Laporan Analisis Riwayat Waktu Struktur
UAS StrukturBetonLanjut
I.
Rizfan Hermanto - 2013831023
Pemodelan&DesainStruktur (ETABS)
Lampiran 1 Pengecekan Pelat dan Estimasi Ukuran Balok Induk,Balok
Anak,dan Kolom
Data :
Data Struktur Bangunan :
L2 := 2.667m
L := 8m
nlantai := 6
hpelat := 12cm
H1 := 4.2m
H3 := 3.6m
H5 := 3.6m
H2 := 3.6m
H4 := 3.6m
H := 3.6m
Fungsi Bangunan :
LL := 2.5
6
fc' := 30MPa
fy1 := 400MPa
Htotal := H1 + H2 + H3 + H4 + H5 + H = 22.2m
6
Perkantoran
kN
2
m
Faktor Beban :
kN
Ls := 0.21
2
m
Beban spesi
γ beton := 23.5
kN
3
m
kN
Lk := 0.236
2
m
Beban keramik
Beban plafond dan penggantung
kN
Lp := 0.18
2
m
Beban waterproof
kN
Lw := 0.07
2
m
Beban ME
kN
Lme := 0.2
2
m
kN
Lme := 0.2
2
m
Perhitungan Dimensi Balok Induk
hbi :=
1
⋅L
14
1
bbi := ⋅ hbi
2
hbi = 571.429mm
⋅
bbi = 285.714mm
⋅
Dimensi =
hbi := 600mm
bbi := 300mm
Perhitungan Dimensi Balok Anak
Perhitungan Rasio Kekakuan Balok
1
hba = 500⋅ mm
h := ⋅ L
Cek tebalba
pelat16
:
asumsi
α fm = 2.0
bba :=
1
⋅h
2 ba
bba = 275⋅ mm
= tulangan!
fy :=Dimensi
0 tanpa
hba := 550mm
bba := 300mm
1
UAS StrukturBetonLanjut
β :=
h :=
L − b bi
Rizfan Hermanto - 2013831023
β =1
L − b bi
f
y
(L − bbi)⋅ 0.8 + 1500
36 + 9⋅ β
h = 136.889mm
⋅
tebal pelat tidak mencukupi, maka dibutuhkan balok anak
Balok Induk :
Menentukan b efektif
hw1 := hbi − hpelat = 480⋅ mm
be1 := bbi + hw1 = 780⋅ mm
be2 := bbi + 4⋅ hpelat = 780⋅ mm
be := 780mm
Jarak titik berat penampang balok
be ⋅ hpelat⋅ h w1 +
y :=
hw1
+ bbi⋅ hw1⋅
2
2
h pelat
b e ⋅ h pelat + b bi⋅ hw1
y = 358.182mm
⋅
2
2
h pelat
h w1
1
3
Ib :=
⋅b ⋅h
+ ⋅ be ⋅ hpelat + be ⋅ hpelat⋅ hw1 +
− y
+ b bi⋅ h w1⋅ y −
2
12 bi w1
2
12
1
3
9
4
Ib = 7.983 × 10 ⋅ mm
1
3
Is := ⋅ L2⋅ hpelat
12
8
4
Is = 3.84 × 10 ⋅ mm
Ib
αfm1 :=
= 20.785
Is
2
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Balok Anak :
Menentukan b efektif
hw2 := hba − hpelat = 430⋅ mm
be1 := bba + hw2 = 705⋅ mm
be2 := bba + 4⋅ hpelat = 755⋅ mm
be := 580mm
Jarak titik berat penampang balok
be ⋅ h pelat⋅ hw2 +
y2 :=
hw2
+ bba ⋅ hw2⋅
2
2
hpelat
be ⋅ hpelat + bba ⋅ hw2
y2 = 316.89mm
⋅
2
2
h pelat
hw2
1
3
Ib2 := ⋅ b bi⋅ hw2 + bbi⋅ h w2⋅ y2 −
+ ⋅ be ⋅ hpelat + be ⋅ hpelat⋅ hw2 +
− y2
12
2
12
2
1
3
9
4
Ib2 = 5.496 × 10 ⋅ mm
1
3
Is := ⋅ L2⋅ hpelat
12
8
4
Is = 3.84 × 10 ⋅ mm
Ib2
αfm2 :=
= 14.311
Is
Rasio Kekakuan Balok :
αfm :=
αfm1 + αfm2
2
αfm = 17.548
αfm > 2
Cek Pelat
f
L − 1 ⋅ b − 1 ⋅ b ⋅ 0.8 + y
2
bi
ba
2
2
1500
hmin :=
36 + 9⋅ β
hmin = 42.302mm
⋅
tebal pelat 120 mm mencukupi.
3
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Perhitungan Pembebanan Lantai 1 - 6
Dead Load
Beban spesi :
DL1 := Ls ⋅ L⋅ L
DL1 = 13.44kN
⋅
Beban keramik :
DL2 := Lk⋅ L⋅ L
DL2 = 15.104kN
⋅
Beban Plafond dan Penggantung
DL3 := Lp⋅ L⋅ L
DL3 = 11.52kN
⋅
Beban ME :
DL4 := Lme⋅ L⋅ L
DL4 = 12.8⋅ kN
Beban Balok Induk :
DL5 := γ beton ⋅ bbi⋅ hbi⋅ ( L + L)
DL5 = 67.68kN
⋅
Beban Balok Anak :
DL6 := γ beton ⋅ bba ⋅ hba⋅ ( L + L)
DL6 = 56.87kN
⋅
Beban Pelat :
DL7 := γ beton ⋅ L⋅ L⋅ hpelat
DL7 = 180.48kN
⋅
Total Dead Load
DL := DL1 + DL2 + DL3 + DL4 + DL5 + DL6 + DL7
Live Load
LL := LL⋅ L = 160⋅ kN
DL = 357.894kN
⋅
2
Beban Ultimate
Pu := 1.2⋅ DL + 1.6LL
Pu = 685.473kN
⋅
Menentukan Dimensi Kolom
A g :=
Pu⋅ nlantai
(
0.4⋅ fc' + fy ⋅ ρt
c := Ag
ρt := 0.01
5
)
2
A g = 3.427 × 10 ⋅ mm
c = 585.437mm
⋅
dimensi kolom
600 x 600
c := 600mm
4
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Lampiran 2 Perhitungan Input ETABS
Langkah 1 : Pembuatan pemodelan (balok induk,balok anak,kolom,pelat)
Balok Induk GL 30/60
be := 300mm + 8⋅ 120mm = 1.26m
Set Modifers :
Momen 2 axis 3 axis = 0.35
mass :=
300⋅ 500
265200
(stiffness modifiers)
= 0.566
torsional constant = 0.1
weight := mass = 0.566
Balok Anak GT 30/55
be := 350mm + 16⋅ 120mm = 2.27m
Set Modifers :
2
crosssectionarea := 355400mm
mass :=
250mm500
⋅ mm
crosssectionarea
= 0.352
Momen 2 axis 3 axis = 0.35
torsional constant = 0.1
weight := mass = 0.352
Kolom CR 60/60
Set Modifers :
Momen 2 axis 3 axis = 0.7
Pelat (Slab 1;membrane thickness = 120mm)
Perletakan(Base Level) : Jepit
Input beban sesuai lampiran 1 pada slab .
5
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Input Nilai Sds,Sd1, faktor R,faktor Ie
Unit : kN.m
Gedung Perkantoran, lokasi di Bandung :
Ss := 1.5
S1 := 0.47
Tentukan kategori risiko berdasarkan fungsi gedung.
Lihat Tabel 1 SNI 1726
Kategori Risiko : IV
Lihat Tabel 2 SNI 1726
Faktor Keutamaan Gempa
Ie := 1.0
R := 8
Berdasarkan perhitungan data tanah, Tabel 3 SNI 1726, termasuk jenis tanah Lunak
Berdasarkan Tabel 5 dan Tabel 6 SNI 1726, diperoleh koefisien situs :
Fa := 0.9
Fv := 2.4
maka percepatan spektra desain adalah :
SMS := Fa⋅ Ss = 1.35
SM1 := Fv⋅ S1 = 1.128
Spektrum Respons Desain
2
SD1 := ⋅ SM1 = 0.752
3
2
SDS := ⋅ SMS = 0.9
3
SD1
Ts :=
= 0.836
SDS
T0 := 0.2⋅ Ts = 0.167
HASIL ETABS COCOK dengan perhitungan manual :
6
UAS StrukturBetonLanjut
Langkah 2 : RUN 1
Rizfan Hermanto - 2013831023
'
Stiffness modifiers,massa,berat total,periode getar
a
Kategori Desain Seismik
Lihat Tabel 6 dan Tabel 7 SNI 1726 :
Berdasarkan Kategori Risiko dan nilai Spektrum Respons Desain, maka Kategori
Desain Seismik struktur ini adalah D.
Lihat Tabel 9 SNI 1726, berdasarkan sistem struktur yang dipilih dan Kategori Desain Seismik, struktur
didesain sebagai Special Moment Resisting Concrete Frame, dengan.:
Ωo := 3
R := 8
Ie
fs := ⋅ 10 = 1.25
R
CD := 5.5
Massa Lantai
m := 481.65
1
m := 477.5075
2
m := 375.36
3
n := 6
m := 477.50
4
m := 477.50
5
m := 429.28
6
Kesimpulan :
n
n
W t :=
4
∑ (mi⋅ 9.8) = 2.664kN× 10 ∑
i=1
3
m = 2.719 × 10ton
i
i =1
7
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Story Data
Denah Lt 1
8
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Denah Lt 3 (Void)
Tampak Elevasi 2 (untuk Drain 2D)
9
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Tampak 3D
Material Properties
10
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Slab
Frame Section
11
UAS StrukturBetonLanjut
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12
UAS StrukturBetonLanjut
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Load Combination
13
UAS StrukturBetonLanjut
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14
UAS StrukturBetonLanjut
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15
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Mass Sources
16
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Input Load
17
UAS StrukturBetonLanjut
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Mode shape 1
Mode shape 2
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Rizfan Hermanto - 2013831023
Mode shape 3
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UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Frame yang ditinjau : (Frame el.2)
Frame ini akan digunakan untuk analisis riwayat waktu dengan program drain 2D
Pada lantai 3 terdapat void (tidak ada balok internal)
20
UAS StrukturBetonLanjut
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Envelope Gaya Aksial Frame 2
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UAS StrukturBetonLanjut
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Envelope Momen33 frame 2
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UAS StrukturBetonLanjut
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Envelope Shear22 frame 2
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Longitudinal Reinforcing
24
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Rebar Percentage
25
UAS StrukturBetonLanjut
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Column P-M-M Ratio
26
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Beam/Column Capacity Ratio
27
UAS StrukturBetonLanjut
II.
Rizfan Hermanto - 2013831023
Time History Analysis(Drain 2D)
1. Node Numbering
Urutdariujungkiribawahkekanan
no
1-28
(Peninjauan
denganelemenbalokpadalantai 3-B-C dihilangkanakibat opening).
Koordinat (x;y)
1
0.0
0.0
2
8.0
0.0
3 16.0
0.0
4 24.0
0.0
5
0.0
4.2
6
8.0
4.2
7 16.0
4.2
8 24.0
4.2
9
0.0
7.8
10
8.0
7.8
11
16.0
7.8
12
24.0
7.8
25
0.0
22.2
26
8.0
22.2
27
16.0
22.2
28
24.0
22.2
Generate :
9 25 4 4
10 26 4 4
11 27 4 4
12 28 4 4
Frame
2
28
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
2. MendefinisikanPeralihanarah x yang seragam (per lantai)
1 4 5 6 7 8
1 4 9 10 11 12
1 4 13 14 15 16
1 4 17 18 19 20
1 4 21 22 23 24
1 4 25 26 27 28
3. Massa Lantai
5 481.6587
0.0
0.0 8 1
9.8
9 477.5076
0.0
0.0 12 1
13 375.3647
0.0
0.0 16 1
17 477.5076
0.0
0.0 20 1
21 477.5076
0.0
0.0 24 1
25 429.2863
0.0
0.0 28 1
4. Time History Setting
Analisis 14 detik , Bi Linier factor = 0.01.
Gempa El Centro pembacaan max = 3410 ; g =9.8
Bandung Tanah Lunak, Ss = 1.5 Scale = (1.5 x 9.8) / 3410 = 0.0043085
UntukSkala 2/3 = 0.0043 x 2/3 = 0.0028739
UntukSkala 3/2 = 0.0043 x 3/2 = 0.0064662
1 12 1400
0.01 0.0028739
1
0
00
29
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
5. Joint Load
Hasil Gaya Aksialuntuk Drain 2D (1,2DL +0,5 LL)
5
0 -317.11
0 8 3
6
0 -651.62
0 7 1
9
0 -311.12
0 12 3
10
0 -642.62
0 11 1
13
0 -319.81
0 16 3
14
0 -511.01
0 15 1
17
0 -312.86
0 20 3
18
0 -640.04
0 19 1
21
0 -313.09
0 24 3
22
0 -636.37
0 23 1
25
0 -292.39
0 28 3
26
0 -591.61
0 27 1
30
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
6. Input Data Gempa El Centro
Data = 702
31
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
32
UAS StrukturBetonLanjut
Mbalance = 890 kNm ;Pyc = 7300 kN
;P(M=0) = 2000kN
Rizfan Hermanto - 2013831023
; Pyt = 2100 kN
; M(p=0) = 590 kNm
890/590= 1.50
2000/7300=0.27
33
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Balok 30/60 d=540mm ,Jd = 0.9 x 540 = 486 mm
As-= 1843 7D19
Mpr- = 1984.5 x 1.25 x 400 x 486 = -482.233 kNm
As+ = 720 4D19 (min ½ M- )
Mpr+ = 1134 x 1.25 x 400 x 486 = 275.562kNm
34
UAS StrukturBetonLanjut
III.
