(lps-2) gor aceh besar 10 12 2015.pdf
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Perencanaan Pembangunan Sarana dan Prasarana Olahraga
Kabupaten Aceh Besar
Desember 2015
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Page 2 of 34
Daftar Isi
1. Parameter Perencanaan
3. Plat Lantai
4. Analisa Struktur
5. Perhitungan Balok dan Kolom
6. Perhitungan Pondasi
2.
Pemodelan dan Pembebanan
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KATA PEGANTAR
Sehubungan dengan pelaksanaan pekerjaan Perencanaan Pembangunan Sarana dan
Prasarana Olahraga yang berlokasi di Kabupaten Aceh Besar , bersama ini kami sampaikan
Laporan Perhitungan Struktur sebagai dokument pelengkap.
Perhitungan Struktur ini dibuat berdasarkan Peraturan, Standar dan Pedoman yang berlaku di Indonesia
disertai referensi referensi yang mendukung.
Demikian Laporan Perhitungan Struktur ini kami sampaikan, atas perhatian dan kerja samanya
kami ucapkan terima kasih.
Medan, Desember 2015
PT. Citra Rancang Global
D.I.
Structure Engineer
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1
parameterperencanaan
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PARAMETER PERENCANAAN
DATA BANGUNAN
Bangunan yang akan didisain memiliki 2 lantai dengan fungsi
sebagai gedung olahraga (stadion). Atap menggunakan rangka baja (truss system).
SISTEM STRUKTUR
Sistem struktur yang direncanakan adalah Portal Beton Bertulang dengan lantai
plat beton sebagai pengaku (diafragma) bagunan. Plat lantai didisan sebagai plat dua arah.
Pondasi yang digunakan adalah tiang pancang.
SPESIFIKASI, STANDARD DAN PEDOMAN.
1. Peraturan Pembebanan Indonesia Untuk Gedung 1983
2. Peraturan Perencanaan Bangunan Baja Indonesia (PPBBI)
3. Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung, SNI 03-2847-2002
4. Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung
, SNI 03-1726-20012
5. Peraturan dan ketentuan lain yang relevan.
MUTU DAN BAHAN YANG DIGUNAKAN :
1. Beton
a. Mutu : K-250
b. Ec = 4700 Vf’c
c. Poison Ratio = 0,2
2. Baja tulangan :
a. Untuk Ø< 13mm Baja Tulangan Polos (BJTP24) dimana f y=2900 kg/cm2 dan f u = 3900
kg/cm2
b. Untuk Ø> 13mm Baja Tulangan Ulir (BJTD40) dimana f y=4000 kg/cm2 dan f u = 5700
kg/cm2
PEMBEBANAN :
1. Beban mati :
a. Beban ceiling = 11 kg/m2
b. Beban screed keramik = 21 kg/m2
c. Beban finishing lantai keramik = 24 kg/m2
d. Beban partisi = 25 kg/m2
e. Beban M/E = 40 kg/m2
f. Beban dinding ½ batu bata = 250 kg/m2
d. Berat jenis = 2400 kg/m3
a. Berat jenis = 7800 kg/m3
g. Berat air = 1000 kg/m3
200.784 kg/cm2
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Analisa struktur dilakukan sebagai portal dengan pemodelan 3 Dimensi menggunakan
program struktur ETABS dengan mempertimbangkan metode SRPMK (Sistem Rangka
Pemikul Momen Khusus)
Kombinasi pembebanan sebagai berikut
U = 1.2 D + 1.6 L
U = 1.2 D + 1,0 Lr + 1,0 Ex + 0,3 Ey
U = 0.9 D + Ex + 0,3 Ey
Dimana : D = Beban Mati
L = Beban Hidup,
Lr = Beban Hidup Reduksi,
E = Beban Gempa
DESIGN STRUKTUR BANGUNAN
Design struktur dilakukan dengan bantuan program ETABS dengan mengacu
pada metodeSTRONG COLUMN WEAK BEAM
.
ANALISA STRUKTUR BANGUNAN
3. Beban gempa :
2. Beban hidup :
-Lantai Atribun penonton = 400 kg/m2
-Lantai Kendaraan = 800 kg/m2
-Lantai Atap = 100 kg/m2
Beban gempa dihitung berdasarkan
.
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BEBAN
PADA
LANTAI
ATRIBUN
Tinggi = 315 cm
Lebar injakan = 80 cm
Tinggi injakan = 45 cm 1800
Tebal tangga = 12 cm 0.18
Berat anak tangga 1.26 x 2.4
5.6
0.54 t/m'
Jumlah anak = 7 bh
α = 29.36 °
sin α = 0.49
cos α = 0.87 642.5 cm (diagonal)
tan α = 0.56
Tinggi ekuivalen
180/cos α x t = 0,5 x b x h x 6
SUPERDEAD
* Bs plat = 1/cos a 0.12 1 2400 = 330.4 kg/m'
q1 = 330.4 kg/m'
Anak Tangga
* Anak tangga = = 540.0 kg/m'
* Tpt duduk = = 25.0 kg/m'
* Keramik = 66 1 = 66 kg/m'
q2 = 631.0 kg/m' (ETABS INPUT)
LIVE
LOAD
* B. hidup = 400 1 = 400.0 kg/m' (ETABS INPUT)
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Lokasi :
Fungsi Bangunan :
Klasifikasi Bangunan : III
Jenis Tanah :
Struktur Bangunan : Beton
Jumlah Lantai : 2
Tinggi Bangunan (m) : 6
Tinggi Antar Lantai (m) : 3
Sistem Penahan Gaya Seismik :
Rangka Beton Bertulang Pemikul Momen Khusus
Faktor Keutamaan
Bangunan
: 1. 25
Kategori Resiko : III (Sumber PPUGI. 1987)
Reduksi Beban Hidup u/ Peninjauan G em pa 0 .5 (Sumber PPUGI. 1987)
Reduksi Beban Hidup u/ Disain Balok Induk dan Por ta l 0 .9
V : 0 .0 96
ANALISA PERHITUNGAN GEMPA
(SE)Tanah Lunak
Aceh Besar
Stadion
Parameter SS dan S1 ditetapkan berdasarkan respons spektrum percepatan 0,2 detik dan 1 detik dalam peta gerak tanah seismik dengan kemungkinan 2
persen terlampaui dalam 50 tahun sesuai dengan lokasi yang ditinjau
1. Parameter percepatan tanah SS (percepatan batuan dasar periode pendek 0,2 detik) dan S1 (percepatan batuan dasar periode 1,0 detik).
Sistem Rangka Pemikul Momen
Ss = 1.349
S1
=
0.642
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2. KLASIFIKASI SITUS
N spt = ‐
Jenis tanah =
http://puskim.pu.go.id/Aplikasi/desain_spektra_indonesia_2011/
Ss = 1.35 (sumber : peta zona 2012)
SMS = Fa Ss
= 0.9 1.349
= 1.21
http://puskim.pu.go.id/Aplikasi/desain_spektra_indonesia_2011/
S1 = 0.642 (sumber : peta zona 2012)
SM1 = Fv S1
= 2.4 0.642
= 1.5408
4. Parameter percepatan spektrum desain (SDS, SD1)
SDS = 2/3 SMS SD1 = 2/3 SM1
= 2/3 1.2141 = 2/3 1.5408 Tabel Graphic Respon Spectrum
= 0.81 = 1.03 T Sa
0 0.32
To = 0.2 SD1 Ts = SD1 0.2 5 0.81
SDS SDS 1.3 0.81
1.6 0.63
= 0.2 1.03 = 1.03 2.0 0.510.81 0.81 3.0 0.34
= 0.25 dtk = 1.3 dtk
1. KATEGORI BANGUNAN : III
Tanah Lunak
3. Faktor koefisien situs (Fa, Fv) dan Parameter spektrum respons percepatan yang disesuaikan dengan pengaruh klasifikasi situs
(SMS, SM1).
0.32
0.81 0.81
0.63
0.51
0.34
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
0 0.5 1 1.5 2 2.5 3 3.5
S p e c t r a R e s p o n s A c c e l e r a t i o n ( g )
Period, T ( det)
Respons Spectra Graphic
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2. FAKTOR KEUTAMAAN GEMPA (I) : 1.25
3a. KATEGORI RESIKO BANGUNAN : D
3b. KATEGORI RESIKO BANGUNAN : D
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2c. KATEGORI RESIKO BANGUNAN RENCANA : D
Dipakai sistem = Sistem Rangka Pemikul Momen Khusus (SRPMK)
3. KOEFISIEN REDUKSI GEMPA (R) = 8.00
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Wak tu Get ar R en ca na : Ct Hnx
SD1Koefisien
CuTipe Struktur Ct x
> 0.4 1.4
0.3 1.4
0.2 1.5
0.15 1.6 Rangka baja pemikul momen 0.0724 0.8
< 0.1 1.7 Rangka beton pemikul momen 0.0466 0.9
Rangka baja dengan bresing eksentris 0.0731 0.75
Rangka baja dengan bresing terkekang terhadap te kuk 0.0731 0.75
Semua sistem struktur lainnya 0.0488 0.75
Ta : Ct Hnx
: 0.0466 6 0.9
: 0.234 dt
x y
T = 0 . 23 4 0 .2 34
C = 0.77 0.77
Tx * = 0.234 det (*Tabel Modal ParticipationMass Ratio) Ty * = 0.234 det
Cx = 0.77 Cx = 0.77
V = CR
Vx = 0.77 Vy = 0.77
8 8
= 0.096 = 0.096
Tabel X. Nilai parameter periode pendekatan Ct dan
x (Sumber : SNI 03-1726-2012)
Tabel X. Koefisien batas atas periode (Sumber :
SNI 03-1726-2012)
Sistem rangkapemikul momen di mana rangkamemikul 100persengaya gempa
yang disyaratkan dan tidak dilingkupi atau dihubungkan dengan komponen yang
lebih kaku dan akan mencegah rangka dari defleksi jika dikenai gaya gempa:
0.32
0.81 0.81
0.63
0.51
0.34
Tx:
0.23
Cx:
0.77
Ty:0.23
Cy:
0.77
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
0 0.5 1 1.5 2 2.5 3
S p e c t r a R e s p o n s A c c e l e r a t i o n ( g )
Period,
T
(
det)
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2
pemodelandan
pembebanan
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A B C D E F G H
1
2
3
4
5
6
7
8
9
10
11
B 2 0 / 4 0
B20/40 B 2 0 / 4 0
B20/35
B20/35
B20/35
