM BARS
3DIR/2DIR
NUM BARS
CIRCULAR
BAR
COVER
#9/Design
#9/Design
#9/Design
3/3
3/3
3/3
N/A
N/A
N/A
45.7200
45.7200
45.7200
K700
K600
K500
B400X700
B250X400
B300X500
C O N C R E T E
C O L U M N
D A T A
REINF CONFIGURATION
LONGIT
LATERAL
FRAME SECTION NAME
K700
K600
K500
Rectangular Ties
Rectangular Ties
Rectangular Ties
C O N C R E T E
B E A M
D A T A
FRAME SECTION NAME
B400X700
B250X400
B300X500
TOP
COVER
BOT
COVER
TOP LEFT
AREA
TOP RIGHT
AREA
BOT LEFT
AREA
BOT RIGHT
AREA
0.0400
0.0400
0.0400
0.0400
0.0400
0.0400
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
S H E L L
S E C T I O N
P R O P E R T Y
SHELL
SECTION
MATERIAL
NAME
SHELL
TYPE
LANTAI
ATAP
CONC
CONC
Membrane
Membrane
L O A D
PAGE 6
D A T A
MEMBRANE
THICK
BENDING
THICK
TOTAL
WEIGHT
TOTAL
MASS
0.1200
0.1200
0.1200
0.1200
9657.7152
0.0000
984.2179
0.0000
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
S T A T I C
KN-m Units
KN-m Units
PAGE 7
KN-m Units
PAGE 8
C A S E S
STATIC
CASE
CASE
TYPE
AUTO LAT
LOAD
DEAD
LIVE
EX
EY
DEAD
LIVE
QUAKE
QUAKE
N/A
N/A
None
None
SELF WT
MULTIPLIER
1.0000
0.0000
0.0000
0.0000
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
CASE
TYPE
LOAD
MULTIPLIER
COMB1
ADD
DEAD
Static
1.4000
COMB2
ADD
DEAD
LIVE
Static
Static
1.2000
1.6000
COMB3
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
1.0000
0.3000
COMB4
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-1.0000
0.3000
COMB5
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
1.0000
-0.3000
Lampiran 12
182
COMB6
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-1.0000
-0.3000
COMB7
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
0.3000
1.0000
COMB8
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-0.3000
1.0000
COMB9
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
0.3000
-1.0000
COMB10
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-0.3000
-1.0000
COMB11
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
1.0000
0.3000
COMB12
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-1.0000
0.3000
COMB13
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
1.0000
-0.3000
COMB14
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-1.0000
-0.3000
COMB15
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
0.3000
1.0000
COMB16
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-0.3000
1.0000
COMB17
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
0.3000
-1.0000
COMB18
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-0.3000
-1.0000
ENVE
ENVE
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Lampiran 13
183
Story
STORY5
Beam
B50
Load
ENVE MAX
STORY5
B50
ENVE MIN
STORY4
B50
ENVE MAX
STORY4
B50
ENVE MIN
STORY3
B50
ENVE MAX
STORY3
B50
ENVE MIN
STORY2
B50
ENVE MAX
STORY2
B50
ENVE MIN
STORY1
B50
ENVE MAX
STORY1
B50
ENVE MIN
STORY5
B51
ENVE MAX
STORY5
B51
ENVE MIN
STORY4
B51
ENVE MAX
STORY4
B51
ENVE MIN
STORY3
B51
ENVE MAX
STORY3
B51
ENVE MIN
STORY2
B51
ENVE MAX
Loc
0,25
4
7,75
0,25
4
7,75
0,3
4
7,7
0,3
4
7,7
0,3
4
7,7
0,3
4
7,7
0,35
4
7,65
0,35
4
7,65
0,35
4
7,65
0,35
4
7,65
0,25
2,5
4,75
0,25
2,5
4,75
0,3
2,5
4,7
0,3
2,5
4,7
0,3
2,5
4,7
0,3
2,5
4,7
0,35
2,5
4,65
P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V2
-72,33
-19,36
204,61
-206,07
-115,61
71,31
-70,85
19,17
293,53
-289,31
-149,51
72,54
-44,77
45,25
319,56
-317,91
-178,11
44,01
-31
58,1
331,19
-331,03
-192,55
28,63
-33,92
55,18
328,92
-326,24
-187,75
32,97
-12,72
18,23
74,67
-74,16
-17,82
13,02
-7,14
45,77
131,49
-131,2
-45,54
7,31
10,24
63,2
148,91
-148,51
-62,9
-10,04
20,83
72,89
157,39
V3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
8,865
8,865
5,209
-8,467
-8,467
-5,257
16,447
16,447
16,522
-16,237
-16,237
-16,904
23,567
23,567
23,173
-23,376
-23,376
-23,49
28,695
28,695
26,611
-28,439
-28,439
-26,931
27,381
27,381
24,412
-27,144
-27,144
-24,635
0,001
0,001
0,001
-0,106
-0,106
-0,106
0,19
0,19
0,19
-0,1
-0,1
-0,1
0,156
0,156
0,156
-0,135
-0,135
-0,135
0,286
0,286
0,286
M2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
M3
18,023
363,398
-2,023
-293,101
163,77
-265,036
97,214
351,329
74,259
-501,43
173,558
-500,431
190,696
342,92
172,357
-616,937
166,669
-602,013
231,109
329,586
222,09
-663,626
161,752
-646,659
221,274
331,751
207,755
-643,904
163,175
-636,795
-1,784
0,817
-2,728
-117,487
-1,42
-118,361
55,566
37,027
55,177
-174,449
19,731
-175,067
95,382
39,183
94,596
-210,65
20,982
-211,183
117,921
43,861
119,024
Lampiran 13
184
Story
STORY2
Beam
B51
Load
ENVE MIN
STORY1
B51
ENVE MAX
STORY1
B51
ENVE MIN
STORY5
B52
ENVE MAX
STORY5
B52
ENVE MIN
STORY4
B52
ENVE MAX
STORY4
B52
ENVE MIN
STORY3
B52
ENVE MAX
STORY3
B52
ENVE MIN
STORY2
B52
ENVE MAX
STORY2
B52
ENVE MIN
STORY1
B52
ENVE MAX
STORY1
B52
ENVE MIN
STORY2
B53
ENVE MAX
STORY2
B53
ENVE MIN
STORY1
B53
ENVE MAX
STORY1
B53
ENVE MIN
Loc
0,35
2,5
4,65
0,35
2,5
4,65
0,35
2,5
4,65
0,25
4
7,75
0,25
4
7,75
0,3
4
7,7
0,3
4
7,7
0,3
4
7,7
0,3
4
7,7
0,35
4
7,65
0,35
4
7,65
0,35
4
7,65
0,35
4
7,65
0,35
2,5
4,65
0,35
2,5
4,65
0,35
2,5
4,65
0,35
2,5
4,65
P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V2
-157,85
-73,27
-21,13
17,19
69,26
153,69
-154,54
-69,96
-17,75
-71,09
115,91
206,37
-205,32
18,98
71,95
-72,3
149,32
289,13
-294,06
-19,89
70,13
-42,83
178,85
318,66
-321,29
-47,11
42,91
-33,48
187,47
325,95