Rizfan Hermanto - 2013831023
ObservasiResponsRiwayatWaktu
1. Deformasi Lateral
Bandung Tanah Lunak ‐ El Centro ‐ Skala 0.67
Lt. UX Max (cm) t (s) UX Min (cm) t (s)
0
0
0
0
0
1
4.1
3.19
‐8.9
4.9
2
8.6
3.18
‐15.6
4.92
3
13
3.2
‐21.1
4.97
4
16.1
3.22
‐26
5
5
17.6
3.22
‐29.3
5.01
6
17.9
3.24
‐31.4
5.02
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.00
Lt. UX Max (cm)
t (s)
UX Min (cm) t (s)
0
0
0
0
0
1
4.1
11.69
‐20.8
4.93
2
8.6
11.7
‐36.8
4.95
3
16.4
11.71
‐46.3
4.99
4
24.1
11.73
‐52.5
5.01
5
28.9
11.73
‐55.7
5.02
6
32.7
11.74
‐57.6
5.02
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.50
Lt. UX Max (cm)
t (s)
UX Min (cm) t (s)
0
0
0
0
0
1
21.7
12.32
‐33.5
2.48
2
49.7
11.76
‐60.2
2.53
3
54
11.78
‐73.2
2.57
4
52.9
11.79
‐81.6
2.59
5
52.7
11.8
‐85.4
2.59
6
51.9
11.81
‐87.6
2.6
35
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Deformasi Lateral Bandung Tanah Lunak ‐ Gempa
El Centro
7
Bandung 0.67 El Centro Max
Enve
6
Bandung 0.67 El Centro Min
Enve
Tingkat
5
4
Bandung 1.00 El Centro Max
Enve
3
Bandung 1.00 El Centro Min
Enve
2
1
Bandung 1.50 El Centro Max
Enve
0
‐100
‐80
‐60
‐40
‐20
0
20
40
60
80
Peralihan Lateral Maximum (cm)
Bandung 1.50 El Centro Min
Enve
2. Drift Antar Lantai
Bandung Tanah Lunak ‐ El Centro ‐ Skala 0.67
Drift AntarLantai
Positive Envelope
Negative Envelope
Storey‐Drift (cm)
Storey‐Drift (cm)
1
Base
4.11
‐8.92
2
1
4.45
‐6.75
3
2
4.34
‐6.13
4
3
3.26
‐5.09
5
4
1.98
‐3.93
6
5
3.09
‐1.02
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.00
Drift
AntarLantai
1
2
3
4
5
6
Base
1
2
3
4
5
Positive Envelope
Negative Envelope
Storey‐Drift (cm)
4.06
4.5
7.81
8.36
5.64
2.93
Storey‐Drift (cm)
‐20.48
‐16.28
‐9.93
‐6.65
‐4.29
‐4.33
36
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.50
Drift
AntarLantai
1
2
3
4
5
6
Base
1
2
3
4
5
Positive Envelope
Negative Envelope
Storey‐Drift (cm)
21.65
32.26
7.11
1.14
0.62
2.51
Storey‐Drift (cm)
‐33.31
‐37.77
‐13.79
‐8.55
‐4.15
‐0.29
DriD Antar Lantai Bandung Tanah Lunak ‐
Gempa El Centro
7
6
Bandung 0.67 El Centro Max
Enve
5
Bandung 0.67 El Centro Min
Enve
Tingkat
4
Bandung 1.00 El Centro Max
Enve
3
Bandung 1.00 El Centro Min
Enve
2
Bandung 1.50 El Centro Max
Enve
1
Bandung 1.50 El Centro Min
Enve
0
‐60
‐40
‐20
0
20
40
SImpangan Antar Tingkat (cm)
37
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Top Displacement (m)
Riwayat Peralihan Lantai Paling Atas Gempa El
Centro ‐ Bandung Tanah Lunak
0.60
0.50
0.40
0.30
0.20
0.10
0.00
‐0.10 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00
‐0.20
‐0.30
‐0.40
‐0.50
‐0.60
‐0.70
‐0.80
‐0.90
‐1.00
t (s)
Scale 0.67
Scale 1.0
Scale 1.5
3. Letak-Letak Sendi Plastis
28
1
3
2
2
4
38
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
4. Besarnya Rotasi Sendi Plastis (PL Hinge Rotation)
Analisa Lokasi Sendi Plastis Dan Batasan Rotasi
Skala 0.67
Bandung Tanah Lunak ‐ El Centro ‐ Skala 0.67
ELEM NODE
BENDING
SHEAR
PL HINGE
ACCUM
FORCE
ROTATION
ROTATIONS
NO. NO.
MOMENT TIME
TIME
TIME
221.16
5
POSITIVE 531.68 4 0.91
0.91 .02132 4 0.910
0.086
1
4
NEGATIVE ‐302.02 3.18
‐6.98
3.18
‐0.011
3.180
‐0.085
6
POSITIVE
322.89
4.91 215.17 3.18
0.019
4.910
0.073
NEGATIVE ‐508.83 3.18 ‐12.97 4.91
‐0.011
3.180
‐0.073
6
POSITIVE
527.69
4.91 220.17 4.91
0.019
4.910
0.073
2
NEGATIVE ‐301.87 3.18
‐7.09
3.18
‐0.010
3.180
‐0.073
7
POSITIVE
319.66
4.91 215.28 3.18
0.018
4.910
0.072
NEGATIVE ‐509.75 3.18 ‐11.98 4.91
‐0.012
3.180
‐0.074
7
POSITIVE
528.52
4.91 220.81 4.91
0.018
4.910
0.073
3
NEGATIVE ‐302.86 3.18
‐7.25
3.18
‐0.011
3.180
‐0.073
8
POSITIVE
323.51
4.91 215.45 3.18
0.021
4.910
0.085
NEGATIVE ‐509.99 3.18 ‐12.62 4.91
‐0.012
3.180
‐0.085
9
POSITIVE
523.63
4.98 218.98 4.98
0.018
4.980
0.086
4
NEGATIVE ‐304.21 3.17
‐7.61
3.17 ‐0.01169 3.17
‐0.08391
10
POSITIVE
315.03
4.98
215.8
3.17 0.01552 4.98
0.07638
NEGATIVE ‐511.24 3.17 ‐10.79 4.98 ‐0.01215 3.17
‐0.07462
10
POSITIVE
520.42
4.98 218.24 4.98 0.01616 4.98
0.07784
5
NEGATIVE ‐304.46 3.17
‐7.74
3.17 ‐0.01161 3.17
‐0.0755
11
POSITIVE
312.85
4.98 215.94 3.17 0.01505 4.98
0.0768
NEGATIVE ‐511.97 3.17 ‐10.05 4.98 ‐0.01264 3.17
‐0.0756
11
POSITIVE
521.33
4.98 218.77 4.98
0.0157
4.98
0.07665
6
NEGATIVE ‐304.91 3.17
‐7.83
3.17 ‐0.01189 3.17
‐0.07473
12
POSITIVE
315.8
4.98 216.03 3.17 0.01711 4.98
0.08511
NEGATIVE ‐512.17 3.17 ‐10.58 4.98 ‐0.01263 3.17
‐0.08387
13
POSITIVE
521.66
5.01 218.66 5.01 0.01646 5.01
0.08373
7
NEGATIVE ‐299.12 3.24
‐6.26
3.24 ‐0.00946 3.24
‐0.08179
14
POSITIVE
314.63
5.01 214.45 3.24
0.016
5.01
0.08655
NEGATIVE ‐506.47 3.24 ‐10.46 5.01
‐0.0103
3.24
‐0.08579
15
POSITIVE
519.32
5.01
218
5.01 0.01552 5.01
0.08605
8
NEGATIVE ‐301.3
3.24
‐6.81
3.24 ‐0.01052 3.24
‐0.08578
16
POSITIVE
312.21
5.01
215
3.24 0.01497 5.01
0.08234
NEGATIVE ‐508.28 3.24
‐9.81
5.01
‐0.0109
3.24
‐0.08189
17
POSITIVE
511.59
5.04 203.85 5.04 0.01243 5.04
0.05384
9
NEGATIVE ‐289.61 3.28 ‐15.56 3.28 ‐0.00579 3.28
‐0.05152
18
POSITIVE
304.24
5.04 199.76 3.28 0.01158 5.04
0.04752
: Sendi Plastis
39
UAS StrukturBetonLanjut
10
11
12
13
14
15
16
17
18
18
19
19
20
21
22
22
23
23
24
25
26
26
27
27
28
1
19
5
20
9
5
9
NEGATIVE ‐496.31 3.28 ‐19.66 5.04
POSITIVE
510.35
5.04 203.56 5.04
NEGATIVE ‐290.04 3.27 ‐15.72 3.27
POSITIVE
303.32
5.04 199.92 3.27
NEGATIVE ‐497.05 3.27 ‐19.37 5.04
POSITIVE
509.7
5.04 203.44 5.04
NEGATIVE ‐290.81 3.28 ‐15.98 3.28
POSITIVE
303.07
5.04 200.17 3.28
NEGATIVE ‐498.11 3.28 ‐19.24 5.04
POSITIVE
504.39
5.1
201.91
5.1
NEGATIVE ‐279.08 3.32 ‐12.71 3.32
POSITIVE
297.26
5.1
196.9
3.32
NEGATIVE ‐485.99 3.32 ‐17.72
5.1
POSITIVE
503.27
5.1
201.61
5.1
NEGATIVE ‐280.06 3.31
‐13
3.31
POSITIVE
296.21
5.1
197.19 3.31
NEGATIVE ‐487.13 3.31 ‐17.42
5.1
POSITIVE
502.33
5.1
201.38
5.1
NEGATIVE ‐280.94 3.32 ‐13.25 3.32
POSITIVE
295.41
5.1
197.44 3.32
NEGATIVE ‐488.06 3.32 ‐17.18
5.1
POSITIVE
498.53
5.11 200.26 5.11
NEGATIVE ‐275.71
2.2
‐11.71
2.2
POSITIVE
291.1
5.11
195.9
2.2
NEGATIVE ‐482.09
2.2
‐16.07 5.11
POSITIVE
496.69
5.11 199.81 5.11
NEGATIVE ‐275.28
2.2
‐11.69
2.2
POSITIVE
289.64
5.11 195.88
2.2
NEGATIVE ‐482.33
2.2
‐15.62 5.11
POSITIVE
496.42
5.11 199.84 5.11
NEGATIVE ‐276.77
2.2
‐12.14
2.2
POSITIVE
290.08
5.11 196.33
2.2
NEGATIVE ‐484.16
2.2
‐15.64 5.11
POSITIVE 1352.08 11.6 404.18 11.53
NEGATIVE ‐1277.8 2.16 ‐602.89 2.16
POSITIVE
574.68 12.27 602.89 2.16
NEGATIVE ‐1268.57 2.15 ‐404.18 11.53
POSITIVE
740.21
2.16 264.04 5.62
NEGATIVE ‐964.29 12.07 ‐380.17 1.7
POSITIVE
823.11 10.86 380.17
1.7
NEGATIVE ‐1320.6 2.21 ‐264.04 5.62
POSITIVE
857.33
2.1
293.08 2.09
Rizfan Hermanto - 2013831023
‐0.00584
0.01178
‐0.00585
0.01133
‐0.00627
0.01134
‐0.00604
0.0114
‐0.00683
0.00936
‐0.00135
0.00878
‐0.00166
0.00886
‐0.00169
0.008
‐0.00219
0.00841
‐0.00203
0.00811
‐0.0026
0.00705
‐0.00018
0.00611
0
0.00614
0
0.00566
‐0.0002
0.00573
‐0.0002
0.00614
‐0.0011
0.00645
‐0.01896
0
‐0.00021
0
0
0
‐0.00098
0
3.28
5.04
3.27
5.04
3.27
5.04
3.28
5.04
3.28
5.1
3.32
5.1
3.32
5.1
3.31
5.1
3.31
5.1
3.32
5.1
3.32
5.11
2.2
5.11
0
5.11
0
5.11
2.2
5.11
2.2
5.11
2.2
3.19
4.9
0
2.17
0
0
0
4.44
0
‐0.04554
0.04919
‐0.04702
0.04876
‐0.04705
0.04732
‐0.04557
0.05284
‐0.05154
0.02848
‐0.02575
0.02637
‐0.02382
0.02712
‐0.02463
0.02665
‐0.02465
0.02601
‐0.02383
0.02723
‐0.02574
0.01398
‐0.01119
0.00904
‐0.00723
0.00928
‐0.00732
0.00882
‐0.00734
0.00867
‐0.00724
0.01307
‐0.01119
0.05063
‐0.05122
0
‐0.00021
0
0
0
‐0.00098
0
40
UAS StrukturBetonLanjut
21
13
22
17
23
21
24
25
25
6
26
10
27
14
28
18
29
22
30
26
7
13
17
21
2
6
10
14
18
22
3
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
‐973.73
739.95
‐1220.58
646.32
‐683.29
957.69
‐1179.5
613.7
‐680.24
844.55
‐947.27
353.67
‐603.63
307.73
‐645.59
674.01
‐752.19
648.33
‐701.29
832.25
‐894.05
844.37
‐902.54
1022.99
‐1032.77
992.85
‐1096.87
814.84
‐688.23
1212.29
‐1217.59
718.19
‐830.55
1088.25
‐1137.79
586.56
‐579.21
871.08
‐957.94
700.05
‐740.34
657.74
Rizfan Hermanto - 2013831023
5.98
3.14
4.5
4.5
3.58
3.11
1.76
1.76
9.12
5.71
5.03
5.02
11.94
9.64
1.82
8.66
4.9
10.49
1.64
2.07
12.07
10.85
4.45
2.1
2.37
5.62
4.5
4.47
9.5
3.11
5
4.79
9.14
5.7
5.03
4.8
9.54
2.18
1.83
3.19
4.88
6.69
‐409.14
409.14
‐293.08
257.2
‐366.09
366.09
‐257.2
206.17
‐247.96
247.96
‐206.17
123.16
‐221.58
221.58
‐123.16
313.75
‐341.49
341.49
‐313.75
393.73
‐443.4
443.4
‐393.73
374.51
‐447.22
447.22
‐374.51
371.93
‐281.48
281.48
‐371.93
333.98