B20/35B20/35
B25/45
B 3 0 / 5 0
B25/45B25/45
B30/45
B 3 0 / 5 0
B 2 5 / 4 5
B 2 5 / 4 5
B 2 5 / 4 5
B 2 5 / 4 5
B 2 5 / 4 5
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5
/ 5 0
B30/50B30/50B30/50B30/50
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B25/50
B25/50
B25/50
B25/50
B25/50
B 2 5
/ 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B25/50
B25/50
B25/50
B25/50
B25/50
B30/50
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B30/50B30/50B30/50B30/50B30/50
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 4 5
B 3 0 / 4
5
B30/45
B 3 0 / 4 5
B 3 0 / 4
5
B30/45
B30/45
B 3 0 / 4
5
B 3 0 / 4 5
B30/45
B 3 0 / 4
5
B 3 0 / 4 5
B30/45
B30/45
B 3 0 / 4 5
B 3 0 / 4 5
B 3 0 / 4 5
B 3 0 / 4 5
B 3 0 / 4 5
B 3 0 / 4 5
B30/45B30/45B30/45B30/45B30/45
B30/45B30/45B30/45B30/45B30/45
1 6 . 2
0 5 ( m )
4 ( m )
6 ( m )
6 ( m )
6 ( m )
6 ( m )
6 ( m )
6 ( m )
6 ( m )
4 ( m )
4 (m) 6 (m) 6 (m) 6 (m) 6 (m) 6 (m) 4 (m)
X
Y
ETABS 2015 15.0.0
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k 4 0
k 4 0
k 4 0
k 4 0
k 4 0
k 4 0
K 4 0 / 6 0 K
4 0 / 6
0
K 40/60 K 40 /60
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B 2
5 / 5 0
B 2 5
/ 5 0
b 2 5
b 2 5
b 2 5
b 2 5
b 2 5
b 2
5
K 4 0 / 6 0 K
4 0 / 6 0 B 2 5/ 5
0B 2 5 / 45
B 25/5 0B 2 5 / 45
B 25/5 0B2 5 / 45
B 25/5 0B2 5 / 45
B25/50B25 / 45
K 4 0 / 6 0 K 4 0 / 6 0B 25/50B2 5 / 45
B25/50B25 /45
K 4 0 / 6 0
K 4 0 / 6 0
K 4 0 / 6
0
K 4 0/ 6 0
B25/50B25 /45
B25/50B25/ 45
B25/50B25/45
B25/50B25/45
B25 / 40B25/45
K 4 0 /6 0
K 4 0 / 6 0 B25 / 50B25/45
K 4 0 / 6 0 k 4
0 k 4 0 k
4 0
k 4 0
B20/35B20/35B20/35B20/35B20/35
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
B 2 5 / 5 0
b 2 5
b 2 5
b 2 5
b 2 5
b 2 5
b 2 5
B30/50B30/50B30/50B30/50B30/50
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
B 3 0 / 5 0
X
Y
X
Z
Y
Z
ETABS 2015 15.0.0 12/10/2
GOR ACEH BESAR 15 06 2014 (8).EDB 3-D View
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A
4
B
4
C
4
D
4
E
4
F
4
1 6 1 1
1 6 1 0
1 6 0 9
1 6 0 8
1 6 0 7
1 6 0 6
1 6 0 5
1 6 0 4
1 6 0 3
1
1 5 1
6
1 5 1 5
1 5 1 4
1 5 1
3
1 5 1 2
1 5 1 1
1 5 1
0
1 5 0 9
1 5 0 8
1 5 0 7
1 5 0 6
1 5 0 5
1 5 0
4
1 5 0 3
1 5 0 2
1 5 0
1
1 5 0 0
1 4 9 9
1 4 7 9
1 5 9 3
1 5 9 2
1 5 9 1
1 5 9 0
1 5 8 9
1 5 8 8
1 5 8 7
1 5 8 6
1 5 8 5
1 4 9 8
1 4 9 7
1 4 9 6
1 4 9 5
1 4 9 4
1 4 9 3
1 4 9 2
1 4 9 1
1 4 9 0
1 4 8 9
1 4 8 8
1 4 8 7
1 4 8 6
1 4 8 5
1 4 8 4
1 4 8 3
1 4 8 2
1 4 8 1
1 4 8 0
1 4 7 8
16 48 16 47 16 46 16 45 16 44 16 43 16 42 16 41 16 40 16 3 9 16 3 8 16 3 7 16 3 6 16 3 5 16 3 4 16 3 3 16 3 2 16 3 1 16 3 0
15 7 2 15 7 1
15 7 0 15 6 9 15 6 8 15 6 7
15 6 6 15 6 5 15 6 4
15
155 3
155 21551
155 0154 9
15 4 815 4 7
15 4 615 45
15 4 415 4 315 4 2
15 41
15 4 015 3 9
15 3 815 3 7
15 3 615 35
15 3 415 3 3
15 3 215 3115 3 0
15 2 915 2 815 2 7
15 2 615 25
15 2 4
15 2 315 2 2
15 21152 0
151 9151 8
151 7
1 4 7 71 4 7 6
1 4 751 4 7 4
1 4 7 31 4 7 2
1 4 711 4 7 0
1 4 6 91 4 6 8
1 4 6 71 4 6 6
1 4 651 4 6 4
1 4 6 31 4 6 2
1 4 611 4 6 0
1 45 9
2 3 4
2 3 1
232
2 3 3
2 8 4
3 3 9
3 3 8
3 3 7
3 3 6
2 8 3
3 6
204203202201
X
Z
ETABS 2015 15.0.0
MODEL.EDB Elevation View - T1-G1-4
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3
platlantai
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PERENCANAAN LANTAI BETON BERTULANG
ENONTON
PARAMETER PERENCANAAN
‐ Mutu beton K 250
‐ Mutu baja : BJTP‐24 L1 : 3 m
f y = 2900 kg/cm2 L2 : 4 m
f u = 3900 kg/cm2
PERHITUNGAN PLAT
x
x = menerus
Lx = 3.00 m x x
Ly
Lx
x
Ly = 4.00 m
Menentukan tebal plat
h min 1 = Lx 0.4 + f y
28 700
= 300 0.4 + 390
28 700
= 10.255 cm
h min 2 = L = 300 = 8.57 cm
35 35
Ly 4
Lx 3
= 1.33
h min 3 = 12 cm
h rencana = 12.00 ~ 13 cm
Berat sendiri = 0.13 2400 = kg/m2
Screed + 3cm y = kg/m2
Finishing lantai y = kg/m2
Partisi y = kg/m2
Plafon + Rangka + Penggantung y = kg/m2
Armatur + Elektrikal y = kg/m2
Instalasi Plumbing y = kg/m2
Wd = ~490 kg/m2
Wsuper = kg/m2
Detail design plat
Wl = 400 kg/m2 (
PPPUG
1983)
q = 1.2 Wd + 1.6 Wl
= 1.2 489 + 1.6 400
= kg/m2
Mlx = 0.001 889.00 3
2
31 = kg/m
2
Mly = 0.001 889.00 3 2
19 = kg/m2
Mtx = 0.001 889.00 3 2
69 = kg/m2
Mty = 0.001 889.00 3 2
57 = kg/m2
Arah x dan y
b = 100 cm (
Lebar
plat
per
strook
1
m)
d = 13 cm ( Tebal plat lantai)
Ø = 0.8 ( Koefisien reduksi)
p = 2.5 cm
d' = 10.00 cm
M max = kg m
1.30
=
25
177
31266
552.07
248.03
889.00
489
11
25
40
10
1.33
456.06
552.07
152.02
1
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PERENCANAAN LANTAI BETON BERTULANG
ENONTON
R n =
b d 2
=
0.9 100 10.0
= 6.1
m =
0.85 f'c
=
0.85 207.5
= 16.44
= 1 *
m
= 1 * 0.0354
20.16
= 0.0018
r = 1.33
= 0.00234
min = 1.4
fy
= 1.4
290
= 0.0048
As = pakai b d
= 0.00483 100 10.0
= 4.83 cm2163
D ipak ai Ø 10 ‐ 150 (untuk 2 lapis dan 2 arah)
‐ Kontrol Plat Terhadap Deflection
f x = 5 q L4
f izin
384 E Ix
= 5 8.1E+09 1
384 360
= 0.24 cm < 0.83 cm ……………… OK
T=13cm
Ø10‐300
Ø10‐300
Ø10‐300
Sket Penulangan Lantai
<
2900
f y
55,207
Mn
Ø 1 0 ‐ 3 0 0
Ø 1 0 ‐ 3 0 0
Ø 1 0 ‐ 3 0 0
< 300210,000
8.890
18,308.33
fy
Rnm **211
2
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PERENCANAAN LANTAI BETON BERTULANG
LANTAI KENDARAAN
PARAMETER PERENCANAAN
‐ Mutu beton K 250
‐ Mutu baja : BJTP‐24 L1 : 4 m
f y = 2900 kg/cm2 L2 : 3 m
f u = 3900 kg/cm2
PERHITUNGAN PLAT
x
x = menerus
Lx = 3.00 m x x
Ly
Lx
x
Ly = 4.00 m
Menentukan tebal plat
h min 1 = Lx 0.4 + f y
28 700
= 300 0.4 + 390
28 700
= 10.255 cm
h min 2 = L = 300 = 8.57 cm
35 35
Ly 4
Lx 3
= 1.33
h min 3 = 10 cm
h rencana = 10.26 ~ 17.5 cm
Berat sendiri = 0.18 2400 = kg/m2
Screed + 3cm y = kg/m2
Armatur + Elektrikal y = kg/m2
Instalasi Plumbing y = kg/m2
Water proofing y = kg/m2
Tangki Air 2000 ltr y = kg/m2
Wd = kg/m2
Wsuper = kg/m2
Detail design plat
Wl = 800 kg/m2 (
Menurut
Peraturan
Muatan
Indonesia)
q = 1.2 Wd + 1.6 Wl
= 1.2 1850.2 + 1.6 800
= kg/m2
Mlx = 0.001 2650.22 3 2
31 = kg/m2
Mly = 0.001 2650.22 3 2
19 = kg/m2
Mtx = 0.001 2650.22 3 2
69 = kg/m2
Mty = 0.001 2650.22 3 2
57 = kg/m2
Arah x dan y
b = 100 cm ( Lebar plat per strook 1 m)
d = 17.5 cm (
Tebal
plat
lantai)
Ø = 0.8 ( Koefisien reduksi)
p = 2.5 cm
d' = 14.40 cm
M max = kg m
R n =
b d 2
1.33 1.30
=
1430.2
1299.2
66
15
10
420
1645.79
40
1850.2
2650.22
739.41
453.191645.79
1359.56
Mn
3
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PERENCANAAN LANTAI BETON BERTULANG
LANTAI KENDARAAN
=
0.9 100 14.4
= 8.8
m =
0.85 f'c
=
0.85 207.5
= 16.44
= 1 *
m
= 1 * 0.0513
20.16
= 0.0025
r = 1.33
= 0.00339
min = 1.4
fy
= 1.4290
= 0.0048
As = pakai b d
= 0.00483 100 14.4
= 6.95 cm2163
Dipak ai Ø 12 ‐ 150 (untuk
2
lapis
dan
2
arah)
‐ Kontrol Plat Terhadap Deflection
f x = 5 q L4
f izin
384 E Ix
= 5 8.1E+09 1384 360
= 0.30 cm < 0.83 cm …………… OK
T=17.5cm
Ø12‐300
Ø12-300
Ø12‐300
Sket Penulangan Lantai
164,579
f y
2900
<
<
26.502 300210,000 44,661.46
Ø 1 2 ‐ 1 5
0
Ø 1 2 ‐ 1 5
0
Ø 1 2 ‐ 1 5 0
fy
Rnm **211
4
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PERENCANAAN LANTAI BETON BERTULANG
TANGKI AIR KAP. 2X1M3
PARAMETER PERENCANAAN
‐ Mutu beton K 250
‐ Mutu baja : BJTP‐24 L1 : 2.5 m
f y = 2900 kg/cm2 L2 : 3 m
f u = 3900 kg/cm2
PERHITUNGAN PLAT
x
x = menerus
Lx = 2.50 m x x
Ly
Lx
x
Ly = 3.00 m
Menentukan tebal plat
h min 1 = Lx 0.4 + f y
28 700
= 250 0.4 + 390
28 700
= 8.5459 cm
h min 2 = L = 250 = 7.14 cm
35 35
Ly 3
Lx 2.5
= 1.20
h min 3 = 10 cm
h rencana = 10.00 ~ 13.0 cm
Berat sendiri = 0.13 2400 = kg/m2
Screed + 3cm y = kg/m2
Armatur + Elektrikal y = kg/m2
Instalasi Plumbing y = kg/m2
Water proofing y = kg/m2
Tangki Air 2000 ltr y = kg/m2
Wd = kg/m2
Wsuper = kg/m2
Detail design plat
Wl = 666.67 kg/m2 (
Menurut
Peraturan
Muatan
Indonesia)
q = 1.2 Wd + 1.6 Wl
= 1.2 1742.2 + 1.6 666.7
= kg/m2
Mlx = 0.001 2408.89 2.5 2
28 = kg/m2
Mly = 0.001 2408.89 2.5 2
20 = kg/m2
Mtx = 0.001 2408.89 2.5 2