-326,56
-55,11
33,98
-36,4
184,29
322,77
-323,5
-51,86
37,23
59,64
80,22
112,56
-99,58
-69,25
-50,68
39,17
79,79
141,15
-137,91
-76,83
-36,5
V3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
-0,272
-0,272
-0,272
0,428
0,428
0,428
-0,404
-0,404
-0,404
5,256
8,749
8,749
-5,177
-9,047
-9,047
17,429
16,412
16,412
-16,143
-17,288
-17,288
23,823
22,992
22,992
-22,967
-24,634
-24,634
28,712
28,022
28,022
-26,841
-24,944
-24,944
26,279
25,151
25,151
-25,012
-22,065
-22,065
1,515
1,515
1,515
-0,438
-0,438
-0,438
3,167
3,167
3,167
-1,813
-1,813
-1,813
M2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
M3
-221,242
23,339
-220,71
109,755
42,906
111,226
-215,026
22,985
-213,483
-1,293
363,654
19,71
-267,228
163,776
-294,139
75,21
350,75
98,919
-503,455
173,582
-500,818
174,887
342,812
198,859
-606,941
164,856
-621,417
211,671
326,462
210,169
-641,012
167,078
-638,96
199,569
326,435
198,789
-629,158
167,519
-628,654
151,933
17,944
136,06
-168,265
6,826
-199,558
135,839
36,46
145,234
-200,198
11,346
-222,286
Lampiran 13
185
Story
STORY5
Beam
B7
Load
ENVE MAX
STORY5
B7
ENVE MIN
STORY4
B7
ENVE MAX
STORY4
B7
ENVE MIN
STORY3
B7
ENVE MAX
STORY3
B7
ENVE MIN
STORY2
B7
ENVE MAX
STORY2
B7
ENVE MIN
STORY1
B7
ENVE MAX
STORY1
B7
ENVE MIN
STORY5
B20
ENVE MAX
STORY5
B20
ENVE MIN
STORY4
B20
ENVE MAX
STORY4
B20
ENVE MIN
STORY3
B20
ENVE MAX
STORY3
B20
ENVE MIN
STORY2
B20
ENVE MAX
Loc
0,25
2
3,75
0,25
2
3,75
0,3
2
3,7
0,3
2
3,7
0,3
2
3,7
0,3
2
3,7
0,35
2
3,65
0,35
2
3,65
0,35
2
3,65
0,35
2
3,65
0,25
3
5,75
0,25
3
5,75
0,3
3
5,7
0,3
3
5,7
0,3
3
5,7
0,3
3
5,7
0,35
3
5,65
P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V2
14,56
25,89
44,76
-54,34
-34,32
-21,85
16,79
45,17
85,65
-98,63
-55,91
-25,28
35,09
63,47
104,27
-115,41
-72,68
-42,37
31,51
66,71
121,99
-129,55
-72,92
-36,37
27,44
62,64
118,76
-121,8
-65,17
-29,46
-23,91
16,27
89,92
-77,86
-7,82
30,16
-19,06
50,32
161,65
-152,83
-42,91
25,06
-2,86
66,28
177,61
-170,69
-60,53
7,43
1,96
69,74
179,94
V3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
2,994
2,994
2,994
-0,257
-0,257
-0,257
2,657
2,657
2,657
-0,967
-0,967
-0,967
3,175
3,175
3,175
-1,791
-1,791
-1,791
0,813
0,813
0,813
-0,024
-0,024
-0,024
0,548
0,548
0,548
-0,189
-0,189
-0,189
1,8
1,8
1,8
0,247
0,247
0,247
1,402
1,402
1,402
0,434
0,434
0,434
1,483
1,483
1,483
0,217
0,217
0,217
0,461
0,461
0,461
M2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
M3
40,238
10,032
49,079
-74,922
2,616
-54,248
64,911
19,713
74,361
-119,759
8,844
-92,711
96,402
20,181
103,251
-148,358
8,677
-123,89
95,666
28,99
100,229
-148,477
14,069
-132,56
88,83
28,833
88,795
-135,78
14,04
-127,391
2,441
55,862
-19,056
-89,968
22,411
-114,952
76,169
78,784
51,088
-216,85
37,061
-231,774
121,029
78,944
97,756
-265,941
36,166
-273,696
130,391
79,112
115,564
Lampiran 13
186
Story
STORY2
Beam
B20
Load
ENVE MIN
STORY1
B20
ENVE MAX
STORY1
B20
ENVE MIN
STORY5
B39
ENVE MAX
STORY5
B39
ENVE MIN
STORY4
B39
ENVE MAX
STORY4
B39
ENVE MIN
STORY3
B39
ENVE MAX
STORY3
B39
ENVE MIN
STORY2
B39
ENVE MAX
STORY2
B39
ENVE MIN
STORY1
B39
ENVE MAX
STORY1
B39
ENVE MIN
STORY5
B64
ENVE MAX
STORY5
B64
ENVE MIN
STORY4
B64
ENVE MAX
STORY4
B64
ENVE MIN
Loc
0,35
3
5,65
0,35
3
5,65
0,35
3
5,65
0,25
4,5
8,75
0,25
4,5
8,75
0,3
4,5
8,7
0,3
4,5
8,7
0,3
4,5
8,7
0,3
4,5
8,7
0,35
4,5
8,65
0,35
4,5
8,65
0,35
4,5
8,65
0,35
4,5
8,65
0,25
4,5
8,75
0,25
4,5
8,75
0,3
4,5
8,7
0,3
4,5
8,7
P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V2
-176,03
-66,43
0,75
-3,37
64,96
175,16
-168,99
-59,94
7,24
-65,45
108,4
221,37
-188,31
-78,1
82,98
-76,22
29,81
301,63
-290,04
-123,74
83,24
-51,44
54,59
325,98
-315,88
-149,58
57,57
-38,31
66,79
334,82
-327,7
-162,72
43,03
-46,11
58,99
327,02
-318,38
-153,4
51,95
-84,34
-20,43
187,69
-219,94
4,71
68,62
-80,79
25,24
292,46
-298,69
-29,3
76,73
V3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
-0,062
-0,062
-0,062
0,751
0,751
0,751
-0,204
-0,204
-0,204
21,197
-0,197
-0,197
0,528
0,528
-18,469
34,858
34,858
7,133
-8,286
-8,286
-32,489
41,69
41,69
13,39
-14,766
-14,766
-39,327
43,25
43,25
16,401
-15,765
-15,765
-43,049
41,304
41,304
15,694
-14,021
-14,021
-41,953
18,268
18,268
-1,962
0,041
-22,313
-22,313
32,187
32,187
8,11
-8,075
-31,214
-31,214
M2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
M3
-272,738
37,958
-275,476
115,946
79,029
98,522
-253,946
38,204
-263,112
14,112
298,044
-77,906
-307,282
134,962
-418,468
81,771
325,338
39,435
-574,858
162,43
-611,009
185,29
322,73
143,467
-686,79
159,032
-713,455
233,257
316,343
200,08
-729,115
154,144
-745,368
200,399
316,195
163,977
-690,207
155,042
-714,139
-81,206
297,298
-3,804
-407,433
137,286
-300,439
45,532
321,313
76,84
-601,961
157,886
-590,34
Lampiran 13
187
Story
STORY3
Beam
B64
Load
ENVE MAX
STORY3
B64
ENVE MIN
STORY2
B64
ENVE MAX
STORY2
B64
ENVE MIN
STORY1
B64
ENVE MAX
STORY1
B64
ENVE MIN
STORY5
B81
ENVE MAX
STORY5
B81
ENVE MIN
STORY4
B81
ENVE MAX
STORY4
B81
ENVE MIN
STORY3
B81
ENVE MAX
STORY3
B81
ENVE MIN
STORY2
B81
ENVE MAX
STORY2
B81
ENVE MIN
STORY1
B81
ENVE MAX
STORY1
B81
ENVE MIN
Loc
0,3
4,5
8,7
0,3
4,5
8,7
0,35
4,5
8,65
0,35
4,5
8,65
0,35
4,5
8,65
0,35
4,5
8,65
0,25
3
5,75
0,25
3
5,75
0,3
3
5,7
0,3
3
5,7
0,3
3
5,7
0,3
3
5,7
0,35
3
5,65
0,35
3
5,65
0,35
3
5,65
0,35
3
5,65