‐335.36
335.36
‐333.98
364.93
‐354.01
354.01
‐364.93
314.31
‐342.63
342.63
12.06
12.06
2.09
2.12
2.34
2.34
2.12
2.17
4.65
4.65
2.17
4.8
4.7
4.7
4.8
9.5
4.89
4.89
9.5
5.34
2.25
2.25
5.34
2.09
2.54
2.54
2.09
2.12
12.11
12.11
2.12
2.16
4.65
4.65
2.16
2.21
4.69
4.69
2.21
6.72
4.88
4.88
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.00834
‐0.02044
0
‐0.002
0.00127
‐0.00232
0.00001
‐0.00414
0
0
0
‐0.00057
0
0
0
‐0.00006
0
0
0
0
0
0
0
0
0.00851
‐0.02005
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3.19
4.9
0
2.17
2.07
12.07
10.86
2.23
0
0
0
4.5
0
0
0
5
0
0
0
0
0
0
0
0
3.19
4.9
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.07065
‐0.07178
0.00181
‐0.00279
0.00134
‐0.00365
0.00862
‐0.00872
0
0
0
‐0.00057
0
0
0
‐0.00006
0
0
0
0
0
0
0
0
0.07139
‐0.0718
0.00133
41
UAS StrukturBetonLanjut
31
7
32
11
33
15
34
19
35
23
36
27
37
8
38
12
39
16
40
20
41
24
11
15
19
23
4
8
12
16
20
24
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
‐699.02
886.09
‐847.82
879.88
‐870.65
940.86
‐1040.93
1022.18
‐1051.05
525.89
‐1009.49
1183.09
‐1231.01
744.5
‐810.29
1092.88
‐1133.53
581.55
‐582.66
892.51
‐942.75
1213.59
‐1415.6
779.59
‐1148.36
938.18
‐887.01
760.18
‐1292.41
1012.71
‐687.99
912.64
‐1033.03
741.28
‐573.75
1096.07
‐1031
744.09
‐539.81
948
‐844.11
529.02
Rizfan Hermanto - 2013831023
4.87
2.06
12.06
3.02
2.15
2.1
2.55
5.62
4.5
4.44
9.5
3.11
1.76
4.79
9.14
5.7
5.03
4.8
9.54
2.17
1.84
8.67
4.9
12.27
2.15
2.08
12.07
10.86
2.23
4.43
3.56
3.14
4.5
4.5
3.58
3.11
1.76
4.79
9.12
5.71
5.03
1.8
‐314.31
406.19
‐436.38
436.38
‐406.19
355.01
‐472.5
472.5
‐355.01
307.84
‐370.15
370.15
‐307.84
344.7
‐326.11
326.11
‐344.7
363.84
‐354.88
354.88
‐363.84
425.91
‐556.2
556.2
‐425.91
283.62
‐336.26
336.26
‐283.62
383.36
‐259.17
259.17
‐383.36
339.61
‐297.82
297.82
‐339.61
262.37
‐180.79
180.79
‐262.37
246.35
6.72
5.34
2.25
2.25
5.34
11.72
2.54
2.54
11.72
2.12
12.11
12.11
2.12
2.16
4.65
4.65
2.16
2.21
4.69
4.69
2.21
8.71
2.18
2.18
8.71
5.62
4.52
4.52
5.62
5.34
12.06
12.06
5.34
2.12
2.34
2.34
2.12
2.17
4.65
4.65
2.17
4.8
‐0.00274
0.00096
‐0.00333
0.00001
‐0.00408
0
‐0.00011
0
‐0.0014
0
0
0
‐0.00035
0
0
0
0
0
0
0
0
0.00637
‐0.01927
0
0
0
0
0
‐0.00024
0
0
0
0
0
0
0
0
0
0
0
0
0
4.89
2.07
12.07
10.86
2.23
0
2.37
0
4.5
0
0
0
5
0
0
0
0
0
0
0
0
3.19
4.9
0
0
0
0
0
4.45
0
0
0
0
0
0
0
0
0
0
0
0
0
‐0.00327
0.00096
‐0.0043
0.0085
‐0.00873
0
‐0.00011
0
‐0.0014
0
0
0
‐0.00035
0
0
0
0
0
0
0
0
0.04988
‐0.05144
0
0
0
0
0
‐0.00024
0
0
0
0
0
0
0
0
0
0
0
0
0
42
UAS StrukturBetonLanjut
28
NEGATIVE
POSITIVE
NEGATIVE
‐433.7
640.81
‐351.01
Rizfan Hermanto - 2013831023
11.94 ‐98.38
2.16
98.38
1.83 ‐246.35
4.7
4.7
4.8
0
0
0
0
0
0
0
0
0
Analisa Lokasi Sendi Plastis Dan Batasan Rotasi
: Sendi Plastis
ELEM NODE
NO. NO.
1
5
2
6
3
7
4
8
5
10
6
11
7
12
8
14
16
6
7
9
10
11
13
15
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.00
BENDING
SHEAR
PL HINGE
MOMENT TIME FORCE TIME ROTATION
238.80
596.78 4 0.94
0.94 .04884 4
4
‐307.33 11.69 ‐8.43 11.69
‐0.013
386.54
4.94 216.62 11.69
0.044
‐514.1 11.69 ‐30.61 4.94
‐0.013
588.74
4.94 236.78 4.94
0.045
‐308.35 11.69 ‐9.01 11.69
‐0.013
379.86
4.94
217.2 11.69
0.042
‐517.34 11.69 ‐28.59 4.94
‐0.015
590.56
4.94 238.15 4.94
0.043
‐310.51 11.69
‐9.2
11.69
‐0.015
388.01
4.94
217.4 11.69
0.048
‐516.58 11.69 ‐29.95 4.94
‐0.014
553.47
5
227.2
5
0.030
‐333.04 11.71 ‐15.26 11.71
‐0.024
345.17
5
223.45 11.71 0.02811
‐538.23 11.71 ‐19.01
5
‐0.02255
550.2
5
226.32
5
0.02873
‐330.11 11.71 ‐14.87 11.71 ‐0.02193
342.01
5
223.06 11.71 0.02685
‐538.31 11.71 ‐18.12
5
‐0.02382
550.22
5
226.74
5
0.02749
‐333.21 11.71 ‐15.72 11.71 ‐0.02318
345.06
5
223.91 11.71 0.02937
‐541.46 11.71 ‐18.55
5
‐0.02515
534.73
5.04
222.2
5.04 0.02197
‐336.39 11.77 ‐16.41 11.77 ‐0.02505
327.44
5.04
224.6 11.77 0.0212
‐543.3 11.77 ‐14.01 5.04 ‐0.02536
532.18
5.04 221.59 5.04 0.02064
‐338.49 11.77 ‐17.01 11.77 ‐0.02586
325.53
5.04
225.2 11.77 0.02067
‐545.56 11.77 ‐13.4
5.04 ‐0.02635
Skala 1.0
TIME
ACCUM
ROTATIONS
0.940
0.158
11.690
4.940
11.690
4.940
11.690
4.940
11.690
4.940
11.690
4.940
11.690
5.000
11.710
5
11.71
5
11.71
5
11.71
5
11.71
5
11.71
5.04
11.77
5.04
11.77
5.04
11.77
5.04
11.77
‐0.150
0.139
‐0.131
0.139
‐0.130
0.137
‐0.131
0.137
‐0.131
0.159
‐0.151
0.134
‐0.137
0.11998
‐0.12237
0.12093
‐0.12266
0.12014
‐0.12376
0.11932
‐0.12232
0.13387
‐0.13809
0.12421
‐0.13213
0.12756
‐0.13564
0.1271
‐0.13568
0.12398
‐0.13321
43
UAS StrukturBetonLanjut
9
17
10
18
11
19
12
20
13
22
14
23
15
24
16
26
17
27
18
28
19
5
18
19
21
22
23
25
26
27
1
5
POSITIVE
513.53
5.08 204.37
NEGATIVE ‐317.21 11.81 ‐23.09
POSITIVE
306.09
5.08 207.29
NEGATIVE ‐523.68 11.81 ‐20.18
POSITIVE
512.06
5.08 204.03
NEGATIVE ‐317.11 11.81 ‐23.15
POSITIVE
305.03
5.08 207.34
NEGATIVE ‐524.15 11.81 ‐19.84
POSITIVE
511.66
5.08 203.99
NEGATIVE ‐318.18 11.81 ‐23.5
POSITIVE
305.19
5.08 207.69
NEGATIVE ‐525.65 11.81 ‐19.8
POSITIVE
505.65
5.13 202.26
NEGATIVE ‐307.57 11.84 ‐20.52
POSITIVE
298.53
5.13 204.71
NEGATIVE ‐514.5 11.84 ‐18.07
POSITIVE
504.55
5.12 201.96
NEGATIVE ‐308.48 11.84 ‐20.78
POSITIVE
297.49
5.12 204.98
NEGATIVE ‐515.54 11.84 ‐17.77
POSITIVE
503.62
5.13 201.73
NEGATIVE ‐309.41 11.84 ‐21.05
POSITIVE
296.69
5.13 205.24
NEGATIVE ‐516.53 11.84 ‐17.54
POSITIVE
501.46
5.14 201.06
NEGATIVE ‐301.24 11.86 ‐18.7
POSITIVE
294.01
5.14 202.89
NEGATIVE ‐507.55 11.86 ‐16.87
POSITIVE
499.55
5.14
200.6
NEGATIVE ‐300.82 11.86 ‐18.68
POSITIVE
292.5
5.14 202.88
NEGATIVE ‐507.87 11.86 ‐16.4
POSITIVE
499.33
5.14 200.63
NEGATIVE ‐302.24 11.86 ‐19.13
POSITIVE
293
5.14 203.32
NEGATIVE ‐509.7 11.86 ‐16.44
POSITIVE 1348.21 11.64 509.17
NEGATIVE ‐1371.02 2.15 ‐641.11
POSITIVE
951.86 12.26 641.11
NEGATIVE ‐1321.65 2.15 ‐509.17
POSITIVE
723.58
2.13 300.22
NEGATIVE ‐1070.77 12.08 ‐449.56
Rizfan Hermanto - 2013831023
5.08
11.81
11.81
5.08
5.08
11.81
11.81
5.08
5.08
11.81
11.81
5.08
5.13
11.84
11.84
5.13
5.12
11.84
11.84
5.12
5.13
11.84
11.84
5.13
5.14
11.86
11.86
5.14
5.14
11.86
11.86
5.14
5.14
11.86
11.86
5.14
8.75
2.15
2.15
8.75
5.5
1.71
0.01326
‐0.0173
0.01231
‐0.01705
0.01248
‐0.01703
0.01204
‐0.01749
0.01208
‐0.01729
0.01233
‐0.01828
0.00987
‐0.01313
0.00931
‐0.01345
0.00939
‐0.01345
0.009
‐0.01394
0.00895
‐0.01381
0.00864
‐0.01437
0.00827
‐0.01076
0.00731
‐0.01032
0.00732
‐0.01029
0.00684
‐0.01076
0.00693
‐0.0107
0.00735
‐0.01169
0.00745
‐0.04698
0
‐0.00377
0
0
5.08
11.81
5.08
11.81
5.08
11.81
5.08
11.81
5.08
11.81
5.08
11.81
5.13
11.84
5.13
11.84
5.12
11.84
5.12
11.84
5.13
11.84
5.13
11.84
5.14
11.86
5.14
11.86
5.14
11.86
5.14
11.86
5.14
11.86
5.14
11.86
11.69
4.92
0
2.21
0
0
0.0833
‐0.08694
0.07519
‐0.07865
0.07694
‐0.08036
0.07655
‐0.08043
0.07503
‐0.07873
0.08243
‐0.08705
0.0497
‐0.05379
0.04594
‐0.05065
0.04694
‐0.05146
0.04643
‐0.05144
0.04557
‐0.05064
0.04846
‐0.05378
0.03039
‐0.0349
0.02542
‐0.0307
0.02549
‐0.03068
0.02501
‐0.03069
0.02504
‐0.03071
0.02948
‐0.03491
0.10468
‐0.11559
0
‐0.00377
0
0
44
UAS StrukturBetonLanjut
20
9
9
21
13
22
17
23
21
24
25
25
6
26
10
27
14
28
18
29
22
26
13
17
21
2
6
10
14
18
22
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
1200.07
‐1386.34
834.48
‐1266.22
1076
‐1341.74
773.66
‐958.26
1117.97
‐1249.37
702.68
‐950.72
1019.82
‐1115.68
595.77
‐753.65
360.66
‐624.77
655.43
‐910.88
620.79
‐811.35
803.3
‐952.93
805.36
‐996.23
1042.74
‐1097.23
1039.83
‐1130.41
904.17
‐789.46
1248.95
‐1251.91
619.66
‐1007.16
1249.38
‐1249.96
618.24
‐666.73
936.68
‐958.65
Rizfan Hermanto - 2013831023
8.75
2.23
2.2
3.56
5.48
4.53
4.43
9.5
8.9
1.8
4.99
9.19
5.73
4.64
4.63
5.73
2.15
5.09
9.17
4.92
3.59
4.9
2.06
4.53
1.82
4.45
2.1
2.57
3.15
4.53
4.41
3.58
8.92
1.8
2.74
9.18
5.73
4.64
4.81
9.16
2.16
5.09
449.56
‐300.22
167.17
‐376.47
376.47
‐167.17
346.21
‐389.99
389.99
‐346.21
256.29
‐297.66
297.66
‐256.29
140.43
‐260.61
260.61
‐140.43
297.17
‐409.25
409.25
‐297.17
377.54
‐519.97
519.97
‐377.54
469.32
‐464.48
464.48
‐469.32
419.49
‐379.05
379.05
‐419.49
368.06
‐393.87
393.87
‐368.06
404.35
‐369.74
369.74
‐404.35
1.71
5.5
5.67
5
5
5.67
2.12
4.6
4.6
2.12
2.17
12.17
12.17
2.17
2.22
9.16
9.16
2.22
3.59
4.9
4.9
3.59
11.65
2.26
2.26
11.65
2.08
1.75
1.75
2.08
5.7
4.6
4.6
5.7
2.17
4.64
4.64
2.17
2.22
4.7
4.7
2.22
0
‐0.01639
0
0
0
‐0.00541
0
0
0.00311
‐0.00436
0
0
0
‐0.00039
0
0
0
0
0.00815
‐0.04876
0.00029
‐0.00721
0.00006
‐0.00218
0
‐0.01929