64 = kg/m2
Mty = 0.001 2408.89 2.5 2
56 = kg/m2
Arah x dan y
b = 100 cm ( Lebar plat per strook 1 m)
d = 13 cm (
Tebal
plat
lantai)
Ø = 0.8 ( Koefisien reduksi)
p = 2.5 cm
d' = 10.00 cm
M max = kg m
R n =
b d 2
312
1.20 1.20
=
66
10
40
843.11
15
1299.2
1742.2
1430.2
2408.89
421.56
301.11963.56
963.56
Mn
5
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PERENCANAAN LANTAI BETON BERTULANG
TANGKI AIR KAP. 2X1M3
=
0.9 100 10.0
= 10.7
m =
0.85 f'c
=
0.85 207.5
= 16.44
= 1 *
m
= 1 * 0.0627
20.16
= 0.0031
r = 1.33
= 0.00413
min = 1.4
fy
= 1.4290
= 0.0048
As = pakai b d
= 0.00483 100 10.0
= 4.83 cm2163
Dipak ai Ø 10 ‐ 150 (untuk
2
lapis
dan
2
arah)
‐ Kontrol Plat Terhadap Deflection
f x = 5 q L4
f izin
384 E Ix
= 5 3.91E+09 1384 360
= 0.32 cm < 0.69 cm …………… OK
T=13cm
Ø10‐300
Ø10-300
Ø10‐300
Sket Penulangan Lantai
96,356
f y
2900
<
24.089 < 250210,000 18,308.33
Ø 1 0 ‐ 1 5
0
Ø 1 0 ‐ 1 5
0
Ø 1 0 ‐ 1 5 0
fy
Rnm **211
6
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4
analisastruktur
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DEFORMASI
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DIAGRAM
MOMEN LENTUR
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DIAGRAM
GAYA GESER
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TABLE: Concrete Beam Flexure Envelope
Label Story Section Location (‐) Moment (‐) Combo (+) Moment (+) Combo
tonf ‐m tonf ‐m
B3 T1‐Story3 B30/50 End‐I 2.6968 C02 1.5398 C02
B3 T1‐Story3 B30/50 Middle 0.9498 C02 7.0753 C02
B3 T1‐Story3 B30/50 End‐J 2.4522 C02 1.2261 C02
B4 T1‐Story3 B30/50 End‐I 0.6475 C06 0.4062 C03
B4 T1‐Story3 B30/50 Middle 0.1823 C04 0.7503 C02
B4 T1‐Story3 B30/50 End‐J 0.7291 C04 0.3646 C04B5 T1‐Story3 B30/50 End‐I 2.7649 C02 1.3824 C02
B5 T1‐Story3 B30/50 Middle 1.0832 C02 7.5409 C02
B5 T1‐Story3 B30/50 End‐J 2.9163 C02 1.6182 C02
B222 T1‐Story3 B25/45 End‐I 0.5691 C02 0.2846 C02
B222 T1‐Story3 B25/45 Middle 0.6326 C02 0.1904 C02
B222 T1‐Story3 B25/45 End‐J 0.7618 C02 0.3809 C02
B224 T1‐Story3 B25/50 End‐I 0.871 C02 0.4355 C02
B224 T1‐Story3 B25/50 Middle 0.7161 C02 0.2178 C02
B224 T1‐Story3 B25/50 End‐J 0.6341 C02 0.3171 C02
B225 T1‐Story3 B25/45 End‐I 0 C18 0.1313 C02
B225 T1‐Story3 B25/45 Middle 0.0554 C02 0.0554 C02
B225 T1‐Story3 B25/45 End‐J 0.2217 C02 0.1109 C02
B226 T1‐Story3 B25/50 End‐I 0.477 C02 0.2385 C02
B226 T1‐Story3 B25/50 Middle 0.2175 C02 0.1193 C02
B226 T1‐Story3 B25/50 End‐J 0.0462 C04 0.0231 C04
B227 T1‐Story3 B25/45 End‐I 0.2157 C02 0.1079 C02
B227 T1‐Story3 B25/45 Middle 0.3798 C02 0.1524 C02
B227 T1‐Story3 B25/45 End‐J 0.6096 C02 0.3048 C02
B228 T1‐Story3 B25/50 End‐I 0.9514 C02 0.4757 C02
B228 T1‐Story3 B25/50 Middle 0.6638 C02 0.2378 C02
B228 T1‐Story3 B25/50 End‐J 0.4491 C02 0.2245 C02
B229 T1‐Story3 B25/45 End‐I 0.2205 C02 0.1102 C02
B229 T1‐Story3 B25/45 Middle 0.3803 C02 0.1515 C02B229 T1‐Story3 B25/45 End‐J 0.6059 C02 0.3029 C02
B230 T1‐Story3 B25/50 End‐I 0.9654 C02 0.4827 C02
B230 T1‐Story3 B25/50 Middle 0.6817 C02 0.2413 C02
B230 T1‐Story3 B25/50 End‐J 0.471 C02 0.2355 C02
B231 T1‐Story3 B25/45 End‐I 0.2089 C02 0.1045 C02
B231 T1‐Story3 B25/45 Middle 0.3716 C02 0.15 C02
B231 T1‐Story3 B25/45 End‐J 0.6 C02 0.3 C02
B232 T1‐Story3 B25/50 End‐I 0.9778 C02 0.4889 C02
B232 T1‐Story3 B25/50 Middle 0.6896 C02 0.2444 C02
B232 T1‐Story3 B25/50 End‐J 0.4745 C02 0.2372 C02
B233 T1‐Story3 B25/45 End‐I 0 C18 0.2718 C02
B233 T1‐Story3 B25/45 Middle 0.0679 C02 0.1362 C02B233 T1‐Story3 B25/45 End‐J 0.0769 C03 0.0385 C03
B234 T1‐Story3 B25/50 End‐I 0.4163 C02 0.2082 C02
B234 T1‐Story3 B25/50 Middle 0.1599 C02 0.1041 C02
B234 T1‐Story3 B25/50 End‐J 0.0139 C13 0.0429 C04
B235 T1‐Story3 B25/45 End‐I 0.5275 C02 0.2637 C02
B235 T1‐Story3 B25/45 Middle 0.5737 C02 0.1714 C02
B235 T1‐Story3 B25/45 End‐J 0.6855 C02 0.3428 C02
B236 T1‐Story3 B25/50 End‐I 0.8109 C02 0.4055 C02
B236 T1‐Story3 B25/50 Middle 0.6696 C02 0.2027 C02
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B236 T1‐Story3 B25/50 End‐J 0.6013 C02 0.3007 C02
B237 T1‐Story3 B25/40 End‐I 0.3822 C02 0.3822 C02
B237 T1‐Story3 B25/40 Middle 0.3822 C02 1.4624 C02
B237 T1‐Story3 B25/40 End‐J 0.3822 C02 1.5789 C02
B238 T1‐Story3 B25/40 End‐I 0.1942 C02 0.0971 C02
B238 T1‐Story3 B25/40 Middle 0.1008 C02 0.1977 C02
B238 T1‐Story3 B25/40 End‐J 0.1011 C10 0.0883 C02
B239 T1‐Story3 B25/40 End‐I 0.1988 C02 0.0994 C02
B239 T1‐Story3 B25/40 Middle 0.1159 C02 0.1411 C02B239 T1‐Story3 B25/40 End‐J 0.1948 C02 0.0974 C02
B240 T1‐Story3 B25/40 End‐I 0.1861 C02 0.0931 C02
B240 T1‐Story3 B25/40 Middle 0.1229 C02 0.1472 C02
B240 T1‐Story3 B25/40 End‐J 0.2104 C02 0.1052 C02
B241 T1‐Story3 B25/40 End‐I 0.0787 C04 0.1347 C02
B241 T1‐Story3 B25/40 Middle 0.1171 C02 0.2358 C02
B241 T1‐Story3 B25/40 End‐J 0.2045 C02 0.1022 C02
B242 T1‐Story3 B25/40 End‐I 0.3318 C02 1.3917 C02
B242 T1‐Story3 B25/40 Middle 0.3318 C02 1.3045 C02
B242 T1‐Story3 B25/40 End‐J 0.3318 C02 0.3318 C02
B243 T1‐Story3 B25/40 End‐I 0.3718 C02 0.3718 C02
B243 T1‐Story3 B25/40 Middle 0.3718 C02 1.4441 C02
B243 T1‐Story3 B25/40 End‐J 0.3718 C02 1.5448 C02
B244 T1‐Story3 B25/40 End‐I 0.2076 C02 0.1038 C02
B244 T1‐Story3 B25/40 Middle 0.103 C02 0.1541 C02
B244 T1‐Story3 B25/40 End‐J 0.1159 C09 0.0854 C02
B245 T1‐Story3 B25/40 End‐I 0.2065 C02 0.1032 C02
B245 T1‐Story3 B25/40 Middle 0.108 C02 0.1101 C02
B245 T1‐Story3 B25/40 End‐J 0.1954 C02 0.0977 C02
B246 T1‐Story3 B25/40 End‐I 0.2124 C02 0.1062 C02
B246 T1‐Story3 B25/40 Middle 0.1225 C02 0.1088 C02
B246 T1‐Story3 B25/40 End‐J 0.2104 C02 0.1052 C02
B247 T1‐Story3 B25/40 End‐I 0.0956 C06 0.1247 C02B247 T1‐Story3 B25/40 Middle 0.1116 C02 0.1983 C02
B247 T1‐Story3 B25/40 End‐J 0.2066 C02 0.1033 C02
B248 T1‐Story3 B25/40 End‐I 0.3363 C02 1.4128 C02
B248 T1‐Story3 B25/40 Middle 0.3363 C02 1.3321 C02
B248 T1‐Story3 B25/40 End‐J 0.3363 C02 0.3363 C02
B117 T1‐Story3 B20/40 End‐I 0.9745 C02 0.4872 C02
B117 T1‐Story3 B20/40 Middle 1.1026 C02 0.3193 C02
B117 T1‐Story3 B20/40 End‐J 1.2774 C02 0.6387 C02
B118 T1‐Story3 B20/40 End‐I 1.1151 C02 0.5576 C02
B118 T1‐Story3 B20/40 Middle 0.9466 C02 0.2788 C02
B118 T1‐Story3 B20/40 End‐J 0.8248 C02 0.4124 C02
B119 T1‐Story3 B20/40 End‐I 0.7952 C02 0.3976 C02B119 T1‐Story3 B20/40 Middle 0.9213 C02 0.2735 C02
B119 T1‐Story3 B20/40 End‐J 1.0941 C02 0.547 C02
B120 T1‐Story3 B20/40 End‐I 0.9148 C02 0.4574 C02
B120 T1‐Story3 B20/40 Middle 0.75 C02 0.2287 C02
B120 T1‐Story3 B20/40 End‐J 0.632 C02 0.316 C02
B121 T1‐Story3 B20/40 End‐I 0.8664 C02 0.4332 C02
B121 T1‐Story3 B20/40 Middle 0.9854 C02 0.2878 C02
B121 T1‐Story3 B20/40 End‐J 1.1511 C02 0.5755 C02
B122 T1‐Story3 B20/40 End‐I 0.9268 C02 0.4634 C02
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B122 T1‐Story3 B20/40 Middle 0.7713 C02 0.2317 C02
B122 T1‐Story3 B20/40 End‐J 0.6625 C02 0.3312 C02
B123 T1‐Story3 B20/40 End‐I 0.88 C02 0.44 C02
B123 T1‐Story3 B20/40 Middle 0.9992 C02 0.2913 C02
B123 T1‐Story3 B20/40 End‐J 1.1651 C02 0.5825 C02
B124 T1‐Story3 B20/40 End‐I 0.9247 C02 0.4624 C02
B124 T1‐Story3 B20/40 Middle 0.77 C02 0.2312 C02
B124 T1‐Story3 B20/40 End‐J 0.662 C02 0.331 C02
B125 T1‐Story3 B20/40 End‐I 0.832 C02 0.416 C02B125 T1‐Story3 B20/40 Middle 0.9618 C02 0.2846 C02
B125 T1‐Story3 B20/40 End‐J 1.1384 C02 0.5692 C02
B126 T1‐Story3 B20/40 End‐I 0.897 C02 0.4485 C02
B126 T1‐Story3 B20/40 Middle 0.7314 C02 0.2242 C02
B126 T1‐Story3 B20/40 End‐J 0.6126 C02 0.3063 C02
B127 T1‐Story3 B20/40 End‐I 1.1274 C02 0.5637 C02
B127 T1‐Story3 B20/40 Middle 1.2612 C02 0.3604 C02
B127 T1‐Story3 B20/40 End‐J 1.4417 C02 0.7209 C02
B128 T1‐Story3 B20/40 End‐I 1.2223 C02 0.6111 C02
B128 T1‐Story3 B20/40 Middle 1.0498 C02 0.3056 C02
B128 T1‐Story3 B20/40 End‐J 0.9239 C02 0.462 C02
B203 T1‐Story3 B20/35 End‐I 0.1269 C02 0.5507 C02