P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V2
-55,73
50,3
317,46
-323,07
-54,24
51,79
-41,54
63,56
329,4
-332,72
-65,81
39,29
-50,6
54,5
319,8
-325,43
-57,93
47,18
-22,36
39,65
84,57
-103,49
-15,59
9,96
-36,69
94,26
175,31
-176,82
-20,42
32,25
-19,19
112,57
193,62
-192,77
-37,5
15,17
-12,97
118,02
198,07
-196,38
-42,56
9,38
-19,91
109,59
189,63
-192,97
-37,8
14,14
V3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
38,81
38,81
14,028
-14,332
-38,531
-38,531
43,006
43,006
18,346
-16,945
-44,16
-44,16
41,602
41,602
18,309
-15,534
-43,93
-43,93
12,34
-5,724
-5,724
3,61
-21,208
-21,208
36,073
-15,333
-15,333
13,012
-39,492
-39,492
39,267
-12,182
-12,182
10,441
-42,266
-42,266
41,622
-10,047
-10,047
9,13
-43,955
-43,955
41,196
-10,148
-10,148
9,388
-43,878
-43,878
M2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
M3
147,931
319,388
181,284
-704,088
155,376
-697,708
204,766
315,085
227,671
-738,334
153,178
-738,426
168,306
315,18
194,333
-709,156
154,023
-697,837
0,862
62,861
37,661
-152,812
24,249
-133,868
40,55
127,6
59,074
-242,695
72,834
-260,056
85,929
126,757
104,24
-285,638
71,832
-310,091
102,898
127,272
116,236
-289,943
72,376
-312,155
84,817
127,14
103,573
-281,142
72,355
-289,903
Lampiran 13
188
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
April 24, 2011 22:16
COMB1
ADD
DEAD
Static
1.4000
COMB2
ADD
DEAD
LIVE
Static
Static
1.2000
1.6000
COMB3
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
1.0000
0.3000
COMB4
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-1.0000
0.3000
COMB5
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
1.0000
-0.3000
COMB6
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-1.0000
-0.3000
COMB7
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
0.3000
1.0000
COMB8
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-0.3000
1.0000
COMB9
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
0.3000
-1.0000
COMB10
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-0.3000
-1.0000
COMB11
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
1.0000
0.3000
COMB12
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-1.0000
0.3000
COMB13
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
1.0000
-0.3000
COMB14
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-1.0000
-0.3000
COMB15
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
0.3000
1.0000
COMB16
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-0.3000
1.0000
COMB17
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
0.3000
-1.0000
COMB18
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-0.3000
-1.0000
KN-m Units
PAGE 1
Lampiran 13
189
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
April 24, 2011 22:16
C O L U M N
F O R C E
KN-m Units
PAGE 2
E N V E L O P E S
STORY
COLUMN
ITEM
P
V2
V3
T
M2
M3
STORY5
C18
Min
Min
Max
Max
Value
Case
Value
Case
-748.38
COMB2
-346.86
COMB11
-119.18
COMB4
28.19
COMB13
-79.76
COMB18
81.66
COMB7
-0.530
COMB14
0.592
COMB3
-153.637
COMB18
158.963
COMB7
-228.446
COMB4
224.451
COMB4
STORY4
C18
Min
Min
Max
Max
Value
Case
Value
Case
-1700.46
COMB2
-857.16
COMB11
-181.89
COMB4
74.28
COMB13
-161.66
COMB18
166.25
COMB7
-1.720
COMB14
1.857
COMB3
-329.299
COMB18
338.765
COMB7
-376.832
COMB4
314.337
COMB4
STORY3
C18
Min
Min
Max
Max
Value
Case
Value
Case
-2649.54
COMB2
-1364.52
COMB11
-194.66
COMB4
112.65
COMB13
-192.49
COMB18
195.54
COMB7
-0.840
COMB12
1.042
COMB5
-414.785
COMB18
421.530
COMB7
-412.665
COMB4
327.988
COMB6
STORY2
C18
Min
Min
Max
Max
Value
Case
Value
Case
-3608.98
COMB2
-1874.95
COMB11
-236.68
COMB6
106.99
COMB11
-223.62
COMB17
227.70
COMB8
-6.526
COMB15
6.518
COMB10
-523.804
COMB17
533.860
COMB8
-544.672
COMB6
354.724
COMB6
STORY1
C18
Min
Min
Max
Max
Value
Case
Value
Case
-4585.94
COMB2
-2395.58
COMB11
-180.51
COMB6
136.94
COMB11
-172.10
COMB17
173.22
COMB8
-4.539
COMB15
4.545
COMB10
-666.870
COMB17
671.445
COMB8
-648.703
COMB6
567.785
COMB11
Lampiran 13
190
Lampiran 13
191
Lampiran 13
192
Lampiran 13
193
Lampiran 13
194
Lampiran 13
195
Lampiran 13
196
Lampiran 13
197
Lampiran 13
198
Lampiran 13
199
Lampiran 13
200
Lampiran 15
201
Lampiran 16
202
Lampiran 17
203
Lampiran 18
204
Lampiran 19
205
Lampiran 19
206
Lampiran 19
207
Lampiran 19
208
KESIMPULAN DAN SARAN
5.1. Kesimpulan
Setelah melakukan analisis dan perancangan pada struktur Gedung Pasca
Sarjana Universitas Diponegoro Semarang, dapat diambil beberapa kesimpulan
seperti yang tercantum di bawah ini.
1. Dalam
perencanaan
atap,
digunakan
kuda-kuda
monoframe
yang
menggunakan profil WF. Untuk profil kuda-kuda digunakan profil WF dengan
ukuran
400x200,
sedangkan
untuk
gording
digunakan
profil
C
150x50x20x3,2.
2. Pelat tangga digunakan tebal 120 mm dengan tulangan D13-150 pada
tumpuan, tulangan D13-100 pada lapangan dan tulangan susut P10-300. Balok
bordes digunakan dimensi 250 mm x 400 mm dengan 3D16 untuk tulangan
tarik dan 2D16 untuk tulangan tekan.
3. Pelat lantai digunakan tebal 120 mm. Pelat lantai dua arah dengan tulangan
P10-100 untuk arah X dan Y dan tulangan susut P8-150.
4. Dalam perencanaan balok , digunakan 3 macam dimensi yaitu sebesar 400 mm
x 700 mm, 300 mm x 600 mm, dan 250 mm x 600 mm. Balok – balok tersebut
direncanakan dengan tulangan lentur dan geser yang berbeda-beda.