0.00111
0
0
‐0.00647
0
0
0.00388
‐0.00475
0
0
0
‐0.00035
0
0
0
0
0
4.45
0
0
0
4.53
0
0
8.92
5.04
0
0
0
4.64
0
0
0
0
11.69
4.92
1.88
2.21
2.07
2.51
0
4.45
2.1
0
0
4.53
0
0
8.92
5.04
0
0
0
4.64
0
0
0
0
0.00179
‐0.01639
0
0
0
‐0.00541
0
0
0.01409
‐0.01098
0
0
0.00014
‐0.00039
0
0
0
0
0.12834
‐0.13971
0.00923
‐0.01212
0.00226
‐0.00413
0.02303
‐0.03485
0.00111
‐0.00073
0.00386
‐0.0075
0
0
0.01601
‐0.01213
0
0
0.00019
‐0.00035
0
0
0
0
45
UAS StrukturBetonLanjut
30
3
31
7
32
11
33
15
34
19
35
23
36
27
37
8
38
12
39
16
40
20
7
11
15
19
23
4
8
12
16
20
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
689.53
‐871.09
611.01
‐773.8
853.65
‐904.69
820.03
‐954.07
1091.3
‐1050.5
1087.47
‐1082.92
574.96
‐1111.15
1240.66
‐1254.73
632.94
‐993.73
1249.38
‐1250.57
619.8
‐667.91
938.48
‐998.62
1230.8
‐1537.23
1126.38
‐1291.71
1217.04
‐957.63
1156.86
‐1390.17
1240.47
‐953.55
1219.33
‐1213.66
977.08
‐824.4
1241.89
‐1133.19
921.19
‐795.23
Rizfan Hermanto - 2013831023
11.69
4.92
12.26
4.89
2.07
4.54
1.97
4.89
2.11
2.57
3.08
4.51
4.41
3.58
5.7
5.04
2.74
9.18
5.73
4.62
4.81
9.16
2.16
1.85
3.58
4.86
12.25
2.21
2.19
12.08
8.76
2.25
2.2
3.56
5.48
4.48
4.43
9.5
3.26
5.02
1.75
9.19
292.09
‐391.32
391.32
‐292.09
399.85
‐501.99
501.99
‐399.85
485.99
‐461.94
461.94
‐485.99
331.54
‐469.5
469.5
‐331.54
375.48
‐392.34
392.34
‐375.48
403.02
‐368.68
368.68
‐403.02
511.74
‐636.14
636.14
‐511.74
346.07
‐405.82
405.82
‐346.07
292.15
‐248.46
248.46
‐292.15
410.18
‐319.35
319.35
‐410.18
329.09
‐227.28
12.26
4.91
4.91
12.26
11.65
2.26
2.26
11.65
2.08
4.56
4.56
2.08
5.7
1.8
1.8
5.7
2.17
4.64
4.64
2.17
2.22
4.7
4.7
2.22
8.73
2.21
2.21
8.73
5.5
1.71
1.71
5.5
5.67
5
5
5.67
2.11
1.8
1.8
2.11
2.17
12.17
0.00885
‐0.04817
0
‐0.00885
0
‐0.00451
0
‐0.02012
0.00069
‐0.00052
0
‐0.00742
0
0
0.00356
‐0.00509
0
0
0
‐0.00033
0
0
0
0
0.00577
‐0.04788
0
‐0.00297
0
0
0
‐0.01548
0
0
0
‐0.00507
0
0
0.00335
‐0.00404
0
0
11.69
4.92
0
4.91
0
12.07
0
4.45
2.11
2.57
0
4.53
0
0
8.92
5.04
0
0
0
4.64
0
0
0
0
11.69
4.92
0
2.21
0
0
0
4.45
0
0
0
4.53
0
0
8.92
5.04
0
0
0.12899
‐0.13941
0.00857
‐0.01356
0.00118
‐0.00569
0.02317
‐0.0353
0.00069
‐0.0012
0.00398
‐0.00849
0
0
0.01601
‐0.01245
0
0
0.00018
‐0.00033
0
0
0
0
0.10251
‐0.11576
0
‐0.00297
0
0
0.00167
‐0.01548
0
0
0
‐0.00507
0
0
0.01395
‐0.0106
0
0
46
UAS StrukturBetonLanjut
24
41
24
28
POSITIVE 1114.05
NEGATIVE ‐1023.07
POSITIVE
771.49
NEGATIVE ‐571.5
POSITIVE
633.71
NEGATIVE ‐352.86
: Sendi Plastis
ELEM NODE
NO.
NO.
1
5
2
6
3
7
4
8
5
10
6
11
7
12
14
6
7
9
10
11
13
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
Rizfan Hermanto - 2013831023
5.73
4.63
4.63
5.73
2.15
5.09
227.28 12.17
‐329.09 2.17
264.32 4.81
‐135.65 9.16
135.65 9.16
‐264.32 4.81
0
‐0.00032
0
0
0
0
0
4.64
0
0
0
0
0.00012
‐0.00032
0
0
0
0
Analisa Lokasi Sendi Plastis Dan Batasan Rotasi
: Tidak
Aman
Skala 1.5
( >0.025)
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.5
BENDING
SHEAR
PL HINGE
ACCUM
MOMENT TIME
FORCE
TIME
ROTATION
TIME ROTATIONS
1247.55
4.91
396.21
4.91
0.382
6.400
92.325
‐1018.31 11.72 ‐172.96
3.78
‐0.428
11.720
‐92.108
894.42
8.01
381.15
3.78
0.269
8.320
58.497
‐1130.89
3.78 ‐188.02
4.91
‐0.282
3.780
‐58.568
1027.52
8.18
359.92
7.51
0.277
5.030
59.054
‐753.38
10.48 ‐122.11 10.48
‐0.278
3.760
‐59.134
850.42
7.51
330.3
10.48
0.262
2.750
55.920
‐949.53
10.16 ‐151.73
7.51
‐0.254
12.320
‐55.927
1153.58
2.8
406.21
2.8
0.272
4.760
55.539
‐968.96
12.51 ‐169.31
4.1
‐0.258
12.510
‐55.537
1099.09
7.87
377.5
4.1
0.429
7.870
95.296
‐1162.29
12.5 ‐198.02
2.8
‐0.424
12.830
‐95.250
1141.94
4.82
376.34
4.82
0.360
6.940
86.196
‐904.55
13.14 ‐151.75
9.65
‐0.360
12.450
‐86.390
845.43
4.82
359.94
9.65
0.29424
5.07
67.37069
‐1025.36
9.65 ‐168.15
4.82
‐0.27973
10.69
‐67.2404
1081.3
8.22
367.25
8.22
0.29302
5.07
68.49377
‐782.79
9.6
‐145.98
12.6
‐0.2812
10.69
‐68.35265
860.57
5.32
354.17
12.6
0.29874
4.99
73.24584
‐1063.53
12.6 ‐159.06
8.22
‐0.2796
12.6
‐73.22014
1116.85
5.28
398.87
5.28
0.29915
4.99
71.58847
‐937.74
12.67 ‐193.51 12.67
‐0.27022
12.59
‐71.57112
1035
5.28
401.71
12.67
0.39441
2.59
95.34853
‐1234.82 12.67 ‐190.68
5.28
‐0.36372
11.81
‐95.33006
551.83
2.62
226.84
2.62
0.02917
2.62
0.10409
‐280.61
0.87
‐1.18
0.87
‐0.00182
0.87
‐0.09082
344.22
2.62
209.38
0.87
0.028
2.62
0.10022
‐487.93
0.87
‐18.65
2.62
‐0.00262
0.87
‐0.0869
47
UAS StrukturBetonLanjut
8
15
9
16
10
18
11
19
12
20
13
22
14
23
15
24
16
26
17
27
18
28
17
18
19
21
22
23
25
26
27
1
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
544.63
‐282.33
337.85
‐489.4
516.84
‐281.59
308.96
‐488.38
514.68
‐282.16
308.31
‐489.63
674.45
‐381.41
609.65
‐680.87
501.86
‐271.64
294.71
‐478.51
500.9
‐272.2
294.11
‐479.48
499.16
‐273.18
290.86
‐480.41
494.72
‐268.36
287.3
‐474.75
492.95
‐268.06
285.88
‐475.15
492.54
‐269.47
286.2
‐476.84
2227.23
‐2438.94
Rizfan Hermanto - 2013831023
2.6
0.87
2.6
0.87
2.65
11.92
2.65
11.93
2.65
11.92
2.66
11.92
2.71
9.77
2.71
9.77
2.68
2.22
2.68
2.22
2.68
2.22
2.69
12.58
2.69
2.22
1.91
2.22
1.91
2.23
1.91
2.23
1.91
2.23
1.91
2.23
1.91
2.23
1.91
2.23
12.1
5.69
224.98
‐1.62
209.81
‐16.79
205.22
‐13.35
197.54
‐21.03
204.62
‐13.63
197.82
‐20.43
268
‐53.42
237.61
‐83.81
201.21
‐10.66
194.86
‐17.02
200.97
‐10.83
195.03
‐16.78
200.13
‐11.13
195.33
‐15.94
199.22
‐9.7
193.89
‐15.03
198.79
‐9.71
193.9
‐14.59
198.77
‐10.14
194.33
‐14.58
1221.19
‐1393.3
2.6
0.87
0.87
2.6
2.65
11.92
11.92
2.65
2.63
11.92
11.92
2.63
2.71
9.77
9.77
2.71
2.68
2.22
2.22
2.68
2.68
2.22
2.22
2.68
1.91
2.22
2.22
1.91
1.91
2.23
2.23
1.91
1.91
2.23
2.23
1.91
1.91
2.23
2.23
1.91
12.1
5.69
0.02585
‐0.00263
0.02571
‐0.00313
0.01481
‐0.00254
0.01331
‐0.00254
0.01347
‐0.0024
0.01358
‐0.00339
0.02082
‐0.00783
0.19683
‐0.12051
0.00832
0
0.00772
0
0.00787
0
0.008
0
0.0075
0
0.00623
0
0.00547
0
0.00455
0
0.0046
0
0.0041
0
0.00413
0
0.00459
0
0.05042
‐0.07757
2.6
0.87
2.6
0.87
2.65
11.92
2.65
11.93
2.66
11.92
2.66
11.92
2.71
11.94
2.71
9.77
2.68
0
2.68
0
2.68
0
2.69
0
2.69
0
1.91
0
1.91
0
1.91
0
1.91
0
1.91
0
1.91
0
2.7
0
12.32
2.48
0.09639
‐0.08403
0.09514
‐0.08238
0.0507
‐0.04599
0.0451
‐0.04121
0.04567
‐0.04164
0.055
‐0.04971
2.05041
‐2.04335
67.92524
‐67.90509
0.01853
‐0.01564
0.01619
‐0.01411
0.01663
‐0.01445
0.01609
‐0.01455
0.01529
‐0.0137
0.01613
‐0.01418
0.00722
‐0.00325
0.00498
‐0.00134
0.00501
‐0.00132
0.00456
‐0.00135
0.0045
‐0.00132
0.00718
‐0.00444
0.26935
‐0.27514
48
UAS StrukturBetonLanjut
19
5
5
20
9
21
13
22
17
23
21
24
25
25
6
26
10
27
14
28
18
22
9
13
17
21
2
6
10
14
18
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
3071.48
‐3413.06
2791.77
‐2830.83
2858.88
‐3077.4
3222.9
‐3316.44
2015.91
‐1936.09
946.21
‐1159.53
1094.5
‐1268
937.07
‐979.23
988.66
‐1117
671.32
‐765.26
318.48
‐598.39
1331.18
‐1457.42
2167.43
‐1808.1
2323.79
‐2245.58
2518.54
‐2541.41
2710.56
‐2679.59
1622.7
‐1739.96
1155.62
‐1032.37
1189.33
‐1265.31
856.41
‐1001.24
1248.39
‐1255.33
Rizfan Hermanto - 2013831023
13.34
5.69
3.84
8.39
3.8
11.2
6.94
3.64
11.52
13.34
2.49
11.73
11.75
2.64
2.76
10.05
11.94
2.67
2.79
12.02
2.19
2.49
12.23
2.42
10.69
3.76
11.91
5.28
9.55
5.28
13.34
10.69
3.06
4.8
5.15
11.87
11.9
5.12
2.83
12.77
11.94
2.67
1393.33
‐1221.2
1501.12
‐1463.2
1463.2
‐1501.1
1368.82
‐1439.4
1439.39
‐1368.8
356.67
‐406.01
406.01
‐356.67
281.85
‐321.1
321.1
‐281.85
136.22
‐233.38
233.38
‐136.22
736.14
‐745.21
745.21
‐736.14
1298.89
‐1329.7
1329.72
‐1298.9
1081.67
‐1171.1
1171.14
‐1081.7
488.05
‐393.57
393.57
‐488.05
369.31
‐378.88
378.88
‐369.31
5.69
12.1
3.41
13.62
13.62
3.41
3.1
13.34
13.34
3.1
11.91
8.21
8.21
11.91
4.86
4.71
4.71
4.86
5.66
4.75
4.75
5.66
10.69
2.42
2.42
10.69
11.81
5.28
5.28
11.81
3.06
10.69
10.69
3.06
12.61
1.84
1.84
12.61
2.16
4.72
4.72
2.16
0.37197
‐0.41702
0.36069
‐0.36775
0.36245
‐0.37864
0.33797
‐0.35817
0.01678
‐0.00912
0
‐0.00011
0
‐0.00777
0
0
0
‐0.00061
0
0
0
0
0.04819
‐0.07881
0.29529
‐0.25954
0.25943
‐0.21992
0.25755
‐0.3
0.27447
‐0.28214
0.01727
‐0.0096
0
0
0
‐0.00843
0
0
0
‐0.00096
13.34
5.69
6.4
3.1
5.69
13.34
6.94
3.59
12.59
5.22
0
11.73
0
5.19
0
0
0
2.67
0
0
0
0
12.31
2.49
10.69
3.76
6.17
3.76
5.63
10.69
13.34
10.69
13.02
2.58
0
0
0
2.63
0
0
0
2.67
89.4244
‐89.22381
88.06784
‐87.89165
82.52479
‐82.75048
84.18522
‐84.38411
0.04544
‐0.03606
0
‐0.00011
0.0025
‐0.00777
0
0
0
‐0.00061
0
0
0
0
0.29917
‐0.30805
57.89458
‐57.98136
57.