B203 T1‐Story3 B20/35 Middle 0.2296 C02 0.4858 C02
B203 T1‐Story3 B20/35 End‐J 0.1269 C02 0.5129 C02
B204 T1‐Story3 B20/35 End‐I 0.0867 C02 0.4055 C02
B204 T1‐Story3 B20/35 Middle 0.1908 C02 0.3592 C02
B204 T1‐Story3 B20/35 End‐J 0.0867 C02 0.1954 C02
B205 T1‐Story3 B20/35 End‐I 0.0363 C02 0.2054 C02
B205 T1‐Story3 B20/35 Middle 0.2446 C02 0.1599 C02
B205 T1‐Story3 B20/35 End‐J 0.0363 C02 0.1914 C02
B206 T1‐Story3 B20/35 End‐I 0.0369 C02 0.1971 C02
B206 T1‐Story3 B20/35 Middle 0.2523 C02 0.1622 C02
B206 T1‐Story3 B20/35 End‐J 0.0369 C02 0.2078 C02B207 T1‐Story3 B20/35 End‐I 0.0994 C02 0.2033 C02
B207 T1‐Story3 B20/35 Middle 0.2155 C02 0.4075 C02
B207 T1‐Story3 B20/35 End‐J 0.0994 C02 0.4547 C02
B208 T1‐Story3 B20/35 End‐I 0.154 C02 0.592 C02
B208 T1‐Story3 B20/35 Middle 0.3211 C02 0.5812 C02
B208 T1‐Story3 B20/35 End‐J 0.154 C02 0.6548 C02
B214 T1‐Story3 B20/35 End‐I 0.1202 C02 0.5265 C02
B214 T1‐Story3 B20/35 Middle 0.1218 C06 0.4785 C02
B214 T1‐Story3 B20/35 End‐J 0.1202 C02 0.4169 C02
B221 T1‐Story3 B20/35 End‐I 0.0576 C02 0.2975 C02
B221 T1‐Story3 B20/35 Middle 0.0747 C02 0.2554 C02
B221 T1‐Story3 B20/35 End‐J 0.0576 C02 0.0637 C02B223 T1‐Story3 B20/35 End‐I 0.0326 C04 0.0674 C02
B223 T1‐Story3 B20/35 Middle 0.1117 C02 0.0269 C02
B223 T1‐Story3 B20/35 End‐J 0.0387 C03 0.0555 C02
B249 T1‐Story3 B20/35 End‐I 0.0379 C04 0.058 C02
B249 T1‐Story3 B20/35 Middle 0.1015 C02 0.023 C02
B249 T1‐Story3 B20/35 End‐J 0.0304 C03 0.0634 C02
B250 T1‐Story3 B20/35 End‐I 0.0567 C02 0.0567 C02
B250 T1‐Story3 B20/35 Middle 0.0779 C06 0.2531 C02
B250 T1‐Story3 B20/35 End‐J 0.0567 C02 0.2948 C02
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B251 T1‐Story3 B20/35 End‐I 0.1402 C02 0.4435 C02
B251 T1‐Story3 B20/35 Middle 0.1794 C02 0.5362 C02
B251 T1‐Story3 B20/35 End‐J 0.1402 C02 0.603 C02
B103 T1‐Story2 B30/50 End‐I 0.5307 C03 2.942 C02
B103 T1‐Story2 B30/50 Middle 0.5307 C03 3.838 C02
B103 T1‐Story2 B30/50 End‐J 1.9338 C07 0.9669 C07
B104 T1‐Story2 B30/50 End‐I 1.3649 C10 0.6824 C10
B104 T1‐Story2 B30/50 Middle 0.3412 C10 0.6154 C10
B104 T1‐Story2 B30/50 End‐J 1.0486 C07 0.5243 C07B105 T1‐Story2 B30/50 End‐I 1.1297 C10 0.5649 C10
B105 T1‐Story2 B30/50 Middle 0.2824 C10 0.5745 C10
B105 T1‐Story2 B30/50 End‐J 1.0822 C07 0.5411 C07
B106 T1‐Story2 B30/50 End‐I 1.1369 C10 0.5685 C10
B106 T1‐Story2 B30/50 Middle 0.2842 C10 0.6217 C10
B106 T1‐Story2 B30/50 End‐J 1.0493 C07 0.5246 C07
B107 T1‐Story2 B30/50 End‐I 1.1052 C10 0.5526 C10
B107 T1‐Story2 B30/50 Middle 0.3583 C07 0.5874 C07
B107 T1‐Story2 B30/50 End‐J 1.4334 C07 0.7167 C07
B108 T1‐Story2 B30/50 End‐I 2.2839 C10 1.142 C10
B108 T1‐Story2 B30/50 Middle 0.7663 C10 4.8263 C02
B108 T1‐Story2 B30/50 End‐J 0.6657 C10 3.726 C02
B152 T1‐Story2 B30/50 End‐I 0.4981 C08 2.5786 C02
B152 T1‐Story2 B30/50 Middle 0.4981 C08 3.4944 C02
B152 T1‐Story2 B30/50 End‐J 1.9925 C08 0.9963 C08
B153 T1‐Story2 B30/50 End‐I 1.1906 C09 0.5953 C09
B153 T1‐Story2 B30/50 Middle 0.2976 C09 0.568 C09
B153 T1‐Story2 B30/50 End‐J 1.1606 C08 0.5803 C08
B154 T1‐Story2 B30/50 End‐I 1.0967 C09 0.5484 C09
B154 T1‐Story2 B30/50 Middle 0.2861 C08 0.5913 C08
B154 T1‐Story2 B30/50 End‐J 1.1445 C08 0.5723 C08
B155 T1‐Story2 B30/50 End‐I 1.0709 C09 0.5354 C09
B155 T1‐Story2 B30/50 Middle 0.286 C08 0.6032 C08B155 T1‐Story2 B30/50 End‐J 1.1439 C08 0.5719 C08
B156 T1‐Story2 B30/50 End‐I 1.0446 C09 0.5581 C08
B156 T1‐Story2 B30/50 Middle 0.3709 C08 0.652 C08
B156 T1‐Story2 B30/50 End‐J 1.4836 C08 0.7418 C08
B157 T1‐Story2 B30/50 End‐I 2.2293 C09 1.1147 C09
B157 T1‐Story2 B30/50 Middle 0.7494 C09 4.6966 C02
B157 T1‐Story2 B30/50 End‐J 0.6556 C09 3.6311 C02
B209 T1‐Story2 B30/50 End‐I 0.8242 C03 3.3456 C03
B209 T1‐Story2 B30/50 Middle 1.4421 C04 3.153 C02
B209 T1‐Story2 B30/50 End‐J 2.12 C03 1.06 C03
B210 T1‐Story2 B30/50 End‐I 1.2271 C05 1.0348 C04
B210 T1‐Story2 B30/50 Middle 0.4435 C12 1.0336 C03B210 T1‐Story2 B30/50 End‐J 1.5131 C03 0.7566 C03
B211 T1‐Story2 B30/50 End‐I 1.4149 C05 0.7758 C03
B211 T1‐Story2 B30/50 Middle 0.366 C14 0.835 C05
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B189 T1‐Story2 B25/50 Middle 3.9012 C02 1.1289 C02
B189 T1‐Story2 B25/50 End‐J 1.1289 C02 1.1289 C02
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B113 T1‐Story1 B30/50 Middle 0.5878 C18 0.7847 C07
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B114 T1‐Story1 B30/50 End‐I 1.3015 C09 0.9177 C16B114 T1‐Story1 B30/50 Middle 0.5834 C10 0.8142 C09
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B146 T1‐Story1 B30/50 End‐J 1.3921 C08 0.8 C17
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B149 T1‐Story1 B30/50 End‐I 1.2161 C10 1.0196 C07
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B150 T1‐Story1 B30/50 End‐I 1.354 C10 0.8007 C15
B150 T1‐Story1 B30/50 Middle 1.081 C10 2.1543 C02
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B160 T1‐Story1 B30/50 Middle 1.381 C02 5.1422 C02
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B161 T1‐Story1 B30/50 End‐I 3.6556 C02 6.0573 C02
B161 T1‐Story1 B30/50 Middle 0.9497 C04 6.0466 C02
B161 T1‐Story1 B30/50 End‐J 2.2322 C02 1.1161 C02
B162 T1‐Story1 B30/50 End‐I 0.812 C05 0.6533 C04
B162 T1‐Story1 B30/50 Middle 0.3439 C11 0.6772 C06
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B163 T1‐Story1 B30/50 End‐I 2.3239 C02 1.162 C02
B163 T1‐Story1 B30/50 Middle 1.0471 C06 5.8694 C02
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B217 T1‐Story1 B25/50 End‐I 2.7845 C10 1.3922 C10
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B217 T1‐Story1 B25/50 End‐J 1.2531 C07 1.1628 C10
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B218 T1‐Story1 B25/50 End‐J 1.1913 C08 1.2 C09
B219 T1‐Story1 B25/50 End‐I 4.8396 C02 2.9156 C02
B219 T1‐Story1 B25/50 Middle 1.2099 C02 3.9388 C02
B219 T1‐Story1 B25/50 End‐J 1.7437 C08 3.4669 C02B220 T1‐Story1 B25/50 End‐I 4.2101 C02 3.592 C02
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B143 T1‐Story1 B25/50 End‐I 1.8903 C02 0.9451 C02
B143 T1‐Story1 B25/50 Middle 1.6134 C02 0.4726 C02
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B144 T1‐Story1 B25/50 End‐J 1.2491 C02 0.6245 C02
B158 T1‐Story1 B25/50 End‐I 2.1702 C02 1.0851 C02
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B159 T1‐Story1 B25/50 End‐I 0.9455 C02 0.4727 C02
B159 T1‐Story1 B25/50 Middle 0.689 C02 0.6395 C11B159 T1‐Story1 B25/50 End‐J 0.4185 C02 0.6293 C11
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B191 T1‐Story1 B30/50 Middle 1.5734 C14 1.9502 C03
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B129 T1‐Story1 B25/50 Middle 1.1741 C02 3.2142 C02
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B130 T1‐Story1 B25/50 Middle 1.1652 C02 3.0366 C02
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B131 T1‐Story1 B25/45 End‐J 2.0575 C02 1.0288 C02
B132 T1‐Story1 B25/45 End‐I 0.0872 C17 2.4514 C02
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B132 T1‐Story1 B25/45 End‐J 0.1157 C08 2.2793 C02
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B134 T1‐Story1 B25/45 Middle 0.0455 C02 3.4807 C02
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B109 T1‐Story1 B20/35 Middle 0.8174 C14 1.0328 C03
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B202 T1‐Story1 B20/40 Middle 0.9368 C10 0.4164 C10
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B254 T1‐Story1 B20/40 Middle 1.1943 C12 1.4568 C05
B254 T1‐Story1 B20/40 End‐J 2.3419 C12 2.5867 C14
B255 T1‐Story1 B20/40 End‐I 1.6654 C10 0.8327 C10
B255 T1‐Story1 B20/40 Middle 0.9368 C10 0.4164 C10
B255 T1‐Story1 B20/40 End‐J 0.4164 C10 0.4164 C10
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B31 T1‐Story1 B30/45 End‐J 0 C18 0.4986 C02