5. Dalam perencanaan kolom, dimensi yang digunakan untuk kolom 1 – lantai 2
sebesar 700 mm x 700 mm, dimensi yang digunakan untuk kolom lantai 3 lantai 4 sebesar 600 mm x 600 mm, sedangkan dimensi yang digunakan untuk
161
162
kolom lantai 5 - lantai 6 sebesar 500 mm x 500 mm Kolom – kolom tersebut
direncanakan dengan jumlah tulangan longitudinal dan transversal yang
berbeda –beda pula.
6. Dalam perencanaan pondasi, dimensi poer yang digunakan adalah 4,5 m x 4,5
m, dengan tebal poer 0,8 m. Tulangan yang digunakan untuk bagian poer
adalah D22-150 untuk arah memanjang dan arah lebar dan pada bagian atas
dipasang tulangan D16-200. Jumlah tiang yang digunakan 5 buah dengan
tulangan 15D16.
6.2 Saran
Saran-saran yang dapat diberikan penulis dari hasil Tugas Akhir yang
disusun tercantum seperti di bawah ini.
1. Sebelum perencanaan struktur sebaiknya dilakukan estimasi awal pada
ukuran elemen struktur, sehingga tidak terjadi penentuan elemen struktur
berulang-ulang.
2. Untuk kemudahan dalam melaksanakan analisis struktur terutama dalam
pembuatan model struktur gedung akan lebih mudah jika memakai
program analisis struktur ETABS dan SAP2000 beserta program-program
bantu lainnya.
3. Dalam pemodelan struktur gedung pada program ETABS hendaknya
diperhatikan bukan hanya dalam memasukkan beban, tapi juga dalam
penggambaran elemen sangat penting. Karena sering analisis tidak berhasil
karena salah dalam penggambaran elemen struktur.
163
DAFTAR PUSTAKA
Arfiadi, Y., 2005, Lecture Notes On Reinforce Concrete Structures II, FT.UAJY
Badan Standarisasi Nasional, 2002, Tata Cara Perencanaan Struktur Beton Untuk
Bangunan Gedung, SNI 03-2847-2002, Yayasan LPMB, Bandung.
Badan Standarisasi Nasional, 2002, Tata cara Perencanaan Ketahanan Gempa
untuk Bangunan Gedung , SNI 03-1726-2002, Yayasan LPMB, Bandung.
Badan Standarisasi Nasional, 2002, Tata Cara Perencanaan Struktur Baja untuk
Bangunan Gedung, SNI 03-1729-2002, Yayasan LPMB, Bandung.
Bowles, J.E., 1984, Analisa dan Disain Pondasi, Penerbit Erlangga, Jakarta.
Departemen Pekerjaan Umum, 1983, Peraturan Beton Bertulang Indonesia 1971 ,
Yayasan LPMB, Bandung.
Departemen Pekerjaan Umum, 1983, Peraturan Pembebanan Indonesia untuk
Gedung, Yayasan LPMB, Bandung.
Dipohusodo, I., 1994, Struktur Beton Bertulang, Gramedia, Jakarta.
Nawy, E., G., 1990, Beton Bertulang Suatu Pendekatan Dasar , PT. Eresco,
Bandung.
Purwono, Rachmat, 2005, Perencanaan Struktur Beton Bertulang Tahan Gempa ,
ITS Press, Surabaya.
Redana, I Wayan, 2010, Teknik Pondasi, Udayana University Press, Denpasar.
Setiawan, Agus, 2008, Perencanaan Struktur Beton Baja dengan Metode LRFD ,
PT. Erlangga, Jakarta.
Suryolelono, K. Basah, 1994, Teknik Fondasi, NAFIRI, Yogyakarta.
LAMPIRAN
Lampiran 1
164
Lampiran 1
165
Lampiran 1
166
Lampiran 1
167
Lampiran 1
168
Lampiran 4
171
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
S T A T I C
L O A D
KN-m Units
C A S E S
STATIC
CASE
CASE
TYPE
SELF WT
FACTOR
DL
LL
WKI
WKA
DEAD
LIVE
WIND
WIND
1.0000
0.0000
0.0000
0.0000
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
J O I N T
PAGE 1
KN-m Units
PAGE 2
D A T A
JOINT
GLOBAL-X
GLOBAL-Y
GLOBAL-Z
RESTRAINTS
ANGLE-A
ANGLE-B
ANGLE-C
1
2
3
0.00000
10.50000
21.00000
0.00000
0.00000
0.00000
0.00000
6.06220
0.00000
1 1 1 0 0 0
0 0 0 0 0 0
1 1 1 0 0 0
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
F R A M E
E L E M E N T
KN-m Units
PAGE 3
D A T A
FRAME
JNT-1
JNT-2
SECTION
ANGLE
RELEASES
SEGMENTS
R1
R2
FACTOR
LENGTH
1
2
1
2
2
3
W400X200
W400X200
0.000
0.000
000000
000000
2
2
0.000
0.000
0.000
0.000
1.000
1.000
12.124
12.124
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
J O I N T
F O R C E S
KN-m Units
Load Case
PAGE 4
DL
JOINT
GLOBAL-X
GLOBAL-Y
GLOBAL-Z
GLOBAL-XX
GLOBAL-YY
GLOBAL-ZZ
1
2
3
0.000
0.000
0.000
0.000
0.000
0.000
-3.968
-3.968
-3.968
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
J O I N T
F O R C E S
KN-m Units
Load Case
PAGE 5
LL
JOINT
GLOBAL-X
GLOBAL-Y
GLOBAL-Z
GLOBAL-XX
GLOBAL-YY
GLOBAL-ZZ
1
2
3
0.000
0.000
0.000
0.000
0.000
0.000
-1.000
-1.000
-1.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
F R A M E
S P A N
KN-m Units
P O I N T
PAGE 6
L O A D S
Load Case
FRAME
TYPE
DIRECTION
DISTANCE
VALUE
1
1
1
2
2
2
1
1
1
2
2
2
2
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
0.1429
0.2857
0.4286
0.1429
0.2857
0.4286
0.5714
0.7143
0.8572
0.5714
0.7143
0.8572
1.0000
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
-3.9679
0.0000
SAP2000 v7.40 File: WF 400X200
KN-m Units
PAGE 7
DL
Lampiran 4
172
5/18/11 0:50:23
F R A M E
S P A N
P O I N T
L O A D S
Load Case
FRAME
TYPE
DIRECTION
DISTANCE
VALUE
1
1
1
2
2
2
1
1
1
2
2
2
2
1
1
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
GLOBAL-Z
0.5714
0.7143
0.8572
0.5714
0.7143
0.8572
0.1429
0.2857
0.4286
0.1429
0.2857
0.4286
1.0000
0.0000
1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
-1.0000
0.0000
0.0000
0.0000
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
F R A M E
S P A N
KN-m Units
P O I N T
PAGE 8
L O A D S
Load Case
FRAME
TYPE
DIRECTION
DISTANCE
VALUE
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
0.1429
0.2857
0.4286