I.
Rizfan Hermanto - 2013831023
Pemodelan&DesainStruktur (ETABS)
Lampiran 1 Pengecekan Pelat dan Estimasi Ukuran Balok Induk,Balok
Anak,dan Kolom
Data :
Data Struktur Bangunan :
L2 := 2.667m
L := 8m
nlantai := 6
hpelat := 12cm
H1 := 4.2m
H3 := 3.6m
H5 := 3.6m
H2 := 3.6m
H4 := 3.6m
H := 3.6m
Fungsi Bangunan :
LL := 2.5
6
fc' := 30MPa
fy1 := 400MPa
Htotal := H1 + H2 + H3 + H4 + H5 + H = 22.2m
6
Perkantoran
kN
2
m
Faktor Beban :
kN
Ls := 0.21
2
m
Beban spesi
γ beton := 23.5
kN
3
m
kN
Lk := 0.236
2
m
Beban keramik
Beban plafond dan penggantung
kN
Lp := 0.18
2
m
Beban waterproof
kN
Lw := 0.07
2
m
Beban ME
kN
Lme := 0.2
2
m
kN
Lme := 0.2
2
m
Perhitungan Dimensi Balok Induk
hbi :=
1
⋅L
14
1
bbi := ⋅ hbi
2
hbi = 571.429mm
⋅
bbi = 285.714mm
⋅
Dimensi =
hbi := 600mm
bbi := 300mm
Perhitungan Dimensi Balok Anak
Perhitungan Rasio Kekakuan Balok
1
hba = 500⋅ mm
h := ⋅ L
Cek tebalba
pelat16
:
asumsi
α fm = 2.0
bba :=
1
⋅h
2 ba
bba = 275⋅ mm
= tulangan!
fy :=Dimensi
0 tanpa
hba := 550mm
bba := 300mm
1
UAS StrukturBetonLanjut
β :=
h :=
L − b bi
Rizfan Hermanto - 2013831023
β =1
L − b bi
f
y
(L − bbi)⋅ 0.8 + 1500
36 + 9⋅ β
h = 136.889mm
⋅
tebal pelat tidak mencukupi, maka dibutuhkan balok anak
Balok Induk :
Menentukan b efektif
hw1 := hbi − hpelat = 480⋅ mm
be1 := bbi + hw1 = 780⋅ mm
be2 := bbi + 4⋅ hpelat = 780⋅ mm
be := 780mm
Jarak titik berat penampang balok
be ⋅ hpelat⋅ h w1 +
y :=
hw1
+ bbi⋅ hw1⋅
2
2
h pelat
b e ⋅ h pelat + b bi⋅ hw1
y = 358.182mm
⋅
2
2
h pelat
h w1
1
3
Ib :=
⋅b ⋅h
+ ⋅ be ⋅ hpelat + be ⋅ hpelat⋅ hw1 +
− y
+ b bi⋅ h w1⋅ y −
2
12 bi w1
2
12
1
3
9
4
Ib = 7.983 × 10 ⋅ mm
1
3
Is := ⋅ L2⋅ hpelat
12
8
4
Is = 3.84 × 10 ⋅ mm
Ib
αfm1 :=
= 20.785
Is
2
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Balok Anak :
Menentukan b efektif
hw2 := hba − hpelat = 430⋅ mm
be1 := bba + hw2 = 705⋅ mm
be2 := bba + 4⋅ hpelat = 755⋅ mm
be := 580mm
Jarak titik berat penampang balok
be ⋅ h pelat⋅ hw2 +
y2 :=
hw2
+ bba ⋅ hw2⋅
2
2
hpelat
be ⋅ hpelat + bba ⋅ hw2
y2 = 316.89mm
⋅
2
2
h pelat
hw2
1
3
Ib2 := ⋅ b bi⋅ hw2 + bbi⋅ h w2⋅ y2 −
+ ⋅ be ⋅ hpelat + be ⋅ hpelat⋅ hw2 +
− y2
12
2
12
2
1
3
9
4
Ib2 = 5.496 × 10 ⋅ mm
1
3
Is := ⋅ L2⋅ hpelat
12
8
4
Is = 3.84 × 10 ⋅ mm
Ib2
αfm2 :=
= 14.311
Is
Rasio Kekakuan Balok :
αfm :=
αfm1 + αfm2
2
αfm = 17.548
αfm > 2
Cek Pelat
f
L − 1 ⋅ b − 1 ⋅ b ⋅ 0.8 + y
2
bi
ba
2
2
1500
hmin :=
36 + 9⋅ β
hmin = 42.302mm
⋅
tebal pelat 120 mm mencukupi.
3
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Perhitungan Pembebanan Lantai 1 - 6
Dead Load
Beban spesi :
DL1 := Ls ⋅ L⋅ L
DL1 = 13.44kN
⋅
Beban keramik :
DL2 := Lk⋅ L⋅ L
DL2 = 15.104kN
⋅
Beban Plafond dan Penggantung
DL3 := Lp⋅ L⋅ L
DL3 = 11.52kN
⋅
Beban ME :
DL4 := Lme⋅ L⋅ L
DL4 = 12.8⋅ kN
Beban Balok Induk :
DL5 := γ beton ⋅ bbi⋅ hbi⋅ ( L + L)
DL5 = 67.68kN
⋅
Beban Balok Anak :
DL6 := γ beton ⋅ bba ⋅ hba⋅ ( L + L)
DL6 = 56.87kN
⋅
Beban Pelat :
DL7 := γ beton ⋅ L⋅ L⋅ hpelat
DL7 = 180.48kN
⋅
Total Dead Load
DL := DL1 + DL2 + DL3 + DL4 + DL5 + DL6 + DL7
Live Load
LL := LL⋅ L = 160⋅ kN
DL = 357.894kN
⋅
2
Beban Ultimate
Pu := 1.2⋅ DL + 1.6LL
Pu = 685.473kN
⋅
Menentukan Dimensi Kolom
A g :=
Pu⋅ nlantai
(
0.4⋅ fc' + fy ⋅ ρt
c := Ag
ρt := 0.01
5
)
2
A g = 3.427 × 10 ⋅ mm
c = 585.437mm
⋅
dimensi kolom
600 x 600
c := 600mm
4
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Lampiran 2 Perhitungan Input ETABS
Langkah 1 : Pembuatan pemodelan (balok induk,balok anak,kolom,pelat)
Balok Induk GL 30/60
be := 300mm + 8⋅ 120mm = 1.26m
Set Modifers :
Momen 2 axis 3 axis = 0.35
mass :=
300⋅ 500
265200
(stiffness modifiers)
= 0.566
torsional constant = 0.1
weight := mass = 0.566
Balok Anak GT 30/55
be := 350mm + 16⋅ 120mm = 2.27m
Set Modifers :
2
crosssectionarea := 355400mm
mass :=
250mm500
⋅ mm
crosssectionarea
= 0.352
Momen 2 axis 3 axis = 0.35
torsional constant = 0.1
weight := mass = 0.352
Kolom CR 60/60
Set Modifers :
Momen 2 axis 3 axis = 0.7
Pelat (Slab 1;membrane thickness = 120mm)
Perletakan(Base Level) : Jepit
Input beban sesuai lampiran 1 pada slab .
5
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Input Nilai Sds,Sd1, faktor R,faktor Ie
Unit : kN.m
Gedung Perkantoran, lokasi di Bandung :
Ss := 1.5
S1 := 0.47
Tentukan kategori risiko berdasarkan fungsi gedung.
Lihat Tabel 1 SNI 1726
Kategori Risiko : IV
Lihat Tabel 2 SNI 1726
Faktor Keutamaan Gempa
Ie := 1.0
R := 8
Berdasarkan perhitungan data tanah, Tabel 3 SNI 1726, termasuk jenis tanah Lunak
Berdasarkan Tabel 5 dan Tabel 6 SNI 1726, diperoleh koefisien situs :
Fa := 0.9
Fv := 2.4
maka percepatan spektra desain adalah :
SMS := Fa⋅ Ss = 1.35
SM1 := Fv⋅ S1 = 1.128
Spektrum Respons Desain
2
SD1 := ⋅ SM1 = 0.752
3
2
SDS := ⋅ SMS = 0.9
3
SD1
Ts :=
= 0.836
SDS
T0 := 0.2⋅ Ts = 0.167
HASIL ETABS COCOK dengan perhitungan manual :
6
UAS StrukturBetonLanjut
Langkah 2 : RUN 1
Rizfan Hermanto - 2013831023
'
Stiffness modifiers,massa,berat total,periode getar
a
Kategori Desain Seismik
Lihat Tabel 6 dan Tabel 7 SNI 1726 :
Berdasarkan Kategori Risiko dan nilai Spektrum Respons Desain, maka Kategori
Desain Seismik struktur ini adalah D.
Lihat Tabel 9 SNI 1726, berdasarkan sistem struktur yang dipilih dan Kategori Desain Seismik, struktur
didesain sebagai Special Moment Resisting Concrete Frame, dengan.:
Ωo := 3
R := 8
Ie
fs := ⋅ 10 = 1.25
R
CD := 5.5
Massa Lantai
m := 481.65
1
m := 477.5075
2
m := 375.36
3
n := 6
m := 477.50
4
m := 477.50
5
m := 429.28
6
Kesimpulan :
n
n
W t :=
4
∑ (mi⋅ 9.8) = 2.664kN× 10 ∑
i=1
3
m = 2.719 × 10ton
i
i =1
7
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Story Data
Denah Lt 1
8
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Denah Lt 3 (Void)
Tampak Elevasi 2 (untuk Drain 2D)
9
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Tampak 3D
Material Properties
10
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Slab
Frame Section
11
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
12
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Load Combination
13
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
14
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
15
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Mass Sources
16
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Input Load
17
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Mode shape 1
Mode shape 2
18
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Mode shape 3
19
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Frame yang ditinjau : (Frame el.2)
Frame ini akan digunakan untuk analisis riwayat waktu dengan program drain 2D
Pada lantai 3 terdapat void (tidak ada balok internal)
20
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Envelope Gaya Aksial Frame 2
21
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Envelope Momen33 frame 2
22
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Envelope Shear22 frame 2
23
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Longitudinal Reinforcing
24
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Rebar Percentage
25
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Column P-M-M Ratio
26
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Beam/Column Capacity Ratio
27
UAS StrukturBetonLanjut
II.
Rizfan Hermanto - 2013831023
Time History Analysis(Drain 2D)
1. Node Numbering
Urutdariujungkiribawahkekanan
no
1-28
(Peninjauan
denganelemenbalokpadalantai 3-B-C dihilangkanakibat opening).
Koordinat (x;y)
1
0.0
0.0
2
8.0
0.0
3 16.0
0.0
4 24.0
0.0
5
0.0
4.2
6
8.0
4.2
7 16.0
4.2
8 24.0
4.2
9
0.0
7.8
10
8.0
7.8
11
16.0
7.8
12
24.0
7.8
25
0.0
22.2
26
8.0
22.2
27
16.0
22.2
28
24.0
22.2
Generate :
9 25 4 4
10 26 4 4
11 27 4 4
12 28 4 4
Frame
2
28
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
2. MendefinisikanPeralihanarah x yang seragam (per lantai)
1 4 5 6 7 8
1 4 9 10 11 12
1 4 13 14 15 16
1 4 17 18 19 20
1 4 21 22 23 24
1 4 25 26 27 28
3. Massa Lantai
5 481.6587
0.0
0.0 8 1
9.8
9 477.5076
0.0
0.0 12 1
13 375.3647
0.0
0.0 16 1
17 477.5076
0.0
0.0 20 1
21 477.5076
0.0
0.0 24 1
25 429.2863
0.0
0.0 28 1
4. Time History Setting
Analisis 14 detik , Bi Linier factor = 0.01.
Gempa El Centro pembacaan max = 3410 ; g =9.8
Bandung Tanah Lunak, Ss = 1.5 Scale = (1.5 x 9.8) / 3410 = 0.0043085
UntukSkala 2/3 = 0.0043 x 2/3 = 0.0028739
UntukSkala 3/2 = 0.0043 x 3/2 = 0.0064662
1 12 1400
0.01 0.0028739
1
0
00
29
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
5. Joint Load
Hasil Gaya Aksialuntuk Drain 2D (1,2DL +0,5 LL)
5
0 -317.11
0 8 3
6
0 -651.62
0 7 1
9
0 -311.12
0 12 3
10
0 -642.62
0 11 1
13
0 -319.81
0 16 3
14
0 -511.01
0 15 1
17
0 -312.86
0 20 3
18
0 -640.04
0 19 1
21
0 -313.09
0 24 3
22
0 -636.37
0 23 1
25
0 -292.39
0 28 3
26
0 -591.61
0 27 1
30
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
6. Input Data Gempa El Centro
Data = 702
31
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
32
UAS StrukturBetonLanjut
Mbalance = 890 kNm ;Pyc = 7300 kN
;P(M=0) = 2000kN
Rizfan Hermanto - 2013831023
; Pyt = 2100 kN
; M(p=0) = 590 kNm
890/590= 1.50
2000/7300=0.27
33
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Balok 30/60 d=540mm ,Jd = 0.9 x 540 = 486 mm
As-= 1843 7D19
Mpr- = 1984.5 x 1.25 x 400 x 486 = -482.233 kNm
As+ = 720 4D19 (min ½ M- )
Mpr+ = 1134 x 1.25 x 400 x 486 = 275.562kNm
34
UAS StrukturBetonLanjut
III.