B33 T1‐Story1 B30/45 End‐I 0 C18 2.4336 C02
B34 T1‐Story1 B30/45 End‐J 0 C18 2.3919 C02
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B36 T1‐Story1 B30/45 End‐I 0 C18 2.7556 C02
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B39 T1‐Story1 B30/45 End‐I 0 C18 2.4918 C02
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B42 T1‐Story1 B30/45 End‐J 0 C18 2.6438 C02
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B45 T1‐Story1 B30/45 End‐I 0 C18 2.5824 C02
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B46 T1‐Story1 B30/45 End‐J 0 C18 2.284 C02
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B48 T1‐Story1 B30/45 End‐J 0 C18 2.5695 C02
B49 T1‐Story1 B30/45 End‐J 0 C18 1.9528 C02
B50 T1‐Story1 B30/45 End‐I 0 C18 2.4027 C02
B51 T1‐Story1 B30/45 End‐I 0 C18 5.4334 C02
B51 T1‐Story1 B30/45 End‐J 0 C18 2.8625 C02
B52 T1‐Story1 B30/45 End‐J 0 C18 5.2278 C02
B67 T1‐Story1 B30/45 End‐I 0 C18 2.8519 C02
B68 T1‐Story1 B30/45 End‐J 0 C18 2.8974 C02
B73 T1‐Story1 B30/45 End‐I 0 C18 0.9402 C02
B76 T1‐Story1 B30/45 End‐I 0 C18 0.8367 C02
B79 T1‐Story1 B30/45 End‐I 0 C18 0.8327 C02
B80 T1‐Story1 B30/45 End‐J 0 C18 1.0239 C02
B81 T1‐Story1 B30/45 End‐J 0 C18 0.4916 C02
B83 T1‐Story1 B30/45 End‐I 0 C18 2.4416 C02
B84 T1‐Story1 B30/45 End‐J 0 C18 2.3876 C02
B85 T1‐Story1 B30/45 End‐I 0 C18 4.1098 C02
B86 T1‐Story1 B30/45 End‐I 0 C18 2.7312 C02
B86 T1‐Story1 B30/45 End‐J 0 C18 4.2692 C02B87 T1‐Story1 B30/45 End‐J 0 C18 2.2599 C02
B88 T1‐Story1 B30/45 End‐I 0 C18 1.869 C02
B89 T1‐Story1 B30/45 End‐I 0 C18 2.4731 C02
B89 T1‐Story1 B30/45 End‐J 0 C18 2.1871 C02
B90 T1‐Story1 B30/45 End‐J 0 C18 2.1985 C02
B91 T1‐Story1 B30/45 End‐I 0 C18 2.3968 C02
B92 T1‐Story1 B30/45 End‐I 0 C18 2.57 C02
B92 T1‐Story1 B30/45 End‐J 0 C18 2.6757 C02
B93 T1‐Story1 B30/45 End‐J 0 C18 2.253 C02
B94 T1‐Story1 B30/45 End‐I 0 C18 2.3201 C02
B95 T1‐Story1 B30/45 End‐I 0 C18 2.6565 C02
B95 T1‐Story1 B30/45 End‐J 0 C18 2.9441 C02B96 T1‐Story1 B30/45 End‐J 0 C18 2.3793 C02
B98 T1‐Story1 B30/45 End‐I 0 C18 2.2687 C02
B98 T1‐Story1 B30/45 End‐J 0 C18 2.4993 C02
B99 T1‐Story1 B30/45 End‐J 0 C18 2.0215 C02
B101 T1‐Story1 B30/45 End‐I 0 C18 5.3707 C02
B101 T1‐Story1 B30/45 End‐J 0 C18 2.8283 C02
B102 T1‐Story1 B30/45 End‐J 0 C18 5.2109 C02
B100 T1‐Story1 B30/45 End‐I 0.0084 C16 2.3277 C02
B78 T1‐Story1 B30/45 End‐J 0.0099 C17 0.8354 C02
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B28 T1‐Story1 B30/45 End‐J 0.0191 C18 0.7958 C02
B80 T1‐Story1 B30/45 End‐I 0.0283 C14 0.7768 C02
B30 T1‐Story1 B30/45 End‐I 0.031 C12 0.7593 C02
B22 T1‐Story1 B30/45 End‐J 0.0325 C14 0.6873 C02
B72 T1‐Story1 B30/45 End‐J 0.0349 C12 0.6713 C02
B52 T1‐Story1 B30/45 End‐I 0.0437 C15 0.2929 C02
B84 T1‐Story1 B30/45 End‐I 0.0471 C13 0.1116 C04
B34 T1‐Story1 B30/45 End‐I 0.0495 C11 0.1087 C06
B102 T1‐Story1 B30/45 End‐I 0.0554 C16 0.2713 C02B25 T1‐Story1 B30/45 End‐J 0.0596 C14 0.7955 C02
B75 T1‐Story1 B30/45 End‐J 0.0597 C12 0.7821 C02
B19 T1‐Story1 B30/45 End‐J 0.0633 C14 0.6071 C02
B69 T1‐Story1 B30/45 End‐J 0.0659 C12 0.5907 C02
B1 T1‐Story1 B30/45 End‐J 0.067 C16 2.0229 C02
B47 T1‐Story1 B30/45 End‐I 0.087 C15 2.2877 C02
B83 T1‐Story1 B30/45 End‐J 0.1044 C17 1.4973 C02
B33 T1‐Story1 B30/45 End‐J 0.1123 C18 1.4751 C02
B77 T1‐Story1 B30/45 End‐J 0.1261 C16 1.2402 C02
B97 T1‐Story1 B30/45 End‐I 0.147 C16 2.164 C02
B67 T1‐Story1 B30/45 End‐J 0.1504 C15 1.8607 C02
B82 T1‐Story1 B30/45 End‐I 0.1698 C17 0.9876 C02
B27 T1‐Story1 B30/45 End‐J 0.17 C15 1.1068 C02
B32 T1‐Story1 B30/45 End‐I 0.1774 C18 0.9468 C02
B54 T1‐Story1 B30/45 End‐I 0.2218 C16 1.9968 C02
B80 T1‐Story1 B30/45 Middle 0.256 C02 0.9549 C02
B61 T1‐Story1 B30/45 End‐J 0.2561 C15 1.9077 C02
B30 T1‐Story1 B30/45 Middle 0.268 C02 0.9703 C02
B27 T1‐Story1 B30/45 Middle 0.2767 C02 1.1187 C02
B77 T1‐Story1 B30/45 End‐I 0.2818 C17 1.1247 C02
B71 T1‐Story1 B30/45 Middle 0.2855 C08 0.7124 C02
B21 T1‐Story1 B30/45 Middle 0.2907 C07 0.7122 C02
B27 T1‐Story1 B30/45 End‐I 0.2967 C18 1.0214 C02B20 T1‐Story1 B30/45 End‐I 0.3069 C11 0.3558 C06
B77 T1‐Story1 B30/45 Middle 0.31 C02 1.237 C02
B74 T1‐Story1 B30/45 Middle 0.3282 C08 1.163 C02
B24 T1‐Story1 B30/45 Middle 0.3298 C07 1.1653 C02
B68 T1‐Story1 B30/45 End‐I 0.3549 C12 1.1085 C05
B18 T1‐Story1 B30/45 End‐I 0.3576 C14 1.1357 C03
B74 T1‐Story1 B30/45 End‐J 0.3774 C16 1.2512 C09
B24 T1‐Story1 B30/45 End‐J 0.3788 C15 1.2534 C10
B65 T1‐Story1 B30/45 Middle 0.3844 C14 0.7626 C03
B58 T1‐Story1 B30/45 Middle 0.4156 C11 0.7437 C06
B29 T1‐Story1 B30/45 Middle 0.4463 C06 0.3497 C02
B79 T1‐Story1 B30/45 Middle 0.465 C04 0.3651 C02B26 T1‐Story1 B30/45 Middle 0.5139 C08 0.3998 C02
B76 T1‐Story1 B30/45 Middle 0.5245 C07 0.4061 C02
B71 T1‐Story1 B30/45 End‐I 0.565 C17 1.1421 C08
B21 T1‐Story1 B30/45 End‐I 0.5668 C18 1.163 C07
B84 T1‐Story1 B30/45 Middle 0.5969 C02 1.3002 C02
B34 T1‐Story1 B30/45 Middle 0.598 C02 1.2993 C02
B74 T1‐Story1 B30/45 End‐I 0.5996 C17 1.3127 C08
B24 T1‐Story1 B30/45 End‐I 0.603 C18 1.3193 C07
B33 T1‐Story1 B30/45 Middle 0.6084 C02 2.0089 C02
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B83 T1‐Story1 B30/45 Middle 0.6104 C02 2.024 C02
B89 T1‐Story1 B30/45 Middle 0.6183 C02 2.4797 C02
B66 T1‐Story1 B30/45 Middle 0.622 C18 0.976 C07
B39 T1‐Story1 B30/45 Middle 0.6229 C02 2.4952 C02
B98 T1‐Story1 B30/45 Middle 0.6248 C02 2.5337 C02
B59 T1‐Story1 B30/45 Middle 0.6304 C17 0.9379 C08
B48 T1‐Story1 B30/45 Middle 0.6424 C02 2.5626 C02
B45 T1‐Story1 B30/45 Middle 0.6484 C02 2.7375 C02
B42 T1‐Story1 B30/45 Middle 0.6609 C02 2.7595 C02B92 T1‐Story1 B30/45 Middle 0.6689 C02 2.7725 C02
B71 T1‐Story1 B30/45 End‐J 0.6749 C16 0.9821 C09
B21 T1‐Story1 B30/45 End‐J 0.6911 C15 0.9777 C10
B67 T1‐Story1 B30/45 Middle 0.713 C02 2.4109 C02
B68 T1‐Story1 B30/45 Middle 0.7244 C02 2.0264 C02
B1 T1‐Story1 B30/45 Middle 0.7337 C02 2.5335 C02
B95 T1‐Story1 B30/45 Middle 0.736 C02 2.95 C02
B18 T1‐Story1 B30/45 Middle 0.7381 C02 2.0682 C02
B70 T1‐Story1 B30/45 End‐I 0.7772 C05 0.3886 C05
B73 T1‐Story1 B30/45 Middle 0.7829 C08 0.6224 C17
B23 T1‐Story1 B30/45 Middle 0.7841 C07 0.6254 C18
B64 T1‐Story1 B30/45 Middle 0.7877 C13 1.1677 C04
B59 T1‐Story1 B30/45 End‐I 0.8172 C16 0.7193 C09
B81 T1‐Story1 B30/45 Middle 0.8174 C02 0.55 C02
B57 T1‐Story1 B30/45 Middle 0.8189 C11 1.1549 C06
B31 T1‐Story1 B30/45 Middle 0.8359 C02 0.561 C02
B66 T1‐Story1 B30/45 End‐J 0.8447 C15 0.6974 C10
B62 T1‐Story1 B30/45 Middle 0.8608 C17 1.1511 C08
B22 T1‐Story1 B30/45 Middle 0.8722 C10 0.5674 C15
B72 T1‐Story1 B30/45 Middle 0.8797 C09 0.5427 C16
B256 T1‐Story1 B30/45 Middle 0.8829 C02 6.8679 C02
B78 T1‐Story1 B30/45 Middle 0.8977 C09 0.5391 C16
B28 T1‐Story1 B30/45 Middle 0.8992 C10 0.5179 C15B55 T1‐Story1 B30/45 Middle 0.9536 C15 1.3728 C10
B82 T1‐Story1 B30/45 Middle 0.9665 C09 0.5601 C02
B35 T1‐Story1 B30/45 Middle 0.9743 C02 0.9743 C02
B32 T1‐Story1 B30/45 Middle 0.9875 C10 0.5754 C02
B17 T1‐Story1 B30/45 Middle 0.9946 C02 4.4325 C02
B12 T1‐Story1 B30/45 Middle 1.0121 C02 4.4229 C02
B36 T1‐Story1 B30/45 Middle 1.0153 C02 3.5581 C02
B85 T1‐Story1 B30/45 Middle 1.0274 C02 1.0322 C02
B14 T1‐Story1 B30/45 Middle 1.0366 C02 5.8154 C02
B15 T1‐Story1 B30/45 Middle 1.0547 C02 5.8293 C02
B86 T1‐Story1 B30/45 Middle 1.0673 C02 3.6499 C02
B16 T1‐Story1 B30/45 Middle 1.0838 C02 5.7247 C02B91 T1‐Story1 B30/45 Middle 1.0916 C02 1.0916 C02
B41 T1‐Story1 B30/45 Middle 1.1047 C02 1.1047 C02
B25 T1‐Story1 B30/45 Middle 1.1275 C10 0.718 C15
B75 T1‐Story1 B30/45 Middle 1.1288 C09 0.7056 C16
B58 T1‐Story1 B30/45 End‐I 1.1415 C06 0.8957 C11
B65 T1‐Story1 B30/45 End‐J 1.1649 C04 0.8454 C13
B90 T1‐Story1 B30/45 Middle 1.2047 C04 1.0919 C02
B40 T1‐Story1 B30/45 Middle 1.2053 C06 1.0814 C02
B56 T1‐Story1 B30/45 Middle 1.213 C15 1.5704 C10