0.5714
0.0000
0.7143
0.8572
1.0000
0.0000
1.0000
0.1429
0.2857
0.4286
0.5714
0.7143
0.8572
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
SAP2000 v7.40 File: WF 400X200
5/18/11 0:50:23
F R A M E
S P A N
KN-m Units
P O I N T
LL
WKI
PAGE 9
L O A D S
Load Case
FRAME
TYPE
DIRECTION
DISTANCE
VALUE
2
2
2
2
2
2
1
1
1
1
1
1
1
1
2
2
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
FORCE
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
LOCAL-2
0.7143
0.8572
0.1429
0.2857
0.4286
0.5714
0.1429
0.2857
0.4286
0.5714
0.0000
0.7143
0.8572
1.0000
0.0000
1.0000
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
-0.4547
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
0.9094
-0.4547
-0.4547
WKA
Lampiran 5
173
SAP2000 v7.40 File: WF 400X200
5/18/11 0:53:52
L O A D
C O M B I N A T I O N
COMBO
TYPE
COMB1
ADD
COMB2
KN-m Units
PAGE 1
M U L T I P L I E R S
CASE
FACTOR
TYPE
TITLE
DL
1.4000
STATIC(DEAD)
DL
LL
WKI
1.2000
0.5000
1.3000
STATIC(DEAD)
STATIC(LIVE)
STATIC(WIND)
DL
LL
WKA
1.2000
0.5000
1.3000
STATIC(DEAD)
STATIC(LIVE)
STATIC(WIND)
DL
WKI
LL
1.2000
0.8000
1.6000
STATIC(DEAD)
STATIC(WIND)
STATIC(LIVE)
DL
WKA
LL
1.2000
0.8000
1.6000
STATIC(DEAD)
STATIC(WIND)
STATIC(LIVE)
COMB1
ADD
COMB3
COMB2
ADD
COMB4
COMB3
ADD
COMB5
COMB4
ADD
COMB5
SAP2000 v7.40 File: WF 400X200
5/18/11 0:53:52
F R A M E
FRAME
E L E M E N T
LOAD
1
Minima
1
Maxima
2
Minima
2
Maxima
LOC
KN-m Units
PAGE 2
F O R C E S
P
V2
V3
T
M2
M3
-75.00
COMB5
-39.63
COMB2
-16.47
COMB4
27.42
COMB4
0.00
COMB5
0.00
COMB4
0.00
COMB5
0.00
COMB5
0.00
COMB4
0.00
COMB5
-66.38
COMB4
39.86
COMB4
-75.00
COMB4
-39.63
COMB3
-27.42
COMB5
16.47
COMB5
0.00
COMB4
0.00
COMB5
0.00
COMB5
0.00
COMB5
0.00
COMB5
0.00
COMB4
-66.38
COMB4
39.86
COMB5
Lampiran 6
174
Lampiran 7
175
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 1
5/17/11 0:50:16
S T A T I C
L O A D
C A S E S
STATIC
CASE
SELF WT
CASE
TYPE
FACTOR
LOAD1
DEAD
0.0000
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 2
5/17/11 0:50:16
J O I N T
D A T A
JOINT
GLOBAL-X
GLOBAL-Y
GLOBAL-Z
RESTRAINTS
ANGLE-A
ANGLE-B
ANGLE-C
1
0.00000
0.00000
0.00000
1 1 1 0 0 0
0.000
0.000
0.000
2
4.50000
0.00000
2.80000
0 0 0 0 0 0
0.000
0.000
0.000
3
6.00000
0.00000
2.80000
1 1 1 0 0 0
0.000
0.000
0.000
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 3
5/17/11 0:50:16
F R A M E
E L E M E N T
D A T A
FRAME
JNT-1
JNT-2
SECTION
ANGLE
RELEASES
SEGMENTS
R1
R2
FACTOR
LENGTH
1
1
2
FSEC1
0.000
000000
2
0.000
0.000
1.000
5.300
2
2
3
FSEC1
0.000
000000
4
0.000
0.000
1.000
1.500
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 4
5/17/11 0:50:16
F R A M E
S P A N
D I S T R I B U T E D
L O A D S
Load Case
LOAD1
FRAME
TYPE
DIRECTION
DISTANCE-A
VALUE-A
DISTANCE-B
VALUE-B
1
FORCE
GLOBAL-Z
0.0000
-13.2720
1.0000
-13.2720
2
FORCE
GLOBAL-Z
0.0000
-10.2480
1.0000
-10.2480
Lampiran 8
176
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 1
5/17/11 0:53:28
J O I N T
JOINT
D I S P L A C E M E N T S
LOAD
U1
U2
U3
R1
R2
R3
1
LOAD1
0.0000
0.0000
0.0000
0.0000
9.119E-05
0.0000
2
LOAD1
4.902E-06
0.0000
-4.569E-05
0.0000
-4.591E-05
0.0000
3
LOAD1
0.0000
0.0000
0.0000
0.0000
-2.602E-05
0.0000
KN-m Units
PAGE 2
SAP2000 v7.40 File: TANGGA
5/17/11 0:53:28
J O I N T
JOINT
R E A C T I O N S
LOAD
F1
F2
F3
M1
M2
M3
1
LOAD1
98.0499
0.0000
91.6416
0.0000
0.0000
0.0000
3
LOAD1
-98.0499
0.0000
-5.9280
0.0000
0.0000
0.0000
SAP2000 v7.40 File: TANGGA
KN-m Units
PAGE 3
5/17/11 0:53:28
F R A M E
FRAME
1
2
E L E M E N T
LOAD
F O R C E S
LOC
P
V2
V3
T
M2
M3
0.00
-131.66
-26.01
0.00
0.00
0.00
0.00
2.65
-113.08
3.85
0.00
0.00
0.00
29.36
5.30
-94.50
33.72
0.00
0.00
0.00
-20.42
0.00
-98.05
-21.30
0.00
0.00
0.00
-20.42
3.8E-01
-98.05
-17.46
0.00
0.00
0.00
-13.15
7.5E-01
-98.05
-13.61
0.00
0.00
0.00
-7.33
1.13
-98.05
-9.77
0.00
0.00
0.00
-2.94
1.50
-98.05
-5.93
0.00
0.00
0.00
0.00
LOAD1
LOAD1
Lampiran 9
177
Lampiran 11
178
Lampiran 11
179
Lampiran 12
180
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
M A S S
S O U R C E
LATERAL
MASS ONLY
LUMP MASS
AT STORIES
Loads
Yes
Yes
S O U R C E
L O A D S
LOAD
MULTIPLIER
DEAD
LIVE
1.0000
0.5000
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
D I A P H R A G M
M A S S
STORY
DIAPHRAGM
ATAP
STORY5
STORY4
STORY3
STORY2
STORY1
D6
D5
D4
D3
D2
D1
PAGE 1
D A T A
MASS
FROM
M A S S
KN-m Units
KN-m Units
PAGE 2
D A T A
MASS-X
MASS-Y
MMI
X-M
Y-M
101.0480
704.2641
890.2409
903.9169
1030.0507
1136.0918
101.0480
704.2641
890.2409
903.9169
1030.0507
1136.0918
22240.9531
110999.5054
135256.2727
138054.5703
172472.2579
200298.5645
10.500
10.141
10.266
10.263
11.557
12.311
19.000
17.664
17.716
17.698
16.586
15.942
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
KN-m Units
M A T E R I A L
P R O P E R T Y
D A T A
MATERIAL
NAME
MATERIAL
TYPE
DESIGN
TYPE
MATERIAL
DIR/PLANE
CONC
Iso
Concrete
All
M A T E R I A L
MATERIAL
NAME
CONC
P R O P E R T Y
M A S S
MASS PER
UNIT VOL
WEIGHT PER
UNIT VOL
2.4010E+00
2.3560E+01
M A T E R I A L
D E S I G N
MATERIAL
NAME
LIGHTWEIGHT
CONCRETE
CONC
No
D A T A
MODULUS OF
ELASTICITY
POISSON'S
RATIO
23500000
0.2000
A N D
F O R
S E C T I O N
C O N C R E T E
9.9000E-06 9791666.667
REBAR
FY
REBAR
FYS