Rizfan Hermanto - 2013831023
ObservasiResponsRiwayatWaktu
1. Deformasi Lateral
Bandung Tanah Lunak ‐ El Centro ‐ Skala 0.67
Lt. UX Max (cm) t (s) UX Min (cm) t (s)
0
0
0
0
0
1
4.1
3.19
‐8.9
4.9
2
8.6
3.18
‐15.6
4.92
3
13
3.2
‐21.1
4.97
4
16.1
3.22
‐26
5
5
17.6
3.22
‐29.3
5.01
6
17.9
3.24
‐31.4
5.02
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.00
Lt. UX Max (cm)
t (s)
UX Min (cm) t (s)
0
0
0
0
0
1
4.1
11.69
‐20.8
4.93
2
8.6
11.7
‐36.8
4.95
3
16.4
11.71
‐46.3
4.99
4
24.1
11.73
‐52.5
5.01
5
28.9
11.73
‐55.7
5.02
6
32.7
11.74
‐57.6
5.02
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.50
Lt. UX Max (cm)
t (s)
UX Min (cm) t (s)
0
0
0
0
0
1
21.7
12.32
‐33.5
2.48
2
49.7
11.76
‐60.2
2.53
3
54
11.78
‐73.2
2.57
4
52.9
11.79
‐81.6
2.59
5
52.7
11.8
‐85.4
2.59
6
51.9
11.81
‐87.6
2.6
35
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Deformasi Lateral Bandung Tanah Lunak ‐ Gempa
El Centro
7
Bandung 0.67 El Centro Max
Enve
6
Bandung 0.67 El Centro Min
Enve
Tingkat
5
4
Bandung 1.00 El Centro Max
Enve
3
Bandung 1.00 El Centro Min
Enve
2
1
Bandung 1.50 El Centro Max
Enve
0
‐100
‐80
‐60
‐40
‐20
0
20
40
60
80
Peralihan Lateral Maximum (cm)
Bandung 1.50 El Centro Min
Enve
2. Drift Antar Lantai
Bandung Tanah Lunak ‐ El Centro ‐ Skala 0.67
Drift AntarLantai
Positive Envelope
Negative Envelope
Storey‐Drift (cm)
Storey‐Drift (cm)
1
Base
4.11
‐8.92
2
1
4.45
‐6.75
3
2
4.34
‐6.13
4
3
3.26
‐5.09
5
4
1.98
‐3.93
6
5
3.09
‐1.02
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.00
Drift
AntarLantai
1
2
3
4
5
6
Base
1
2
3
4
5
Positive Envelope
Negative Envelope
Storey‐Drift (cm)
4.06
4.5
7.81
8.36
5.64
2.93
Storey‐Drift (cm)
‐20.48
‐16.28
‐9.93
‐6.65
‐4.29
‐4.33
36
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.50
Drift
AntarLantai
1
2
3
4
5
6
Base
1
2
3
4
5
Positive Envelope
Negative Envelope
Storey‐Drift (cm)
21.65
32.26
7.11
1.14
0.62
2.51
Storey‐Drift (cm)
‐33.31
‐37.77
‐13.79
‐8.55
‐4.15
‐0.29
DriD Antar Lantai Bandung Tanah Lunak ‐
Gempa El Centro
7
6
Bandung 0.67 El Centro Max
Enve
5
Bandung 0.67 El Centro Min
Enve
Tingkat
4
Bandung 1.00 El Centro Max
Enve
3
Bandung 1.00 El Centro Min
Enve
2
Bandung 1.50 El Centro Max
Enve
1
Bandung 1.50 El Centro Min
Enve
0
‐60
‐40
‐20
0
20
40
SImpangan Antar Tingkat (cm)
37
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
Top Displacement (m)
Riwayat Peralihan Lantai Paling Atas Gempa El
Centro ‐ Bandung Tanah Lunak
0.60
0.50
0.40
0.30
0.20
0.10
0.00
‐0.10 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00
‐0.20
‐0.30
‐0.40
‐0.50
‐0.60
‐0.70
‐0.80
‐0.90
‐1.00
t (s)
Scale 0.67
Scale 1.0
Scale 1.5
3. Letak-Letak Sendi Plastis
28
1
3
2
2
4
38
UAS StrukturBetonLanjut
Rizfan Hermanto - 2013831023
4. Besarnya Rotasi Sendi Plastis (PL Hinge Rotation)
Analisa Lokasi Sendi Plastis Dan Batasan Rotasi
Skala 0.67
Bandung Tanah Lunak ‐ El Centro ‐ Skala 0.67
ELEM NODE
BENDING
SHEAR
PL HINGE
ACCUM
FORCE
ROTATION
ROTATIONS
NO. NO.
MOMENT TIME
TIME
TIME
221.16
5
POSITIVE 531.68 4 0.91
0.91 .02132 4 0.910
0.086
1
4
NEGATIVE ‐302.02 3.18
‐6.98
3.18
‐0.011
3.180
‐0.085
6
POSITIVE
322.89
4.91 215.17 3.18
0.019
4.910
0.073
NEGATIVE ‐508.83 3.18 ‐12.97 4.91
‐0.011
3.180
‐0.073
6
POSITIVE
527.69
4.91 220.17 4.91
0.019
4.910
0.073
2
NEGATIVE ‐301.87 3.18
‐7.09
3.18
‐0.010
3.180
‐0.073
7
POSITIVE
319.66
4.91 215.28 3.18
0.018
4.910
0.072
NEGATIVE ‐509.75 3.18 ‐11.98 4.91
‐0.012
3.180
‐0.074
7
POSITIVE
528.52
4.91 220.81 4.91
0.018
4.910
0.073
3
NEGATIVE ‐302.86 3.18
‐7.25
3.18
‐0.011
3.180
‐0.073
8
POSITIVE
323.51
4.91 215.45 3.18
0.021
4.910
0.085
NEGATIVE ‐509.99 3.18 ‐12.62 4.91
‐0.012
3.180
‐0.085
9
POSITIVE
523.63
4.98 218.98 4.98
0.018
4.980
0.086
4
NEGATIVE ‐304.21 3.17
‐7.61
3.17 ‐0.01169 3.17
‐0.08391
10
POSITIVE
315.03
4.98
215.8
3.17 0.01552 4.98
0.07638
NEGATIVE ‐511.24 3.17 ‐10.79 4.98 ‐0.01215 3.17
‐0.07462
10
POSITIVE
520.42
4.98 218.24 4.98 0.01616 4.98
0.07784
5
NEGATIVE ‐304.46 3.17
‐7.74
3.17 ‐0.01161 3.17
‐0.0755
11
POSITIVE
312.85
4.98 215.94 3.17 0.01505 4.98
0.0768
NEGATIVE ‐511.97 3.17 ‐10.05 4.98 ‐0.01264 3.17
‐0.0756
11
POSITIVE
521.33
4.98 218.77 4.98
0.0157
4.98
0.07665
6
NEGATIVE ‐304.91 3.17
‐7.83
3.17 ‐0.01189 3.17
‐0.07473
12
POSITIVE
315.8
4.98 216.03 3.17 0.01711 4.98
0.08511
NEGATIVE ‐512.17 3.17 ‐10.58 4.98 ‐0.01263 3.17
‐0.08387
13
POSITIVE
521.66
5.01 218.66 5.01 0.01646 5.01
0.08373
7
NEGATIVE ‐299.12 3.24
‐6.26
3.24 ‐0.00946 3.24
‐0.08179
14
POSITIVE
314.63
5.01 214.45 3.24
0.016
5.01
0.08655
NEGATIVE ‐506.47 3.24 ‐10.46 5.01
‐0.0103
3.24
‐0.08579
15
POSITIVE
519.32
5.01
218
5.01 0.01552 5.01
0.08605
8
NEGATIVE ‐301.3
3.24
‐6.81
3.24 ‐0.01052 3.24
‐0.08578
16
POSITIVE
312.21
5.01
215
3.24 0.01497 5.01
0.08234
NEGATIVE ‐508.28 3.24
‐9.81
5.01
‐0.0109
3.24
‐0.08189
17
POSITIVE
511.59
5.04 203.85 5.04 0.01243 5.04
0.05384
9
NEGATIVE ‐289.61 3.28 ‐15.56 3.28 ‐0.00579 3.28
‐0.05152
18
POSITIVE
304.24
5.04 199.76 3.28 0.01158 5.04
0.04752
: Sendi Plastis
39
UAS StrukturBetonLanjut
10
11
12
13
14
15
16
17
18
18
19
19
20
21
22
22
23
23
24
25
26
26
27
27
28
1
19
5
20
9
5
9
NEGATIVE ‐496.31 3.28 ‐19.66 5.04
POSITIVE
510.35
5.04 203.56 5.04
NEGATIVE ‐290.04 3.27 ‐15.72 3.27
POSITIVE
303.32
5.04 199.92 3.27
NEGATIVE ‐497.05 3.27 ‐19.37 5.04
POSITIVE
509.7
5.04 203.44 5.04
NEGATIVE ‐290.81 3.28 ‐15.98 3.28
POSITIVE
303.07
5.04 200.17 3.28
NEGATIVE ‐498.11 3.28 ‐19.24 5.04
POSITIVE
504.39
5.1
201.91
5.1
NEGATIVE ‐279.08 3.32 ‐12.71 3.32
POSITIVE
297.26
5.1
196.9
3.32
NEGATIVE ‐485.99 3.32 ‐17.72
5.1
POSITIVE
503.27
5.1
201.61
5.1
NEGATIVE ‐280.06 3.31
‐13
3.31
POSITIVE
296.21
5.1
197.19 3.31
NEGATIVE ‐487.13 3.31 ‐17.42
5.1
POSITIVE
502.33
5.1
201.38
5.1
NEGATIVE ‐280.94 3.32 ‐13.25 3.32
POSITIVE
295.41
5.1
197.44 3.32
NEGATIVE ‐488.06 3.32 ‐17.18
5.1
POSITIVE
498.53
5.11 200.26 5.11
NEGATIVE ‐275.71
2.2
‐11.71
2.2
POSITIVE
291.1
5.11
195.9
2.2
NEGATIVE ‐482.09
2.2
‐16.07 5.11
POSITIVE
496.69
5.11 199.81 5.11
NEGATIVE ‐275.28
2.2
‐11.69
2.2
POSITIVE
289.64
5.11 195.88
2.2
NEGATIVE ‐482.33
2.2
‐15.62 5.11
POSITIVE
496.42
5.11 199.84 5.11
NEGATIVE ‐276.77
2.2
‐12.14
2.2
POSITIVE
290.08
5.11 196.33
2.2
NEGATIVE ‐484.16
2.2
‐15.64 5.11
POSITIVE 1352.08 11.6 404.18 11.53
NEGATIVE ‐1277.8 2.16 ‐602.89 2.16
POSITIVE
574.68 12.27 602.89 2.16
NEGATIVE ‐1268.57 2.15 ‐404.18 11.53
POSITIVE
740.21
2.16 264.04 5.62
NEGATIVE ‐964.29 12.07 ‐380.17 1.7
POSITIVE
823.11 10.86 380.17
1.7
NEGATIVE ‐1320.6 2.21 ‐264.04 5.62
POSITIVE
857.33
2.1
293.08 2.09
Rizfan Hermanto - 2013831023
‐0.00584
0.01178
‐0.00585
0.01133
‐0.00627
0.01134
‐0.00604
0.0114
‐0.00683
0.00936
‐0.00135
0.00878
‐0.00166
0.00886
‐0.00169
0.008
‐0.00219
0.00841
‐0.00203
0.00811
‐0.0026
0.00705
‐0.00018
0.00611
0
0.00614
0
0.00566
‐0.0002
0.00573
‐0.0002
0.00614
‐0.0011
0.00645
‐0.01896
0
‐0.00021
0
0
0
‐0.00098
0
3.28
5.04
3.27
5.04
3.27
5.04
3.28
5.04
3.28
5.1
3.32
5.1
3.32
5.1
3.31
5.1
3.31
5.1
3.32
5.1
3.32
5.11
2.2
5.11
0
5.11
0
5.11
2.2
5.11
2.2
5.11
2.2
3.19
4.9
0
2.17
0
0
0
4.44
0
‐0.04554
0.04919
‐0.04702
0.04876
‐0.04705
0.04732
‐0.04557
0.05284
‐0.05154
0.02848
‐0.02575
0.02637
‐0.02382
0.02712
‐0.02463
0.02665
‐0.02465
0.02601
‐0.02383
0.02723
‐0.02574
0.01398
‐0.01119
0.00904
‐0.00723
0.00928
‐0.00732
0.00882
‐0.00734
0.00867
‐0.00724
0.01307
‐0.01119
0.05063
‐0.05122
0
‐0.00021
0
0
0
‐0.00098
0
40
UAS StrukturBetonLanjut
21
13
22
17
23
21
24
25
25
6
26
10
27
14
28
18
29
22
30
26
7
13
17
21
2
6
10
14
18
22
3
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
‐973.73
739.95
‐1220.58
646.32
‐683.29
957.69
‐1179.5
613.7
‐680.24
844.55
‐947.27
353.67
‐603.63
307.73
‐645.59
674.01
‐752.19
648.33
‐701.29
832.25
‐894.05
844.37
‐902.54
1022.99
‐1032.77
992.85
‐1096.87
814.84
‐688.23
1212.29
‐1217.59
718.19
‐830.55
1088.25
‐1137.79
586.56
‐579.21
871.08
‐957.94
700.05
‐740.34
657.74
Rizfan Hermanto - 2013831023
5.98
3.14
4.5
4.5
3.58
3.11
1.76
1.76
9.12
5.71
5.03
5.02
11.94
9.64
1.82
8.66
4.9
10.49
1.64
2.07
12.07
10.85
4.45
2.1
2.37
5.62
4.5
4.47
9.5
3.11
5
4.79
9.14
5.7
5.03
4.8
9.54
2.18
1.83
3.19
4.88
6.69
‐409.14
409.14
‐293.08
257.2
‐366.09
366.09
‐257.2
206.17
‐247.96
247.96
‐206.17
123.16
‐221.58
221.58
‐123.16
313.75
‐341.49
341.49
‐313.75
393.73
‐443.4
443.4
‐393.73
374.51
‐447.22
447.22
‐374.51
371.93
‐281.48
281.48
‐371.93
333.98
‐335.36
335.36
‐333.98
364.93
‐354.01
354.01
‐364.93
314.31
‐342.63
342.63
12.06
12.06
2.09
2.12
2.34
2.34
2.12
2.17
4.65
4.65
2.17
4.8
4.7
4.7
4.8
9.5
4.89
4.89
9.5
5.34
2.25
2.25
5.34
2.09
2.54
2.54
2.09
2.12
12.11
12.11
2.12
2.16
4.65
4.65
2.16
2.21
4.69
4.69
2.21
6.72
4.88
4.88
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.00834
‐0.02044
0
‐0.002
0.00127
‐0.00232
0.00001
‐0.00414
0
0
0
‐0.00057
0
0
0
‐0.00006
0
0
0
0
0
0
0
0
0.00851
‐0.02005
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3.19
4.9
0
2.17
2.07
12.07
10.86
2.23
0
0
0
4.5
0
0
0
5
0
0
0
0
0
0
0
0
3.19
4.9
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.07065
‐0.07178
0.00181
‐0.00279
0.00134
‐0.00365
0.00862
‐0.00872
0
0
0
‐0.00057
0
0
0
‐0.00006
0
0
0
0
0
0
0
0
0.07139
‐0.0718
0.00133
41
UAS StrukturBetonLanjut
31
7
32
11
33
15
34
19
35
23
36
27
37
8
38
12
39
16
40
20
41
24
11
15
19
23
4
8
12
16
20
24
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
‐699.02
886.09
‐847.82
879.88
‐870.65
940.86
‐1040.93
1022.18
‐1051.05
525.89
‐1009.49
1183.09
‐1231.01
744.5
‐810.29
1092.88
‐1133.53
581.55
‐582.66
892.51
‐942.75
1213.59
‐1415.6
779.59
‐1148.36
938.18
‐887.01
760.18
‐1292.41
1012.71
‐687.99
912.64
‐1033.03
741.28
‐573.75
1096.07
‐1031
744.09
‐539.81
948
‐844.11
529.02
Rizfan Hermanto - 2013831023
4.87
2.06
12.06
3.02
2.15
2.1
2.55
5.62
4.5
4.44
9.5
3.11
1.76
4.79
9.14
5.7
5.03
4.8
9.54
2.17
1.84
8.67
4.9
12.27
2.15
2.08
12.07
10.86
2.23
4.43
3.56
3.14
4.5
4.5
3.58
3.11
1.76
4.79
9.12
5.71
5.03
1.8
‐314.31
406.19
‐436.38
436.38
‐406.19
355.01
‐472.5
472.5
‐355.01
307.84
‐370.15
370.15
‐307.84
344.7
‐326.11
326.11
‐344.7
363.84
‐354.88
354.88
‐363.84
425.91
‐556.2
556.2
‐425.91
283.62
‐336.26
336.26
‐283.62
383.36
‐259.17
259.17
‐383.36
339.61
‐297.82
297.82
‐339.61
262.37
‐180.79
180.79
‐262.37
246.35
6.72
5.34
2.25
2.25
5.34
11.72
2.54
2.54
11.72
2.12
12.11
12.11
2.12
2.16
4.65
4.65
2.16
2.21
4.69
4.69
2.21
8.71
2.18
2.18
8.71
5.62
4.52
4.52
5.62
5.34
12.06
12.06
5.34
2.12
2.34
2.34
2.12
2.17
4.65
4.65
2.17
4.8
‐0.00274
0.00096
‐0.00333
0.00001
‐0.00408
0
‐0.00011
0
‐0.0014
0
0
0
‐0.00035
0
0
0
0
0
0
0
0
0.00637
‐0.01927
0
0
0
0
0
‐0.00024
0
0
0
0
0
0
0
0
0
0
0
0
0
4.89
2.07
12.07
10.86
2.23
0
2.37
0
4.5
0
0
0
5
0
0
0
0
0
0
0
0
3.19
4.9
0
0
0
0
0
4.45
0
0
0
0
0
0
0
0
0
0
0
0
0
‐0.00327
0.00096
‐0.0043
0.0085
‐0.00873
0
‐0.00011
0
‐0.0014
0
0
0
‐0.00035
0
0
0
0
0
0
0
0
0.04988
‐0.05144
0
0
0
0
0
‐0.00024
0
0
0
0
0
0
0
0
0
0
0
0
0
42
UAS StrukturBetonLanjut
28
NEGATIVE
POSITIVE
NEGATIVE
‐433.7
640.81
‐351.01
Rizfan Hermanto - 2013831023
11.94 ‐98.38
2.16
98.38
1.83 ‐246.35
4.7
4.7
4.8
0
0
0
0
0
0
0
0
0
Analisa Lokasi Sendi Plastis Dan Batasan Rotasi
: Sendi Plastis
ELEM NODE
NO. NO.