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B13 T1‐Story1 B30/45 Middle 1.2243 C02 5.7168 C02
B47 T1‐Story1 B30/45 Middle 1.258 C07 1.0726 C02
B94 T1‐Story1 B30/45 Middle 1.2603 C08 1.1275 C02
B63 T1‐Story1 B30/45 Middle 1.2641 C16 1.5297 C09
B44 T1‐Story1 B30/45 Middle 1.2839 C07 1.1348 C02
B102 T1‐Story1 B30/45 Middle 1.3027 C02 2.8908 C02
B52 T1‐Story1 B30/45 Middle 1.3069 C02 2.91 C02
B256 T1‐Story1 B30/45 End‐J 1.3194 C03 1.4547 C06
B65 T1‐Story1 B30/45 End‐I 1.339 C05 0.8462 C12B257 T1‐Story1 B30/45 Middle 1.3393 C13 6.8032 C02
B101 T1‐Story1 B30/45 Middle 1.3427 C02 4.2491 C02
B43 T1‐Story1 B30/45 Middle 1.3553 C10 1.1576 C02
B51 T1‐Story1 B30/45 Middle 1.3584 C02 4.2976 C02
B93 T1‐Story1 B30/45 Middle 1.3612 C09 1.1738 C02
B97 T1‐Story1 B30/45 Middle 1.3622 C08 1.1174 C02
B19 T1‐Story1 B30/45 Middle 1.3749 C02 0.8576 C02
B69 T1‐Story1 B30/45 Middle 1.3851 C02 0.8587 C02
B29 T1‐Story1 B30/45 End‐J 1.3987 C02 0.6994 C02
B58 T1‐Story1 B30/45 End‐J 1.422 C03 0.8379 C14
B46 T1‐Story1 B30/45 Middle 1.4524 C10 1.1422 C02
B79 T1‐Story1 B30/45 End‐J 1.4606 C02 0.7303 C02
B96 T1‐Story1 B30/45 Middle 1.4622 C09 1.1736 C02
B38 T1‐Story1 B30/45 Middle 1.5073 C02 1.2843 C02
B88 T1‐Story1 B30/45 Middle 1.535 C02 1.2938 C02
B37 T1‐Story1 B30/45 Middle 1.5953 C02 1.4313 C02
B26 T1‐Story1 B30/45 End‐J 1.5993 C02 0.7997 C02
B20 T1‐Story1 B30/45 Middle 1.6069 C07 0.77 C07
B76 T1‐Story1 B30/45 End‐J 1.6243 C02 0.8122 C02
B66 T1‐Story1 B30/45 End‐I 1.6275 C10 1.045 C15
B59 T1‐Story1 B30/45 End‐J 1.6599 C09 0.999 C16
B8 T1‐Story1 B30/45 Middle 1.6845 C02 7.6522 C02
B10 T1‐Story1 B30/45 Middle 1.694 C02 7.6755 C02B9 T1‐Story1 B30/45 Middle 1.7171 C02 7.9163 C02
B99 T1‐Story1 B30/45 Middle 1.729 C09 1.2507 C02
B87 T1‐Story1 B30/45 Middle 1.743 C02 1.4955 C02
B11 T1‐Story1 B30/45 Middle 1.754 C02 8.0491 C02
B7 T1‐Story1 B30/45 Middle 1.7622 C02 8.0343 C02
B49 T1‐Story1 B30/45 Middle 1.7801 C10 1.2971 C02
B57 T1‐Story1 B30/45 End‐I 1.8019 C06 1.4613 C11
B64 T1‐Story1 B30/45 End‐J 1.8221 C04 1.4096 C13
B4 T1‐Story1 B30/45 Middle 1.8772 C02 8.0117 C02
B17 T1‐Story1 B30/45 End‐I 1.9672 C10 2.8702 C02
B12 T1‐Story1 B30/45 End‐I 1.9927 C09 2.8658 C02
B28 T1‐Story1 B30/45 End‐I 2.0182 C10 1.0091 C10B22 T1‐Story1 B30/45 End‐I 2.0252 C10 1.0126 C10
B78 T1‐Story1 B30/45 End‐I 2.033 C09 1.0165 C09
B72 T1‐Story1 B30/45 End‐I 2.0366 C09 1.0183 C09
B73 T1‐Story1 B30/45 End‐J 2.0389 C08 1.0194 C08
B6 T1‐Story1 B30/45 Middle 2.0401 C02 8.2034 C02
B23 T1‐Story1 B30/45 End‐J 2.0407 C07 1.0204 C07
B50 T1‐Story1 B30/45 Middle 2.0435 C02 1.6815 C02
B64 T1‐Story1 B30/45 End‐I 2.0601 C05 1.6008 C12
B2 T1‐Story1 B30/45 Middle 2.0696 C02 8.2013 C02
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B100 T1‐Story1 B30/45 Middle 2.0997 C02 1.6908 C02
B57 T1‐Story1 B30/45 End‐J 2.1397 C03 1.5978 C14
B81 T1‐Story1 B30/45 End‐I 2.2 C02 1.1 C02
B82 T1‐Story1 B30/45 End‐J 2.2405 C02 1.1202 C02
B31 T1‐Story1 B30/45 End‐I 2.244 C02 1.122 C02
B5 T1‐Story1 B30/45 Middle 2.2638 C02 11.7902 C02
B3 T1‐Story1 B30/45 Middle 2.2698 C02 11.8168 C02
B32 T1‐Story1 B30/45 End‐J 2.3015 C02 1.1507 C02
B55 T1‐Story1 B30/45 End‐J 2.3373 C07 2.0347 C18B85 T1‐Story1 B30/45 End‐J 2.3446 C02 1.1723 C02
B62 T1‐Story1 B30/45 End‐J 2.3696 C09 1.8142 C16
B13 T1‐Story1 B30/45 End‐I 2.3833 C09 3.613 C02
B16 T1‐Story1 B30/45 End‐I 2.4309 C10 3.6022 C02
B55 T1‐Story1 B30/45 End‐I 2.4332 C10 1.7073 C15
B75 T1‐Story1 B30/45 End‐I 2.4539 C09 1.227 C09
B25 T1‐Story1 B30/45 End‐I 2.454 C10 1.227 C10
B63 T1‐Story1 B30/45 End‐J 2.4923 C09 2.1678 C16
B62 T1‐Story1 B30/45 End‐I 2.4949 C08 2.0116 C17
B15 T1‐Story1 B30/45 End‐I 2.555 C10 3.6539 C02
B56 T1‐Story1 B30/45 End‐I 2.5742 C10 2.0717 C15
B14 T1‐Story1 B30/45 End‐I 2.5937 C09 3.6262 C02
B257 T1‐Story1 B30/45 End‐I 2.7519 C05 1.4038 C12
B56 T1‐Story1 B30/45 End‐J 2.848 C07 2.3886 C18
B35 T1‐Story1 B30/45 End‐J 2.8588 C02 1.4294 C02
B63 T1‐Story1 B30/45 End‐I 2.9908 C08 2.3495 C17
B20 T1‐Story1 B30/45 End‐J 3.08 C07 1.54 C07
B61 T1‐Story1 B30/45 Middle 3.2156 C02 1.4717 C02
B54 T1‐Story1 B30/45 Middle 3.2802 C02 1.5071 C02
B70 T1‐Story1 B30/45 Middle 3.3353 C02 1.4954 C02
B257 T1‐Story1 B30/45 End‐J 3.4034 C02 1.7017 C02
B19 T1‐Story1 B30/45 End‐I 3.4305 C02 1.7152 C02
B69 T1‐Story1 B30/45 End‐I 3.4346 C02 1.7173 C02B256 T1‐Story1 B30/45 End‐I 3.5315 C02 1.7657 C02
B17 T1‐Story1 B30/45 End‐J 3.9785 C02 2.0011 C02
B12 T1‐Story1 B30/45 End‐J 4.0486 C02 2.0243 C02
B14 T1‐Story1 B30/45 End‐J 4.1462 C02 3.1342 C02
B15 T1‐Story1 B30/45 End‐J 4.2188 C02 3.1219 C02
B47 T1‐Story1 B30/45 End‐J 4.2905 C02 2.1452 C02
B49 T1‐Story1 B30/45 End‐I 4.2987 C10 2.5941 C02
B40 T1‐Story1 B30/45 End‐I 4.3256 C02 2.1628 C02
B16 T1‐Story1 B30/45 End‐J 4.3353 C02 2.8983 C02
B91 T1‐Story1 B30/45 End‐J 4.3664 C02 2.1832 C02
B90 T1‐Story1 B30/45 End‐I 4.3677 C02 2.1838 C02
B41 T1‐Story1 B30/45 End‐J 4.4186 C02 2.2093 C02B97 T1‐Story1 B30/45 End‐J 4.4695 C02 2.2347 C02
B94 T1‐Story1 B30/45 End‐J 4.5101 C02 2.2551 C02
B44 T1‐Story1 B30/45 End‐J 4.5394 C02 2.2697 C02
B46 T1‐Story1 B30/45 End‐I 4.569 C02 2.2845 C02
B43 T1‐Story1 B30/45 End‐I 4.6305 C02 2.3153 C02
B96 T1‐Story1 B30/45 End‐I 4.6944 C02 2.3472 C02
B93 T1‐Story1 B30/45 End‐I 4.6953 C02 2.3477 C02
B13 T1‐Story1 B30/45 End‐J 4.8973 C02 2.7632 C02
B99 T1‐Story1 B30/45 End‐I 5.0029 C02 2.5014 C02
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B38 T1‐Story1 B30/45 End‐J 5.137 C02 2.5685 C02
B88 T1‐Story1 B30/45 End‐J 5.175 C02 2.5875 C02
B37 T1‐Story1 B30/45 End‐I 5.7252 C02 2.8626 C02
B61 T1‐Story1 B30/45 End‐I 5.8869 C02 2.9435 C02
B70 T1‐Story1 B30/45 End‐J 5.9815 C02 2.9908 C02
B87 T1‐Story1 B30/45 End‐I 5.9821 C02 2.9911 C02
B54 T1‐Story1 B30/45 End‐J 6.0283 C02 3.0142 C02
B7 T1‐Story1 B30/45 End‐I 6.2632 C02 4.5576 C02
B11 T1‐Story1 B30/45 End‐J 6.2835 C02 4.4386 C02B5 T1‐Story1 B30/45 End‐J 6.5854 C02 8.1143 C02
B8 T1‐Story1 B30/45 End‐I 6.6785 C02 4.1379 C02
B10 T1‐Story1 B30/45 End‐I 6.6825 C02 4.221 C02
B3 T1‐Story1 B30/45 End‐I 6.7116 C02 8.1297 C02
B9 T1‐Story1 B30/45 End‐I 6.7206 C02 4.2728 C02
B50 T1‐Story1 B30/45 End‐J 6.7259 C02 3.3629 C02
B8 T1‐Story1 B30/45 End‐J 6.738 C02 4.2022 C02
B100 T1‐Story1 B30/45 End‐J 6.7633 C02 3.3817 C02
B10 T1‐Story1 B30/45 End‐J 6.7761 C02 4.1472 C02
B9 T1‐Story1 B30/45 End‐J 6.8683 C02 4.2462 C02
B2 T1‐Story1 B30/45 End‐I 7.0058 C02 4.6017 C02
B11 T1‐Story1 B30/45 End‐I 7.0159 C02 4.2616 C02
B7 T1‐Story1 B30/45 End‐J 7.049 C02 4.2379 C02
B6 T1‐Story1 B30/45 End‐J 7.3149 C02 4.43 C02
B4 T1‐Story1 B30/45 End‐I 7.4786 C02 4.2387 C02
B4 T1‐Story1 B30/45 End‐J 7.5088 C02 4.2307 C02
B6 T1‐Story1 B30/45 End‐I 8.1606 C02 4.2537 C02
B2 T1‐Story1 B30/45 End‐J 8.2783 C02 4.2215 C02
B5 T1‐Story1 B30/45 End‐I 9.0554 C02 5.4413 C02
B3 T1‐Story1 B30/45 End‐J 9.079 C02 4.5395 C02
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Max of (‐)
Moment
ax o +
Moment
RINGKASAN MOMEN LENTUR EXTRIM
B20/35 1.71 1.98 1.66 1.25 1.71
End‐I 1.66 1.80
End‐J 1.71 0.98 1.80 1.98 0.98
Middle 1.25 1.98
B20/40 2.34 2.59End‐I 2.34 1.34 2.34 1.26 2.34
End‐J 2.34 2.59
Middle 1.26 1.46 1.34 1.46 2.59
b25 5.58 2.79
End‐I 5.58 2.79 5.58 1.40 1.40
End‐J 1.40 1.40
Middle 4.71 1.40 2.79 4.71 1.40
B25/40 0.38 1.58
End‐I 0.38 1.41 0.38 0.38 0.38
End‐J 0.38 1.58
Middle 0.38 1.46 1.41 1.46 1.58
B25/45 2.70 3.56
End‐I 2.69 2.45 2.69 1.44 2.70
End‐J 2.70 2.28
Middle 1.44 3.56 2.45 3.56 2.28
B25 50 4.84 3.98
End‐I 4.84 3.59 4.84 3.98 4.42
End‐J 4.42 3.49
Middle 4.42 3.98 3.59 4.42 3.49
B30/45 9.08 11.82
End‐I 9.06 8.13 9.06 3.34 9.08
End‐J 9.08 8.11
. . . . .
B30/50 5.52 7.54
End‐I 4.63 6.06 4.63 2.21 5.52
End‐J 5.52 5.88
Middle 2.21 7.54 6.06 7.54 5.88
(blank) 0.00 0.00
(blank) 0.00 0.00
ran ota . .