LIGHTWT
REDUC FACT
25000.000
400000.000
240000.000
N/A
KN-m Units
PAGE 5
D A T A
FRAME SECTION NAME
MATERIAL
NAME
SECTION SHAPE NAME OR NAME
IN SECTION DATABASE FILE
CONC
COL
K700
K600
K500
B400X700
B250X400
B300X500
CONC
CONC
CONC
CONC
CONC
CONC
Rectangular
Rectangular
Rectangular
Rectangular
Rectangular
Rectangular
Yes
Yes
Yes
F R A M E
S E C T I O N
P R O P E R T Y
SHEAR
MODULUS
M A T E R I A L S
CONCRETE
FC
P R O P E R T Y
THERMAL
COEFF
W E I G H T
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
F R A M E
PAGE 4
D A T A
CONC
BEAM
Yes
Yes
Yes
Lampiran 12
181
FRAME SECTION NAME
SECTION
DEPTH
FLANGE
WIDTH TOP
FLANGE
THICK TOP
WEB
THICK
FLANGE
WIDTH BOT
FLANGE
THICK BOT
0.7000
0.6000
0.5000
0.7000
0.4000
0.5000
0.7000
0.6000
0.5000
0.4000
0.2500
0.3000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
REINF
SIZE/TYPE
NUM BARS
3DIR/2DIR
NUM BARS
CIRCULAR
BAR
COVER
#9/Design
#9/Design
#9/Design
3/3
3/3
3/3
N/A
N/A
N/A
45.7200
45.7200
45.7200
K700
K600
K500
B400X700
B250X400
B300X500
C O N C R E T E
C O L U M N
D A T A
REINF CONFIGURATION
LONGIT
LATERAL
FRAME SECTION NAME
K700
K600
K500
Rectangular Ties
Rectangular Ties
Rectangular Ties
C O N C R E T E
B E A M
D A T A
FRAME SECTION NAME
B400X700
B250X400
B300X500
TOP
COVER
BOT
COVER
TOP LEFT
AREA
TOP RIGHT
AREA
BOT LEFT
AREA
BOT RIGHT
AREA
0.0400
0.0400
0.0400
0.0400
0.0400
0.0400
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
S H E L L
S E C T I O N
P R O P E R T Y
SHELL
SECTION
MATERIAL
NAME
SHELL
TYPE
LANTAI
ATAP
CONC
CONC
Membrane
Membrane
L O A D
PAGE 6
D A T A
MEMBRANE
THICK
BENDING
THICK
TOTAL
WEIGHT
TOTAL
MASS
0.1200
0.1200
0.1200
0.1200
9657.7152
0.0000
984.2179
0.0000
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
S T A T I C
KN-m Units
KN-m Units
PAGE 7
KN-m Units
PAGE 8
C A S E S
STATIC
CASE
CASE
TYPE
AUTO LAT
LOAD
DEAD
LIVE
EX
EY
DEAD
LIVE
QUAKE
QUAKE
N/A
N/A
None
None
SELF WT
MULTIPLIER
1.0000
0.0000
0.0000
0.0000
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
May 5, 2011 18:54
CASE
TYPE
LOAD
MULTIPLIER
COMB1
ADD
DEAD
Static
1.4000
COMB2
ADD
DEAD
LIVE
Static
Static
1.2000
1.6000
COMB3
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
1.0000
0.3000
COMB4
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-1.0000
0.3000
COMB5
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
1.0000
-0.3000
Lampiran 12
182
COMB6
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-1.0000
-0.3000
COMB7
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
0.3000
1.0000
COMB8
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-0.3000
1.0000
COMB9
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
0.3000
-1.0000
COMB10
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-0.3000
-1.0000
COMB11
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
1.0000
0.3000
COMB12
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-1.0000
0.3000
COMB13
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
1.0000
-0.3000
COMB14
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-1.0000
-0.3000
COMB15
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
0.3000
1.0000
COMB16
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-0.3000
1.0000
COMB17
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
0.3000
-1.0000
COMB18
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-0.3000
-1.0000
ENVE
ENVE
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Lampiran 13
183
Story
STORY5
Beam
B50
Load
ENVE MAX
STORY5
B50
ENVE MIN
STORY4
B50
ENVE MAX
STORY4
B50
ENVE MIN
STORY3
B50
ENVE MAX
STORY3
B50
ENVE MIN
STORY2
B50
ENVE MAX
STORY2
B50
ENVE MIN
STORY1
B50
ENVE MAX
STORY1
B50
ENVE MIN
STORY5
B51
ENVE MAX
STORY5
B51
ENVE MIN
STORY4
B51
ENVE MAX
STORY4
B51
ENVE MIN
STORY3
B51
ENVE MAX
STORY3
B51
ENVE MIN
STORY2
B51
ENVE MAX
Loc
0,25
4
7,75
0,25
4
7,75
0,3
4
7,7
0,3
4
7,7
0,3
4
7,7
0,3
4
7,7
0,35
4
7,65
0,35
4
7,65
0,35
4
7,65
0,35
4
7,65
0,25
2,5
4,75
0,25
2,5
4,75
0,3
2,5
4,7
0,3
2,5
4,7
0,3
2,5
4,7
0,3
2,5
4,7
0,35
2,5
4,65
P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V2
-72,33
-19,36
204,61
-206,07
-115,61
71,31
-70,85
19,17
293,53
-289,31
-149,51
72,54
-44,77
45,25
319,56
-317,91
-178,11
44,01
-31
58,1
331,19
-331,03
-192,55
28,63
-33,92
55,18
328,92
-326,24
-187,75
32,97
-12,72
18,23
74,67
-74,16
-17,82
13,02
-7,14
45,77
131,49
-131,2
-45,54
7,31
10,24
63,2
148,91
-148,51
-62,9
-10,04
20,83
72,89
157,39
V3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
8,865
8,865
5,209
-8,467
-8,467
-5,257
16,447
16,447
16,522
-16,237
-16,237
-16,904
23,567
23,567
23,173
-23,376
-23,376
-23,49
28,695
28,695
26,611
-28,439
-28,439
-26,931
27,381
27,381
24,412
-27,144
-27,144
-24,635
0,001
0,001
0,001
-0,106
-0,106
-0,106
0,19
0,19
0,19
-0,1
-0,1
-0,1
0,156
0,156
0,156
-0,135
-0,135
-0,135
0,286
0,286
0,286
M2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
M3
18,023
363,398
-2,023
-293,101
163,77
-265,036
97,214
351,329
74,259
-501,43
173,558
-500,431
190,696
342,92
172,357
-616,937
166,669
-602,013
231,109
329,586
222,09
-663,626
161,752
-646,659
221,274
331,751
207,755
-643,904
163,175
-636,795
-1,784
0,817
-2,728
-117,487