1
5
2
6
3
7
4
8
5
10
6
11
7
12
8
14
16
6
7
9
10
11
13
15
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.00
BENDING
SHEAR
PL HINGE
MOMENT TIME FORCE TIME ROTATION
238.80
596.78 4 0.94
0.94 .04884 4
4
‐307.33 11.69 ‐8.43 11.69
‐0.013
386.54
4.94 216.62 11.69
0.044
‐514.1 11.69 ‐30.61 4.94
‐0.013
588.74
4.94 236.78 4.94
0.045
‐308.35 11.69 ‐9.01 11.69
‐0.013
379.86
4.94
217.2 11.69
0.042
‐517.34 11.69 ‐28.59 4.94
‐0.015
590.56
4.94 238.15 4.94
0.043
‐310.51 11.69
‐9.2
11.69
‐0.015
388.01
4.94
217.4 11.69
0.048
‐516.58 11.69 ‐29.95 4.94
‐0.014
553.47
5
227.2
5
0.030
‐333.04 11.71 ‐15.26 11.71
‐0.024
345.17
5
223.45 11.71 0.02811
‐538.23 11.71 ‐19.01
5
‐0.02255
550.2
5
226.32
5
0.02873
‐330.11 11.71 ‐14.87 11.71 ‐0.02193
342.01
5
223.06 11.71 0.02685
‐538.31 11.71 ‐18.12
5
‐0.02382
550.22
5
226.74
5
0.02749
‐333.21 11.71 ‐15.72 11.71 ‐0.02318
345.06
5
223.91 11.71 0.02937
‐541.46 11.71 ‐18.55
5
‐0.02515
534.73
5.04
222.2
5.04 0.02197
‐336.39 11.77 ‐16.41 11.77 ‐0.02505
327.44
5.04
224.6 11.77 0.0212
‐543.3 11.77 ‐14.01 5.04 ‐0.02536
532.18
5.04 221.59 5.04 0.02064
‐338.49 11.77 ‐17.01 11.77 ‐0.02586
325.53
5.04
225.2 11.77 0.02067
‐545.56 11.77 ‐13.4
5.04 ‐0.02635
Skala 1.0
TIME
ACCUM
ROTATIONS
0.940
0.158
11.690
4.940
11.690
4.940
11.690
4.940
11.690
4.940
11.690
4.940
11.690
5.000
11.710
5
11.71
5
11.71
5
11.71
5
11.71
5
11.71
5.04
11.77
5.04
11.77
5.04
11.77
5.04
11.77
‐0.150
0.139
‐0.131
0.139
‐0.130
0.137
‐0.131
0.137
‐0.131
0.159
‐0.151
0.134
‐0.137
0.11998
‐0.12237
0.12093
‐0.12266
0.12014
‐0.12376
0.11932
‐0.12232
0.13387
‐0.13809
0.12421
‐0.13213
0.12756
‐0.13564
0.1271
‐0.13568
0.12398
‐0.13321
43
UAS StrukturBetonLanjut
9
17
10
18
11
19
12
20
13
22
14
23
15
24
16
26
17
27
18
28
19
5
18
19
21
22
23
25
26
27
1
5
POSITIVE
513.53
5.08 204.37
NEGATIVE ‐317.21 11.81 ‐23.09
POSITIVE
306.09
5.08 207.29
NEGATIVE ‐523.68 11.81 ‐20.18
POSITIVE
512.06
5.08 204.03
NEGATIVE ‐317.11 11.81 ‐23.15
POSITIVE
305.03
5.08 207.34
NEGATIVE ‐524.15 11.81 ‐19.84
POSITIVE
511.66
5.08 203.99
NEGATIVE ‐318.18 11.81 ‐23.5
POSITIVE
305.19
5.08 207.69
NEGATIVE ‐525.65 11.81 ‐19.8
POSITIVE
505.65
5.13 202.26
NEGATIVE ‐307.57 11.84 ‐20.52
POSITIVE
298.53
5.13 204.71
NEGATIVE ‐514.5 11.84 ‐18.07
POSITIVE
504.55
5.12 201.96
NEGATIVE ‐308.48 11.84 ‐20.78
POSITIVE
297.49
5.12 204.98
NEGATIVE ‐515.54 11.84 ‐17.77
POSITIVE
503.62
5.13 201.73
NEGATIVE ‐309.41 11.84 ‐21.05
POSITIVE
296.69
5.13 205.24
NEGATIVE ‐516.53 11.84 ‐17.54
POSITIVE
501.46
5.14 201.06
NEGATIVE ‐301.24 11.86 ‐18.7
POSITIVE
294.01
5.14 202.89
NEGATIVE ‐507.55 11.86 ‐16.87
POSITIVE
499.55
5.14
200.6
NEGATIVE ‐300.82 11.86 ‐18.68
POSITIVE
292.5
5.14 202.88
NEGATIVE ‐507.87 11.86 ‐16.4
POSITIVE
499.33
5.14 200.63
NEGATIVE ‐302.24 11.86 ‐19.13
POSITIVE
293
5.14 203.32
NEGATIVE ‐509.7 11.86 ‐16.44
POSITIVE 1348.21 11.64 509.17
NEGATIVE ‐1371.02 2.15 ‐641.11
POSITIVE
951.86 12.26 641.11
NEGATIVE ‐1321.65 2.15 ‐509.17
POSITIVE
723.58
2.13 300.22
NEGATIVE ‐1070.77 12.08 ‐449.56
Rizfan Hermanto - 2013831023
5.08
11.81
11.81
5.08
5.08
11.81
11.81
5.08
5.08
11.81
11.81
5.08
5.13
11.84
11.84
5.13
5.12
11.84
11.84
5.12
5.13
11.84
11.84
5.13
5.14
11.86
11.86
5.14
5.14
11.86
11.86
5.14
5.14
11.86
11.86
5.14
8.75
2.15
2.15
8.75
5.5
1.71
0.01326
‐0.0173
0.01231
‐0.01705
0.01248
‐0.01703
0.01204
‐0.01749
0.01208
‐0.01729
0.01233
‐0.01828
0.00987
‐0.01313
0.00931
‐0.01345
0.00939
‐0.01345
0.009
‐0.01394
0.00895
‐0.01381
0.00864
‐0.01437
0.00827
‐0.01076
0.00731
‐0.01032
0.00732
‐0.01029
0.00684
‐0.01076
0.00693
‐0.0107
0.00735
‐0.01169
0.00745
‐0.04698
0
‐0.00377
0
0
5.08
11.81
5.08
11.81
5.08
11.81
5.08
11.81
5.08
11.81
5.08
11.81
5.13
11.84
5.13
11.84
5.12
11.84
5.12
11.84
5.13
11.84
5.13
11.84
5.14
11.86
5.14
11.86
5.14
11.86
5.14
11.86
5.14
11.86
5.14
11.86
11.69
4.92
0
2.21
0
0
0.0833
‐0.08694
0.07519
‐0.07865
0.07694
‐0.08036
0.07655
‐0.08043
0.07503
‐0.07873
0.08243
‐0.08705
0.0497
‐0.05379
0.04594
‐0.05065
0.04694
‐0.05146
0.04643
‐0.05144
0.04557
‐0.05064
0.04846
‐0.05378
0.03039
‐0.0349
0.02542
‐0.0307
0.02549
‐0.03068
0.02501
‐0.03069
0.02504
‐0.03071
0.02948
‐0.03491
0.10468
‐0.11559
0
‐0.00377
0
0
44
UAS StrukturBetonLanjut
20
9
9
21
13
22
17
23
21
24
25
25
6
26
10
27
14
28
18
29
22
26
13
17
21
2
6
10
14
18
22
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
1200.07
‐1386.34
834.48
‐1266.22
1076
‐1341.74
773.66
‐958.26
1117.97
‐1249.37
702.68
‐950.72
1019.82
‐1115.68
595.77
‐753.65
360.66
‐624.77
655.43
‐910.88
620.79
‐811.35
803.3
‐952.93
805.36
‐996.23
1042.74
‐1097.23
1039.83
‐1130.41
904.17
‐789.46
1248.95
‐1251.91
619.66
‐1007.16
1249.38
‐1249.96
618.24
‐666.73
936.68
‐958.65
Rizfan Hermanto - 2013831023
8.75
2.23
2.2
3.56
5.48
4.53
4.43
9.5
8.9
1.8
4.99
9.19
5.73
4.64
4.63
5.73
2.15
5.09
9.17
4.92
3.59
4.9
2.06
4.53
1.82
4.45
2.1
2.57
3.15
4.53
4.41
3.58
8.92
1.8
2.74
9.18
5.73
4.64
4.81
9.16
2.16
5.09
449.56
‐300.22
167.17
‐376.47
376.47
‐167.17
346.21
‐389.99
389.99
‐346.21
256.29
‐297.66
297.66
‐256.29
140.43
‐260.61
260.61
‐140.43
297.17
‐409.25
409.25
‐297.17
377.54
‐519.97
519.97
‐377.54
469.32
‐464.48
464.48
‐469.32
419.49
‐379.05
379.05
‐419.49
368.06
‐393.87
393.87
‐368.06
404.35
‐369.74
369.74
‐404.35
1.71
5.5
5.67
5
5
5.67
2.12
4.6
4.6
2.12
2.17
12.17
12.17
2.17
2.22
9.16
9.16
2.22
3.59
4.9
4.9
3.59
11.65
2.26
2.26
11.65
2.08
1.75
1.75
2.08
5.7
4.6
4.6
5.7
2.17
4.64
4.64
2.17
2.22
4.7
4.7
2.22
0
‐0.01639
0
0
0
‐0.00541
0
0
0.00311
‐0.00436
0
0
0
‐0.00039
0
0
0
0
0.00815
‐0.04876
0.00029
‐0.00721
0.00006
‐0.00218
0
‐0.01929
0.00111
0
0
‐0.00647
0
0
0.00388
‐0.00475
0
0
0
‐0.00035
0
0
0
0
0
4.45
0
0
0
4.53
0
0
8.92
5.04
0
0
0
4.64
0
0
0
0
11.69
4.92
1.88
2.21
2.07
2.51
0
4.45
2.1
0
0
4.53
0
0
8.92
5.04
0
0
0
4.64
0
0
0
0
0.00179
‐0.01639
0
0
0
‐0.00541
0
0
0.01409
‐0.01098
0
0
0.00014
‐0.00039
0
0
0
0
0.12834
‐0.13971
0.00923
‐0.01212
0.00226
‐0.00413
0.02303
‐0.03485
0.00111
‐0.00073
0.00386
‐0.0075
0
0
0.01601
‐0.01213
0
0
0.00019
‐0.00035
0
0
0
0
45
UAS StrukturBetonLanjut
30
3
31
7
32
11
33
15
34
19
35
23
36
27
37
8
38
12
39
16
40
20
7
11
15
19
23
4
8
12
16
20
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
689.53
‐871.09
611.01
‐773.8
853.65
‐904.69
820.03
‐954.07
1091.3
‐1050.5
1087.47
‐1082.92
574.96
‐1111.15
1240.66
‐1254.73
632.94
‐993.73
1249.38
‐1250.57
619.8
‐667.91
938.48
‐998.62
1230.8
‐1537.23
1126.38
‐1291.71
1217.04
‐957.63
1156.86
‐1390.17
1240.47
‐953.55
1219.33
‐1213.66
977.08
‐824.4
1241.89
‐1133.19
921.19
‐795.23
Rizfan Hermanto - 2013831023
11.69
4.92
12.26
4.89
2.07
4.54
1.97
4.89
2.11
2.57
3.08
4.51
4.41
3.58
5.7
5.04
2.74
9.18
5.73
4.62
4.81
9.16
2.16
1.85
3.58
4.86
12.25
2.21
2.19
12.08
8.76
2.25
2.2
3.56
5.48
4.48
4.43
9.5
3.26
5.02
1.75
9.19
292.09
‐391.32
391.32
‐292.09
399.85
‐501.99
501.99
‐399.85
485.99
‐461.94
461.94
‐485.99
331.54
‐469.5
469.5
‐331.54
375.48
‐392.34
392.34
‐375.48
403.02
‐368.68
368.68
‐403.02
511.74
‐636.14
636.14
‐511.74
346.07
‐405.82
405.82
‐346.07
292.15
‐248.46
248.46
‐292.15
410.18
‐319.35
319.35
‐410.18
329.09
‐227.28
12.26
4.91
4.91
12.26
11.65
2.26
2.26
11.65
2.08
4.56
4.56
2.08
5.7
1.8
1.8
5.7
2.17
4.64
4.64
2.17
2.22
4.7
4.7
2.22
8.73
2.21
2.21
8.73
5.5
1.71
1.71
5.5
5.67
5
5
5.67
2.11
1.8
1.8
2.11
2.17
12.17
0.00885
‐0.04817
0
‐0.00885
0
‐0.00451
0
‐0.02012
0.00069
‐0.00052
0
‐0.00742
0
0
0.00356
‐0.00509
0
0
0
‐0.00033
0
0
0
0
0.00577
‐0.04788
0
‐0.00297
0
0
0
‐0.01548
0
0
0
‐0.00507
0
0
0.00335
‐0.00404
0
0
11.69
4.92
0
4.91
0
12.07
0
4.45
2.11
2.57
0
4.53
0
0
8.92
5.04
0
0
0
4.64
0
0
0
0
11.69
4.92
0
2.21
0
0
0
4.45
0
0
0
4.53
0
0
8.92
5.04
0
0
0.12899
‐0.13941
0.00857
‐0.01356
0.00118
‐0.00569
0.02317
‐0.0353
0.00069
‐0.0012
0.00398
‐0.00849
0
0
0.01601
‐0.01245
0
0
0.00018
‐0.00033
0
0
0
0
0.10251
‐0.11576
0
‐0.00297
0
0
0.00167
‐0.01548
0
0
0
‐0.00507
0
0
0.01395
‐0.0106
0
0
46
UAS StrukturBetonLanjut
24
41
24
28
POSITIVE 1114.05
NEGATIVE ‐1023.07
POSITIVE
771.49
NEGATIVE ‐571.5
POSITIVE
633.71
NEGATIVE ‐352.86
: Sendi Plastis
ELEM NODE
NO.