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TABLE: Concrete Beam Shear Envelope
Label Story Section Location V V Combo
tonf
B3 T1‐Story3 B30/50 End‐I 4.56 C10
B3 T1‐Story3 B30/50 Middle 1.69 C07
B3 T1‐Story3 B30/50 End‐J 2.50 C07
B4 T1‐Story3 B30/50 End‐I 0.73 C18
B4 T1‐Story3 B30/50 Middle 0.45 C18
B4 T1‐
Story3 B30/50 End‐
J 1.05 C18B5 T1‐Story3 B30/50 End‐I 2.41 C08
B5 T1‐Story3 B30/50 Middle 4.03 C07
B5 T1‐Story3 B30/50 End‐J 4.84 C07
B222 T1‐Story3 B25/45 End‐I 2.42 C18
B222 T1‐Story3 B25/45 Middle 2.52 C18
B222 T1‐Story3 B25/45 End‐J 2.63 C18
B224 T1‐Story3 B25/50 End‐I 3.10 C10
B224 T1‐Story3 B25/50 Middle 2.88 C18
B224 T1‐Story3 B25/50 End‐J 2.76 C18
B225 T1‐Story3 B25/45 End‐I 0.89 C18
B225 T1‐Story3 B25/45 Middle 1.00 C18
B225 T1‐Story3 B25/45 End
‐J 1.11 C18
B226 T1‐Story3 B25/50 End‐I 1.51 C18
B226 T1‐Story3 B25/50 Middle 1.39 C18
B226 T1‐Story3 B25/50 End‐J 1.27 C18
B227 T1‐Story3 B25/45 End‐I 1.76 C18
B227 T1‐Story3 B25/45 Middle 1.87 C18
B227 T1‐Story3 B25/45 End‐J 1.97 C18
B228 T1‐Story3 B25/50 End‐I 3.27 C10
B228 T1‐Story3 B25/50 Middle 3.11 C10
B228 T1‐Story3 B25/50 End‐J 2.86 C18
B229 T1‐Story3 B25/45 End‐I 1.75 C18
B229 T1‐
Story3 B25/45 Middle 1.86 C18B229 T1‐Story3 B25/45 End‐J 1.97 C18
B230 T1‐Story3 B25/50 End‐I 3.32 C10
B230 T1‐Story3 B25/50 Middle 3.16 C10
B230 T1‐Story3 B25/50 End‐J 2.91 C18
B231 T1‐Story3 B25/45 End‐I 1.72 C18
B231 T1‐Story3 B25/45 Middle 1.83 C18
B231 T1‐Story3 B25/45 End‐J 1.94 C18
B232 T1‐Story3 B25/50 End‐I 3.36 C10
B232 T1‐Story3 B25/50 Middle 3.20 C10
B232 T1‐Story3 B25/50 End‐J 2.95 C18
B233 T1‐Story3 B25/45 End‐I 0.88 C18
B233 T1‐Story3 B25/45 Middle 0.98 C18
B233 T1‐Story3 B25/45 End‐J 1.09 C18
B234 T1‐Story3 B25/50 End‐I 1.42 C18
B234 T1‐Story3 B25/50 Middle 1.29 C18
B234 T1‐Story3 B25/50 End‐J 1.17 C18
B235 T1‐Story3 B25/45 End‐I 2.21 C18
B235 T1‐Story3 B25/45 Middle 2.28 C18
B235 T1‐Story3 B25/45 End‐J 2.39 C18
B236 T1‐Story3 B25/50 End‐I 2.81 C18
B236 T1‐Story3 B25/50 Middle 2.68 C18
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B236 T1‐Story3 B25/50 End‐J 2.57 C18
B237 T1‐Story3 B25/40 End‐I 0.81 C10
B237 T1‐Story3 B25/40 Middle 0.73 C18
B237 T1‐Story3 B25/40 End‐J 0.68 C18
B238 T1‐Story3 B25/40 End‐I 0.09 C18
B238 T1‐Story3 B25/40 Middle 0.20 C18
B238 T1‐Story3 B25/40 End‐J 0.30 C18
B239 T1‐Story3 B25/40 End‐I 0.10 C18
B239 T1‐
Story3 B25/40 Middle 0.21 C18B239 T1‐Story3 B25/40 End‐J 0.32 C18
B240 T1‐Story3 B25/40 End‐I 0.11 C18
B240 T1‐Story3 B25/40 Middle 0.21 C18
B240 T1‐Story3 B25/40 End‐J 0.32 C18
B241 T1‐Story3 B25/40 End‐I 0.09 C18
B241 T1‐Story3 B25/40 Middle 0.19 C18
B241 T1‐Story3 B25/40 End‐J 0.31 C18
B242 T1‐Story3 B25/40 End‐I 0.53 C18
B242 T1‐Story3 B25/40 Middle 0.70 C18
B242 T1‐Story3 B25/40 End‐J 0.75 C10
B243 T1‐Story3 B25/40 End‐I 0.54 C16
B243 T1‐Story3 B25/40 Middle 0.71 C18
B243 T1‐Story3 B25/40 End‐J 0.68 C18
B244 T1‐Story3 B25/40 End‐I 0.11 C18
B244 T1‐Story3 B25/40 Middle 0.19 C18
B244 T1‐Story3 B25/40 End‐J 0.31 C18
B245 T1‐Story3 B25/40 End‐I 0.12 C18
B245 T1‐Story3 B25/40 Middle 0.20 C18
B245 T1‐Story3 B25/40 End‐J 0.33 C18
B246 T1‐Story3 B25/40 End‐I 0.12 C18
B246 T1‐Story3 B25/40 Middle 0.21 C18
B246 T1‐Story3 B25/40 End‐J 0.34 C18
B247 T1‐
Story3 B25/40 End‐
I 0.09 C18B247 T1‐Story3 B25/40 Middle 0.18 C18
B247 T1‐Story3 B25/40 End‐J 0.32 C18
B248 T1‐Story3 B25/40 End‐I 0.53 C18
B248 T1‐Story3 B25/40 Middle 0.59 C18
B248 T1‐Story3 B25/40 End‐J 0.68 C18
B117 T1‐Story3 B20/40 End‐I 4.18 C10
B117 T1‐Story3 B20/40 Middle 4.29 C10
B117 T1‐Story3 B20/40 End‐J 4.39 C10
B118 T1‐Story3 B20/40 End‐I 3.84 C10
B118 T1‐Story3 B20/40 Middle 3.73 C10
B118 T1‐Story3 B20/40 End‐J 3.63 C10
B119 T1‐Story3 B20/40 End
‐I 3.55 C10
B119 T1‐Story3 B20/40 Middle 3.66 C10
B119 T1‐Story3 B20/40 End‐J 3.76 C10
B120 T1‐Story3 B20/40 End‐I 3.15 C10
B120 T1‐Story3 B20/40 Middle 3.05 C10
B120 T1‐Story3 B20/40 End‐J 2.94 C10
B121 T1‐Story3 B20/40 End‐I 3.75 C10
B121 T1‐Story3 B20/40 Middle 3.86 C10
B121 T1‐Story3 B20/40 End‐J 3.96 C10
B122 T1‐Story3 B20/40 End‐I 3.20 C10
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B122 T1‐Story3 B20/40 Middle 3.10 C10
B122 T1‐Story3 B20/40 End‐J 2.99 C10
B123 T1‐Story3 B20/40 End‐I 3.80 C10
B123 T1‐Story3 B20/40 Middle 3.90 C10
B123 T1‐Story3 B20/40 End‐J 4.01 C10
B124 T1‐Story3 B20/40 End‐I 3.19 C10
B124 T1‐Story3 B20/40 Middle 3.09 C10
B124 T1‐Story3 B20/40 End‐J 2.99 C10
B125 T1‐
Story3 B20/40 End‐
I 3.70 C10B125 T1‐Story3 B20/40 Middle 3.81 C10
B125 T1‐Story3 B20/40 End‐J 3.91 C10
B126 T1‐Story3 B20/40 End‐I 3.09 C10
B126 T1‐Story3 B20/40 Middle 2.99 C10
B126 T1‐Story3 B20/40 End‐J 2.88 C10
B127 T1‐Story3 B20/40 End‐I 4.74 C10
B127 T1‐Story3 B20/40 Middle 4.84 C10
B127 T1‐Story3 B20/40 End‐J 4.95 C10
B128 T1‐Story3 B20/40 End‐I 4.20 C10
B128 T1‐Story3 B20/40 Middle 4.10 C10
B128 T1‐Story3 B20/40 End‐J 3.99 C10
B203 T1‐Story3 B20/35 End
‐I 0.22 C18
B203 T1‐Story3 B20/35 Middle 0.29 C18
B203 T1‐Story3 B20/35 End‐J 0.28 C18
B204 T1‐Story3 B20/35 End‐I 0.15 C18
B204 T1‐Story3 B20/35 Middle 0.23 C18
B204 T1‐Story3 B20/35 End‐J 0.24 C18
B205 T1‐Story3 B20/35 End‐I 0.08 C18
B205 T1‐Story3 B20/35 Middle 0.16 C18
B205 T1‐Story3 B20/35 End‐J 0.17 C18
B206 T1‐Story3 B20/35 End‐I 0.08 C18
B206 T1‐Story3 B20/35 Middle 0.16 C18
B206 T1‐
Story3 B20/35 End‐
J 0.17 C18B207 T1‐Story3 B20/35 End‐I 0.17 C18
B207 T1‐Story3 B20/35 Middle 0.25 C18
B207 T1‐Story3 B20/35 End‐J 0.25 C18
B208 T1‐Story3 B20/35 End‐I 0.26 C18
B208 T1‐Story3 B20/35 Middle 0.34 C18
B208 T1‐Story3 B20/35 End‐J 0.31 C18
B214 T1‐Story3 B20/35 End‐I 0.21 C18
B214 T1‐Story3 B20/35 Middle 0.28 C18
B214 T1‐Story3 B20/35 End‐J 0.28 C18
B221 T1‐Story3 B20/35 End‐I 0.12 C18
B221 T1‐Story3 B20/35 Middle 0.20 C18
B221 T1‐Story3 B20/35 End
‐J 0.22 C18
B223 T1‐Story3 B20/35 End‐I 0.05 C18
B223 T1‐Story3 B20/35 Middle 0.12 C18
B223 T1‐Story3 B20/35 End‐J 0.14 C18
B249 T1‐Story3 B20/35 End‐I 0.05 C18
B249 T1‐Story3 B20/35 Middle 0.12 C18
B249 T1‐Story3 B20/35 End‐J 0.14 C18
B250 T1‐Story3 B20/35 End‐I 0.12 C18
B250 T1‐Story3 B20/35 Middle 0.20 C18
B250 T1‐Story3 B20/35 End‐J 0.21 C18
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B251 T1‐Story3 B20/35 End‐I 0.24 C18
B251 T1‐Story3 B20/35 Middle 0.32 C18
B251 T1‐Story3 B20/35 End‐J 0.30 C18
B103 T1‐Story2 B30/50 End‐I 1.98 C18
B103 T1‐Story2 B30/50 Middle 1.71 C18
B103 T1‐Story2 B30/50 End‐J 2.32 C18
B104 T1‐Story2 B30/50 End‐I 1.06 C18
B104 T1‐Story2 B30/50 Middle 0.71 C18
B104 T1‐
Story2 B30/50 End‐
J 1.32 C18B105 T1‐Story2 B30/50 End‐I 0.93 C18
B105 T1‐Story2 B30/50 Middle 0.63 C18
B105 T1‐Story2 B30/50 End‐J 1.24 C18
B106 T1‐Story2 B30/50 End‐I 0.93 C18
B106 T1‐Story2 B30/50 Middle 0.63 C18
B106 T1‐Story2 B30/50 End‐J 1.23 C18
B107 T1‐Story2 B30/50 End‐I 1.05 C18
B107 T1‐Story2 B30/50 Middle 0.81 C18
B107 T1‐Story2 B30/50 End‐J 1.41 C18
B108 T1‐Story2 B30/50 End‐I 2.40 C18
B108 T1‐Story2 B30/50 Middle 2.05 C17
B108 T1‐Story2 B30/50 End
‐J 2.65 C17
B152 T1‐Story2 B30/50 End‐I 1.91 C18
B152 T1‐Story2 B30/50 Middle 1.63 C18
B152 T1‐Story2 B30/50 End‐J 2.23 C18
B153 T1‐Story2 B30/50 End‐I 1.01 C18
B153 T1‐Story2 B30/50 Middle 0.69 C18
B153 T1‐Story2 B30/50 End‐J 1.29 C18
B154 T1‐Story2 B30/50 End‐I 0.94 C18
B154 T1‐Story2 B30/50 Middle 0.65 C18
B154 T1‐Story2 B30/50 End‐J 1.25 C18
B155 T1‐Story2 B30/50 End‐I 0.93 C18
B155 T1‐
Story2 B30/50 Middle 0.64 C18B155 T1‐Story2 B30/50 End‐J 1.25 C18
B156 T1‐Story2 B30/50 End‐I 1.05 C18
B156 T1‐Story2 B30/50 Middle 0.82 C18
B156 T1‐Story2 B30/50 End‐J 1.43 C18
B157 T1‐Story2 B30/50 End‐I 2.34 C18
B157 T1‐Story2 B30/50 Middle 2.00 C18
B157 T1‐Story2 B30/50 End‐J 2.60 C18
B209 T1‐Story2 B30/50 End‐I 2.25 C18
B209 T1‐Story2 B30/50 Middle 2.04 C18
B209 T1‐Story2 B30/50 End‐J 2.44 C18
B210 T1‐Story2 B30/50 End‐I 1.04 C18
B210 T1‐Story2 B30/50 Middle 0.88 C18
B210 T1‐Story2 B30/50 End‐J 1.30 C18
B211 T1‐Story2 B30/50 End‐I 0.98 C18
B211 T1‐Story2 B30/50 Middle 0.82 C18
B211 T1‐Story2 B30/50 End‐J 1.22 C18
B212 T1‐Story2 B30/50 End‐I 1.05 C18
B212 T1‐Story2 B30/50 Middle 0.89 C18
B212 T1‐Story2 B30/50 End‐J 1.29 C18