-1,42
-118,361
55,566
37,027
55,177
-174,449
19,731
-175,067
95,382
39,183
94,596
-210,65
20,982
-211,183
117,921
43,861
119,024
Lampiran 13
184
Story
STORY2
Beam
B51
Load
ENVE MIN
STORY1
B51
ENVE MAX
STORY1
B51
ENVE MIN
STORY5
B52
ENVE MAX
STORY5
B52
ENVE MIN
STORY4
B52
ENVE MAX
STORY4
B52
ENVE MIN
STORY3
B52
ENVE MAX
STORY3
B52
ENVE MIN
STORY2
B52
ENVE MAX
STORY2
B52
ENVE MIN
STORY1
B52
ENVE MAX
STORY1
B52
ENVE MIN
STORY2
B53
ENVE MAX
STORY2
B53
ENVE MIN
STORY1
B53
ENVE MAX
STORY1
B53
ENVE MIN
Loc
0,35
2,5
4,65
0,35
2,5
4,65
0,35
2,5
4,65
0,25
4
7,75
0,25
4
7,75
0,3
4
7,7
0,3
4
7,7
0,3
4
7,7
0,3
4
7,7
0,35
4
7,65
0,35
4
7,65
0,35
4
7,65
0,35
4
7,65
0,35
2,5
4,65
0,35
2,5
4,65
0,35
2,5
4,65
0,35
2,5
4,65
P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V2
-157,85
-73,27
-21,13
17,19
69,26
153,69
-154,54
-69,96
-17,75
-71,09
115,91
206,37
-205,32
18,98
71,95
-72,3
149,32
289,13
-294,06
-19,89
70,13
-42,83
178,85
318,66
-321,29
-47,11
42,91
-33,48
187,47
325,95
-326,56
-55,11
33,98
-36,4
184,29
322,77
-323,5
-51,86
37,23
59,64
80,22
112,56
-99,58
-69,25
-50,68
39,17
79,79
141,15
-137,91
-76,83
-36,5
V3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
-0,272
-0,272
-0,272
0,428
0,428
0,428
-0,404
-0,404
-0,404
5,256
8,749
8,749
-5,177
-9,047
-9,047
17,429
16,412
16,412
-16,143
-17,288
-17,288
23,823
22,992
22,992
-22,967
-24,634
-24,634
28,712
28,022
28,022
-26,841
-24,944
-24,944
26,279
25,151
25,151
-25,012
-22,065
-22,065
1,515
1,515
1,515
-0,438
-0,438
-0,438
3,167
3,167
3,167
-1,813
-1,813
-1,813
M2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
M3
-221,242
23,339
-220,71
109,755
42,906
111,226
-215,026
22,985
-213,483
-1,293
363,654
19,71
-267,228
163,776
-294,139
75,21
350,75
98,919
-503,455
173,582
-500,818
174,887
342,812
198,859
-606,941
164,856
-621,417
211,671
326,462
210,169
-641,012
167,078
-638,96
199,569
326,435
198,789
-629,158
167,519
-628,654
151,933
17,944
136,06
-168,265
6,826
-199,558
135,839
36,46
145,234
-200,198
11,346
-222,286
Lampiran 13
185
Story
STORY5
Beam
B7
Load
ENVE MAX
STORY5
B7
ENVE MIN
STORY4
B7
ENVE MAX
STORY4
B7
ENVE MIN
STORY3
B7
ENVE MAX
STORY3
B7
ENVE MIN
STORY2
B7
ENVE MAX
STORY2
B7
ENVE MIN
STORY1
B7
ENVE MAX
STORY1
B7
ENVE MIN
STORY5
B20
ENVE MAX
STORY5
B20
ENVE MIN
STORY4
B20
ENVE MAX
STORY4
B20
ENVE MIN
STORY3
B20
ENVE MAX
STORY3
B20
ENVE MIN
STORY2
B20
ENVE MAX
Loc
0,25
2
3,75
0,25
2
3,75
0,3
2
3,7
0,3
2
3,7
0,3
2
3,7
0,3
2
3,7
0,35
2
3,65
0,35
2
3,65
0,35
2
3,65
0,35
2
3,65
0,25
3
5,75
0,25
3
5,75
0,3
3
5,7
0,3
3
5,7
0,3
3
5,7
0,3
3
5,7
0,35
3
5,65
P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V2
14,56
25,89
44,76
-54,34
-34,32
-21,85
16,79
45,17
85,65
-98,63
-55,91
-25,28
35,09
63,47
104,27
-115,41
-72,68
-42,37
31,51
66,71
121,99
-129,55
-72,92
-36,37
27,44
62,64
118,76
-121,8
-65,17
-29,46
-23,91
16,27
89,92
-77,86
-7,82
30,16
-19,06
50,32
161,65
-152,83
-42,91
25,06
-2,86
66,28
177,61
-170,69
-60,53
7,43
1,96
69,74
179,94
V3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
2,994
2,994
2,994
-0,257
-0,257
-0,257
2,657
2,657
2,657
-0,967
-0,967
-0,967
3,175
3,175
3,175
-1,791
-1,791
-1,791
0,813
0,813
0,813
-0,024
-0,024
-0,024
0,548
0,548
0,548
-0,189
-0,189
-0,189
1,8
1,8
1,8
0,247
0,247
0,247
1,402
1,402
1,402
0,434
0,434
0,434
1,483
1,483
1,483
0,217
0,217
0,217
0,461
0,461
0,461
M2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
M3
40,238
10,032
49,079
-74,922
2,616
-54,248
64,911
19,713
74,361
-119,759
8,844
-92,711
96,402
20,181
103,251
-148,358
8,677
-123,89
95,666
28,99
100,229
-148,477
14,069
-132,56
88,83
28,833
88,795
-135,78
14,04
-127,391
2,441
55,862
-19,056
-89,968
22,411
-114,952
76,169
78,784
51,088
-216,85
37,061
-231,774
121,029
78,944
97,756
-265,941
36,166
-273,696
130,391
79,112
115,564
Lampiran 13
186
Story
STORY2
Beam
B20
Load
ENVE MIN
STORY1
B20
ENVE MAX
STORY1
B20
ENVE MIN
STORY5
B39
ENVE MAX
STORY5
B39
ENVE MIN
STORY4
B39
ENVE MAX
STORY4
B39
ENVE MIN
STORY3
B39
ENVE MAX
STORY3
B39
ENVE MIN
STORY2
B39
ENVE MAX
STORY2
B39
ENVE MIN
STORY1
B39
ENVE MAX
STORY1
B39
ENVE MIN
STORY5
B64
ENVE MAX
STORY5
B64
ENVE MIN
STORY4
B64
ENVE MAX
STORY4
B64
ENVE MIN
Loc
0,35
3
5,65
0,35
3
5,65
0,35
3
5,65
0,25
4,5
8,75
0,25
4,5
8,75
0,3
4,5
8,7
0,3
4,5
8,7
0,3
4,5
8,7
0,3
4,5
8,7
0,35
4,5
8,65
0,35
4,5
8,65
0,35
4,5
8,65
0,35
4,5
8,65
0,25
4,5
8,75
0,25
4,5
8,75
0,3
4,5
8,7
0,3
4,5
8,7
P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V2
-176,03
-66,43
0,75
-3,37
64,96
175,16
-168,99
-59,94
7,24
-65,45
108,4
221,37
-188,31
-78,1
82,98
-76,22
29,81
301,63
-290,04
-123,74
83,24
-51,44
54,59
325,98
-315,88
-149,58
57,57
-38,31
66,79
334,82
-327,7
-162,72
43,03
-46,11
58,99
327,02
-318,38
-153,4
51,95
-84,34
-20,43
187,69
-219,94
4,71
68,62
-80,79
25,24
292,46
-298,69
-29,3
76,73
V3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
-0,062
-0,062
-0,062
0,751
0,751
0,751
-0,204
-0,204
-0,204
21,197
-0,197
-0,197
0,528
0,528
-18,469
34,858
34,858
7,133
-8,286
-8,286
-32,489
41,69
41,69
13,39
-14,766
-14,766
-39,327
43,25
43,25
16,401
-15,765
-15,765
-43,049
41,304
41,304
15,694
-14,021
-14,021
-41,953
18,268
18,268