NO.
1
5
2
6
3
7
4
8
5
10
6
11
7
12
14
6
7
9
10
11
13
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
Rizfan Hermanto - 2013831023
5.73
4.63
4.63
5.73
2.15
5.09
227.28 12.17
‐329.09 2.17
264.32 4.81
‐135.65 9.16
135.65 9.16
‐264.32 4.81
0
‐0.00032
0
0
0
0
0
4.64
0
0
0
0
0.00012
‐0.00032
0
0
0
0
Analisa Lokasi Sendi Plastis Dan Batasan Rotasi
: Tidak
Aman
Skala 1.5
( >0.025)
Bandung Tanah Lunak ‐ El Centro ‐ Skala 1.5
BENDING
SHEAR
PL HINGE
ACCUM
MOMENT TIME
FORCE
TIME
ROTATION
TIME ROTATIONS
1247.55
4.91
396.21
4.91
0.382
6.400
92.325
‐1018.31 11.72 ‐172.96
3.78
‐0.428
11.720
‐92.108
894.42
8.01
381.15
3.78
0.269
8.320
58.497
‐1130.89
3.78 ‐188.02
4.91
‐0.282
3.780
‐58.568
1027.52
8.18
359.92
7.51
0.277
5.030
59.054
‐753.38
10.48 ‐122.11 10.48
‐0.278
3.760
‐59.134
850.42
7.51
330.3
10.48
0.262
2.750
55.920
‐949.53
10.16 ‐151.73
7.51
‐0.254
12.320
‐55.927
1153.58
2.8
406.21
2.8
0.272
4.760
55.539
‐968.96
12.51 ‐169.31
4.1
‐0.258
12.510
‐55.537
1099.09
7.87
377.5
4.1
0.429
7.870
95.296
‐1162.29
12.5 ‐198.02
2.8
‐0.424
12.830
‐95.250
1141.94
4.82
376.34
4.82
0.360
6.940
86.196
‐904.55
13.14 ‐151.75
9.65
‐0.360
12.450
‐86.390
845.43
4.82
359.94
9.65
0.29424
5.07
67.37069
‐1025.36
9.65 ‐168.15
4.82
‐0.27973
10.69
‐67.2404
1081.3
8.22
367.25
8.22
0.29302
5.07
68.49377
‐782.79
9.6
‐145.98
12.6
‐0.2812
10.69
‐68.35265
860.57
5.32
354.17
12.6
0.29874
4.99
73.24584
‐1063.53
12.6 ‐159.06
8.22
‐0.2796
12.6
‐73.22014
1116.85
5.28
398.87
5.28
0.29915
4.99
71.58847
‐937.74
12.67 ‐193.51 12.67
‐0.27022
12.59
‐71.57112
1035
5.28
401.71
12.67
0.39441
2.59
95.34853
‐1234.82 12.67 ‐190.68
5.28
‐0.36372
11.81
‐95.33006
551.83
2.62
226.84
2.62
0.02917
2.62
0.10409
‐280.61
0.87
‐1.18
0.87
‐0.00182
0.87
‐0.09082
344.22
2.62
209.38
0.87
0.028
2.62
0.10022
‐487.93
0.87
‐18.65
2.62
‐0.00262
0.87
‐0.0869
47
UAS StrukturBetonLanjut
8
15
9
16
10
18
11
19
12
20
13
22
14
23
15
24
16
26
17
27
18
28
17
18
19
21
22
23
25
26
27
1
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
544.63
‐282.33
337.85
‐489.4
516.84
‐281.59
308.96
‐488.38
514.68
‐282.16
308.31
‐489.63
674.45
‐381.41
609.65
‐680.87
501.86
‐271.64
294.71
‐478.51
500.9
‐272.2
294.11
‐479.48
499.16
‐273.18
290.86
‐480.41
494.72
‐268.36
287.3
‐474.75
492.95
‐268.06
285.88
‐475.15
492.54
‐269.47
286.2
‐476.84
2227.23
‐2438.94
Rizfan Hermanto - 2013831023
2.6
0.87
2.6
0.87
2.65
11.92
2.65
11.93
2.65
11.92
2.66
11.92
2.71
9.77
2.71
9.77
2.68
2.22
2.68
2.22
2.68
2.22
2.69
12.58
2.69
2.22
1.91
2.22
1.91
2.23
1.91
2.23
1.91
2.23
1.91
2.23
1.91
2.23
1.91
2.23
12.1
5.69
224.98
‐1.62
209.81
‐16.79
205.22
‐13.35
197.54
‐21.03
204.62
‐13.63
197.82
‐20.43
268
‐53.42
237.61
‐83.81
201.21
‐10.66
194.86
‐17.02
200.97
‐10.83
195.03
‐16.78
200.13
‐11.13
195.33
‐15.94
199.22
‐9.7
193.89
‐15.03
198.79
‐9.71
193.9
‐14.59
198.77
‐10.14
194.33
‐14.58
1221.19
‐1393.3
2.6
0.87
0.87
2.6
2.65
11.92
11.92
2.65
2.63
11.92
11.92
2.63
2.71
9.77
9.77
2.71
2.68
2.22
2.22
2.68
2.68
2.22
2.22
2.68
1.91
2.22
2.22
1.91
1.91
2.23
2.23
1.91
1.91
2.23
2.23
1.91
1.91
2.23
2.23
1.91
12.1
5.69
0.02585
‐0.00263
0.02571
‐0.00313
0.01481
‐0.00254
0.01331
‐0.00254
0.01347
‐0.0024
0.01358
‐0.00339
0.02082
‐0.00783
0.19683
‐0.12051
0.00832
0
0.00772
0
0.00787
0
0.008
0
0.0075
0
0.00623
0
0.00547
0
0.00455
0
0.0046
0
0.0041
0
0.00413
0
0.00459
0
0.05042
‐0.07757
2.6
0.87
2.6
0.87
2.65
11.92
2.65
11.93
2.66
11.92
2.66
11.92
2.71
11.94
2.71
9.77
2.68
0
2.68
0
2.68
0
2.69
0
2.69
0
1.91
0
1.91
0
1.91
0
1.91
0
1.91
0
1.91
0
2.7
0
12.32
2.48
0.09639
‐0.08403
0.09514
‐0.08238
0.0507
‐0.04599
0.0451
‐0.04121
0.04567
‐0.04164
0.055
‐0.04971
2.05041
‐2.04335
67.92524
‐67.90509
0.01853
‐0.01564
0.01619
‐0.01411
0.01663
‐0.01445
0.01609
‐0.01455
0.01529
‐0.0137
0.01613
‐0.01418
0.00722
‐0.00325
0.00498
‐0.00134
0.00501
‐0.00132
0.00456
‐0.00135
0.0045
‐0.00132
0.00718
‐0.00444
0.26935
‐0.27514
48
UAS StrukturBetonLanjut
19
5
5
20
9
21
13
22
17
23
21
24
25
25
6
26
10
27
14
28
18
22
9
13
17
21
2
6
10
14
18
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
3071.48
‐3413.06
2791.77
‐2830.83
2858.88
‐3077.4
3222.9
‐3316.44
2015.91
‐1936.09
946.21
‐1159.53
1094.5
‐1268
937.07
‐979.23
988.66
‐1117
671.32
‐765.26
318.48
‐598.39
1331.18
‐1457.42
2167.43
‐1808.1
2323.79
‐2245.58
2518.54
‐2541.41
2710.56
‐2679.59
1622.7
‐1739.96
1155.62
‐1032.37
1189.33
‐1265.31
856.41
‐1001.24
1248.39
‐1255.33
Rizfan Hermanto - 2013831023
13.34
5.69
3.84
8.39
3.8
11.2
6.94
3.64
11.52
13.34
2.49
11.73
11.75
2.64
2.76
10.05
11.94
2.67
2.79
12.02
2.19
2.49
12.23
2.42
10.69
3.76
11.91
5.28
9.55
5.28
13.34
10.69
3.06
4.8
5.15
11.87
11.9
5.12
2.83
12.77
11.94
2.67
1393.33
‐1221.2
1501.12
‐1463.2
1463.2
‐1501.1
1368.82
‐1439.4
1439.39
‐1368.8
356.67
‐406.01
406.01
‐356.67
281.85
‐321.1
321.1
‐281.85
136.22
‐233.38
233.38
‐136.22
736.14
‐745.21
745.21
‐736.14
1298.89
‐1329.7
1329.72
‐1298.9
1081.67
‐1171.1
1171.14
‐1081.7
488.05
‐393.57
393.57
‐488.05
369.31
‐378.88
378.88
‐369.31
5.69
12.1
3.41
13.62
13.62
3.41
3.1
13.34
13.34
3.1
11.91
8.21
8.21
11.91
4.86
4.71
4.71
4.86
5.66
4.75
4.75
5.66
10.69
2.42
2.42
10.69
11.81
5.28
5.28
11.81
3.06
10.69
10.69
3.06
12.61
1.84
1.84
12.61
2.16
4.72
4.72
2.16
0.37197
‐0.41702
0.36069
‐0.36775
0.36245
‐0.37864
0.33797
‐0.35817
0.01678
‐0.00912
0
‐0.00011
0
‐0.00777
0
0
0
‐0.00061
0
0
0
0
0.04819
‐0.07881
0.29529
‐0.25954
0.25943
‐0.21992
0.25755
‐0.3
0.27447
‐0.28214
0.01727
‐0.0096
0
0
0
‐0.00843
0
0
0
‐0.00096
13.34
5.69
6.4
3.1
5.69
13.34
6.94
3.59
12.59
5.22
0
11.73
0
5.19
0
0
0
2.67
0
0
0
0
12.31
2.49
10.69
3.76
6.17
3.76
5.63
10.69
13.34
10.69
13.02
2.58
0
0
0
2.63
0
0
0
2.67
89.4244
‐89.22381
88.06784
‐87.89165
82.52479
‐82.75048
84.18522
‐84.38411
0.04544
‐0.03606
0
‐0.00011
0.0025
‐0.00777
0
0
0
‐0.00061
0
0
0
0
0.29917
‐0.30805
57.89458
‐57.98136
57.