-1,962
0,041
-22,313
-22,313
32,187
32,187
8,11
-8,075
-31,214
-31,214
M2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
M3
-272,738
37,958
-275,476
115,946
79,029
98,522
-253,946
38,204
-263,112
14,112
298,044
-77,906
-307,282
134,962
-418,468
81,771
325,338
39,435
-574,858
162,43
-611,009
185,29
322,73
143,467
-686,79
159,032
-713,455
233,257
316,343
200,08
-729,115
154,144
-745,368
200,399
316,195
163,977
-690,207
155,042
-714,139
-81,206
297,298
-3,804
-407,433
137,286
-300,439
45,532
321,313
76,84
-601,961
157,886
-590,34
Lampiran 13
187
Story
STORY3
Beam
B64
Load
ENVE MAX
STORY3
B64
ENVE MIN
STORY2
B64
ENVE MAX
STORY2
B64
ENVE MIN
STORY1
B64
ENVE MAX
STORY1
B64
ENVE MIN
STORY5
B81
ENVE MAX
STORY5
B81
ENVE MIN
STORY4
B81
ENVE MAX
STORY4
B81
ENVE MIN
STORY3
B81
ENVE MAX
STORY3
B81
ENVE MIN
STORY2
B81
ENVE MAX
STORY2
B81
ENVE MIN
STORY1
B81
ENVE MAX
STORY1
B81
ENVE MIN
Loc
0,3
4,5
8,7
0,3
4,5
8,7
0,35
4,5
8,65
0,35
4,5
8,65
0,35
4,5
8,65
0,35
4,5
8,65
0,25
3
5,75
0,25
3
5,75
0,3
3
5,7
0,3
3
5,7
0,3
3
5,7
0,3
3
5,7
0,35
3
5,65
0,35
3
5,65
0,35
3
5,65
0,35
3
5,65
P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V2
-55,73
50,3
317,46
-323,07
-54,24
51,79
-41,54
63,56
329,4
-332,72
-65,81
39,29
-50,6
54,5
319,8
-325,43
-57,93
47,18
-22,36
39,65
84,57
-103,49
-15,59
9,96
-36,69
94,26
175,31
-176,82
-20,42
32,25
-19,19
112,57
193,62
-192,77
-37,5
15,17
-12,97
118,02
198,07
-196,38
-42,56
9,38
-19,91
109,59
189,63
-192,97
-37,8
14,14
V3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T
38,81
38,81
14,028
-14,332
-38,531
-38,531
43,006
43,006
18,346
-16,945
-44,16
-44,16
41,602
41,602
18,309
-15,534
-43,93
-43,93
12,34
-5,724
-5,724
3,61
-21,208
-21,208
36,073
-15,333
-15,333
13,012
-39,492
-39,492
39,267
-12,182
-12,182
10,441
-42,266
-42,266
41,622
-10,047
-10,047
9,13
-43,955
-43,955
41,196
-10,148
-10,148
9,388
-43,878
-43,878
M2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
M3
147,931
319,388
181,284
-704,088
155,376
-697,708
204,766
315,085
227,671
-738,334
153,178
-738,426
168,306
315,18
194,333
-709,156
154,023
-697,837
0,862
62,861
37,661
-152,812
24,249
-133,868
40,55
127,6
59,074
-242,695
72,834
-260,056
85,929
126,757
104,24
-285,638
71,832
-310,091
102,898
127,272
116,236
-289,943
72,376
-312,155
84,817
127,14
103,573
-281,142
72,355
-289,903
Lampiran 13
188
ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
April 24, 2011 22:16
COMB1
ADD
DEAD
Static
1.4000
COMB2
ADD
DEAD
LIVE
Static
Static
1.2000
1.6000
COMB3
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
1.0000
0.3000
COMB4
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-1.0000
0.3000
COMB5
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
1.0000
-0.3000
COMB6
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-1.0000
-0.3000
COMB7
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
0.3000
1.0000
COMB8
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-0.3000
1.0000
COMB9
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
0.3000
-1.0000
COMB10
ADD
DEAD
LIVE
EX
EY
Static
Static
Static
Static
1.2000
1.0000
-0.3000
-1.0000
COMB11
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
1.0000
0.3000
COMB12
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-1.0000
0.3000
COMB13
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
1.0000
-0.3000
COMB14
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-1.0000
-0.3000
COMB15
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
0.3000
1.0000
COMB16
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-0.3000
1.0000
COMB17
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
0.3000
-1.0000
COMB18
ADD
DEAD
EX
EY
Static
Static
Static
0.9000
-0.3000
-1.0000
KN-m Units
PAGE 1
Lampiran 13
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ETABS v7.10 File: GEDUNG PASCA SARJANA UNDIP T RAYLEIGH TABEL
April 24, 2011 22:16
C O L U M N
F O R C E
KN-m Units
PAGE 2
E N V E L O P E S
STORY
COLUMN
ITEM
P
V2
V3
T
M2
M3
STORY5
C18
Min
Min
Max
Max
Value
Case
Value
Case
-748.38
COMB2
-346.86
COMB11
-119.18
COMB4
28.19
COMB13
-79.76
COMB18
81.66
COMB7
-0.530
COMB14
0.592
COMB3
-153.637
COMB18
158.963
COMB7
-228.446
COMB4
224.451
COMB4
STORY4
C18
Min
Min
Max
Max
Value
Case
Value
Case
-1700.46
COMB2
-857.16
COMB11
-181.89
COMB4
74.28
COMB13
-161.66
COMB18
166.25
COMB7
-1.720
COMB14
1.857
COMB3
-329.299
COMB18
338.765
COMB7
-376.832
COMB4
314.337
COMB4
STORY3
C18
Min
Min
Max
Max
Value
Case
Value
Case
-2649.54
COMB2
-1364.52
COMB11
-194.66
COMB4
112.65
COMB13
-192.49
COMB18
195.54
COMB7
-0.840
COMB12
1.042
COMB5
-414.785
COMB18
421.530
COMB7
-412.665
COMB4
327.988
COMB6
STORY2
C18
Min
Min
Max
Max
Value
Case
Value
Case
-3608.98
COMB2
-1874.95
COMB11
-236.68
COMB6
106.99
COMB11
-223.62
COMB17
227.70
COMB8
-6.526
COMB15
6.518
COMB10
-523.804
COMB17
533.860
COMB8
-544.672
COMB6
354.724
COMB6
STORY1
C18
Min
Min
Max
Max
Value
Case
Value
Case
-4585.94
COMB2
-2395.58
COMB11
-180.51
COMB6
136.94
COMB11
-172.10
COMB17
173.22
COMB8
-4.539
COMB15
4.545
COMB10
-666.870
COMB17
671.445
COMB8
-648.703
COMB6
567.785
COMB11
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