B213 T1‐Story2 B30/50 End‐I 2.13 C18
B213 T1‐Story2 B30/50 Middle 2.10 C18
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B213 T1‐Story2 B30/50 End‐J 2.23 C18
B174 T1‐Story2 b25 End‐I 5.79 C10
B174 T1‐Story2 b25 Middle 5.54 C10
B174 T1‐Story2 b25 End‐J 5.16 C10
B175 T1‐Story2 b25 End‐I 4.81 C10
B175 T1‐Story2 b25 Middle 4.60 C10
B175 T1‐Story2 b25 End‐J 4.40 C10
B176 T1‐Story2 b25 End‐I 5.79 C10
B176 T1‐
Story2 b25 Middle 5.54 C10B176 T1‐Story2 b25 End‐J 5.18 C10
B177 T1‐Story2 b25 End‐I 5.80 C10
B177 T1‐Story2 b25 Middle 5.55 C10
B177 T1‐Story2 b25 End‐J 5.17 C10
B178 T1‐Story2 b25 End‐I 5.86 C10
B178 T1‐Story2 b25 Middle 5.61 C10
B178 T1‐Story2 b25 End‐J 5.25 C10
B179 T1‐Story2 b25 End‐I 4.82 C10
B179 T1‐Story2 b25 Middle 4.62 C10
B179 T1‐Story2 b25 End‐J 4.41 C10
B180 T1‐Story2 B20/35 End‐I 0.25 C18
B180 T1‐Story2 B20/35 Middle 0.33 C18
B180 T1‐Story2 B20/35 End‐J 0.33 C18
B181 T1‐Story2 B25/50 End‐I 5.43 C10
B181 T1‐Story2 B25/50 Middle 5.17 C10
B181 T1‐Story2 B25/50 End‐J 4.85 C10
B182 T1‐Story2 B20/35 End‐I 0.12 C18
B182 T1‐Story2 B20/35 Middle 0.19 C18
B182 T1‐Story2 B20/35 End‐J 0.21 C18
B183 T1‐Story2 B25/50 End‐I 5.46 C10
B183 T1‐Story2 B25/50 Middle 5.21 C10
B183 T1‐Story2 B25/50 End‐J 4.89 C10
B184 T1‐
Story2 B20/35 End‐
I 0.12 C18B184 T1‐Story2 B20/35 Middle 0.19 C18
B184 T1‐Story2 B20/35 End‐J 0.20 C18
B185 T1‐Story2 B25/50 End‐I 5.45 C10
B185 T1‐Story2 B25/50 Middle 5.20 C10
B185 T1‐Story2 B25/50 End‐J 4.89 C10
B186 T1‐Story2 B20/35 End‐I 0.12 C18
B186 T1‐Story2 B20/35 Middle 0.20 C18
B186 T1‐Story2 B20/35 End‐J 0.21 C18
B187 T1‐Story2 B25/50 End‐I 5.46 C10
B187 T1‐Story2 B25/50 Middle 5.20 C10
B187 T1‐Story2 B25/50 End‐J 4.89 C10
B188 T1‐Story2 B20/35 End
‐I 0.26 C18
B188 T1‐Story2 B20/35 Middle 0.33 C18
B188 T1‐Story2 B20/35 End‐J 0.34 C18
B189 T1‐Story2 B25/50 End‐I 5.41 C10
B189 T1‐Story2 B25/50 Middle 5.16 C10
B189 T1‐Story2 B25/50 End‐J 4.83 C10
B2 T1‐Story1 B30/45 End‐I 5.76 C18
B2 T1‐Story1 B30/45 Middle 4.62 C18
B2 T1‐Story1 B30/45 End‐J 5.89 C18
B3 T1‐Story1 B30/45 End‐I 4.84 C18
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B3 T1‐Story1 B30/45 Middle 5.56 C18
B3 T1‐Story1 B30/45 End‐J 6.73 C18
B4 T1‐Story1 B30/45 End‐I 5.65 C18
B4 T1‐Story1 B30/45 Middle 4.41 C18
B4 T1‐Story1 B30/45 End‐J 5.66 C18
B5 T1‐Story1 B30/45 End‐I 6.69 C18
B5 T1‐Story1 B30/45 Middle 5.52 C18
B5 T1‐Story1 B30/45 End‐J 4.77 C18
B6 T1‐
Story1 B30/45 End‐
I 5.89 C18B6 T1‐Story1 B30/45 Middle 4.62 C18
B6 T1‐Story1 B30/45 End‐J 5.83 C18
B7 T1‐Story1 B30/45 End‐I 5.19 C18
B7 T1‐Story1 B30/45 Middle 4.09 C18
B7 T1‐Story1 B30/45 End‐J 5.26 C18
B8 T1‐Story1 B30/45 End‐I 5.15 C18
B8 T1‐Story1 B30/45 Middle 3.98 C18
B8 T1‐Story1 B30/45 End‐J 5.18 C18
B9 T1‐Story1 B30/45 End‐I 5.24 C18
B9 T1‐Story1 B30/45 Middle 4.07 C18
B9 T1‐Story1 B30/45 End‐J 5.26 C18
B10 T1‐Story1 B30/45 End
‐I 5.19 C18
B10 T1‐Story1 B30/45 Middle 4.00 C18
B10 T1‐Story1 B30/45 End‐J 5.19 C18
B11 T1‐Story1 B30/45 End‐I 5.26 C18
B11 T1‐Story1 B30/45 Middle 4.08 C18
B11 T1‐Story1 B30/45 End‐J 5.18 C18
B12 T1‐Story1 B30/45 End‐I 4.37 C18
B12 T1‐Story1 B30/45 Middle 4.60 C18
B12 T1‐Story1 B30/45 End‐J 4.93 C18
B13 T1‐Story1 B30/45 End‐I 4.95 C18
B13 T1‐Story1 B30/45 Middle 5.28 C18
B13 T1‐
Story1 B30/45 End‐
J 5.61 C18B14 T1‐Story1 B30/45 End‐I 5.02 C18
B14 T1‐Story1 B30/45 Middle 5.18 C18
B14 T1‐Story1 B30/45 End‐J 5.51 C18
B15 T1‐Story1 B30/45 End‐I 5.07 C18
B15 T1‐Story1 B30/45 Middle 5.27 C18
B15 T1‐Story1 B30/45 End‐J 5.60 C18
B16 T1‐Story1 B30/45 End‐I 4.97 C18
B16 T1‐Story1 B30/45 Middle 5.18 C18
B16 T1‐Story1 B30/45 End‐J 5.51 C18
B17 T1‐Story1 B30/45 End‐I 4.32 C18
B17 T1‐Story1 B30/45 Middle 4.53 C18
B17 T1‐Story1 B30/45 End
‐J 4.86 C18
B1 T1‐Story1 B30/45 End‐I 6.02 C10
B1 T1‐Story1 B30/45 Middle 6.23 C10
B1 T1‐Story1 B30/45 End‐J 6.43 C10
B18 T1‐Story1 B30/45 End‐I 7.48 C10
B18 T1‐Story1 B30/45 Middle 7.27 C10
B18 T1‐Story1 B30/45 End‐J 7.07 C10
B19 T1‐Story1 B30/45 End‐I 11.91 C10
B19 T1‐Story1 B30/45 Middle 11.75 C10
B19 T1‐Story1 B30/45 End‐J 11.58 C10
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B20 T1‐Story1 B30/45 End‐I 9.52 C10
B20 T1‐Story1 B30/45 Middle 9.68 C10
B20 T1‐Story1 B30/45 End‐J 9.85 C10
B21 T1‐Story1 B30/45 End‐I 3.66 C18
B21 T1‐Story1 B30/45 Middle 3.80 C10
B21 T1‐Story1 B30/45 End‐J 4.00 C10
B22 T1‐Story1 B30/45 End‐I 7.79 C10
B22 T1‐Story1 B30/45 Middle 7.63 C10
B22 T1‐
Story1 B30/45 End‐
J 7.46 C10B23 T1‐Story1 B30/45 End‐I 8.18 C10
B23 T1‐Story1 B30/45 Middle 8.35 C10
B23 T1‐Story1 B30/45 End‐J 8.51 C10
B24 T1‐Story1 B30/45 End‐I 3.91 C10
B24 T1‐Story1 B30/45 Middle 3.71 C10
B24 T1‐Story1 B30/45 End‐J 3.73 C10
B25 T1‐Story1 B30/45 End‐I 9.33 C10
B25 T1‐Story1 B30/45 Middle 9.16 C10
B25 T1‐Story1 B30/45 End‐J 8.99 C10
B26 T1‐Story1 B30/45 End‐I 6.95 C10
B26 T1‐Story1 B30/45 Middle 7.12 C10
B26 T1‐Story1 B30/45 End
‐J 7.28 C10
B27 T1‐Story1 B30/45 End‐I 2.92 C18
B27 T1‐Story1 B30/45 Middle 2.77 C18
B27 T1‐Story1 B30/45 End‐J 2.85 C18
B28 T1‐Story1 B30/45 End‐I 8.27 C10
B28 T1‐Story1 B30/45 Middle 8.10 C10
B28 T1‐Story1 B30/45 End‐J 7.94 C10
B29 T1‐Story1 B30/45 End‐I 6.39 C10
B29 T1‐Story1 B30/45 Middle 6.56 C10
B29 T1‐Story1 B30/45 End‐J 6.73 C10
B30 T1‐Story1 B30/45 End‐I 2.39 C18
B30 T1‐
Story1 B30/45 Middle 2.24 C18B30 T1‐Story1 B30/45 End‐J 2.21 C18
B31 T1‐Story1 B30/45 End‐I 8.18 C10
B31 T1‐Story1 B30/45 Middle 8.01 C10
B31 T1‐Story1 B30/45 End‐J 7.85 C10
B32 T1‐Story1 B30/45 End‐I 9.33 C10
B32 T1‐Story1 B30/45 Middle 9.49 C10
B32 T1‐Story1 B30/45 End‐J 9.66 C10
B33 T1‐Story1 B30/45 End‐I 5.18 C10
B33 T1‐Story1 B30/45 Middle 5.38 C10
B33 T1‐Story1 B30/45 End‐J 5.59 C10
B34 T1‐Story1 B30/45 End‐I 5.99 C10
B34 T1‐Story1 B30/45 Middle 5.79 C10
B34 T1‐Story1 B30/45 End‐J 5.58 C10
B35 T1‐Story1 B30/45 End‐I 9.51 C10
B35 T1‐Story1 B30/45 Middle 9.85 C10
B35 T1‐Story1 B30/45 End‐J 10.19 C10
B36 T1‐Story1 B30/45 End‐I 5.46 C10
B36 T1‐Story1 B30/45 Middle 5.12 C10
B36 T1‐Story1 B30/45 End‐J 4.78 C10
B37 T1‐Story1 B30/45 End‐I 11.63 C10
B37 T1‐Story1 B30/45 Middle 11.33 C10
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B37 T1‐Story1 B30/45 End‐J 11.03 C10
B38 T1‐Story1 B30/45 End‐I 10.06 C10
B38 T1‐Story1 B30/45 Middle 10.36 C10
B38 T1‐Story1 B30/45 End‐J 10.66 C10
B39 T1‐Story1 B30/45 End‐I 3.13 C18
B39 T1‐Story1 B30/45 Middle 2.98 C18
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B40 T1‐
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B41 T1‐Story1 B30/45 Middle 10.90 C10
B41 T1‐Story1 B30/45 End‐J 11.20 C10
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B42 T1‐Story1 B30/45 Middle 3.11 C18
B42 T1‐Story1 B30/45 End‐J 3.42 C10
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B43 T1‐Story1 B30/45 Middle 10.81 C10
B43 T1‐Story1 B30/45 End‐J 10.51 C10
B44 T1‐Story1 B30/45 End‐I 10.53 C10
B44 T1‐Story1 B30/45 Middle 10.84 C10
B44 T1‐Story1 B30/45 End‐J 11.14 C10
B45 T1‐Story1 B30/45 End‐I 3.39 C10
B45 T1‐Story1 B30/45 Middle 3.05 C18
B45 T1‐Story1 B30/45 End‐J 3.38 C10
B46 T1‐Story1 B30/45 End‐I 11.13 C10
B46 T1‐Story1 B30/45 Middle 10.83 C10
B46 T1‐Story1 B30/45 End‐J 10.53 C10
B47 T1‐Story1 B30/45 End‐I 10.44 C10
B47 T1‐Story1 B30/45 Middle 10.74 C10
B47 T1‐Story1 B30/45 End‐J 11.04 C10
B48 T1‐
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B48 T1‐Story1 B30/45 End‐J 3.21 C18
B49 T1‐Story1 B30/45 End‐I 10.79 C10
B49 T1‐Story1 B30/45 Middle 10.49 C10
B49 T1‐Story1 B30/45 End‐J 10.19 C10
B50 T1‐Story1 B30/45 End‐I 12.52 C10
B50 T1‐Story1 B30/45 Middle 12.82 C10
B50 T1‐Story1 B30/45 End‐J 13.12 C10
B51 T1‐Story1 B30/45 End‐I 5.37 C10
B51 T1‐Story1 B30/45 Middle 5.71 C10
B51 T1‐Story1 B30/45 End‐J 6.05 C10
B52 T1‐Story1 B30/45 End
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B52 T1‐Story1 B30/45 Middle 6.43 C10
B52 T1‐Story1 B30/45 End‐J 6.09 C10
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B54 T1‐Story1 B30/45 Middle 13.59 C10
B54 T1‐Story1 B30/45 End‐J 13.76 C10
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B58 T1‐Story1 B30/45 End‐I 1.69 C18
B58 T1‐Story1 B30/45 Middle 1.63 C18
B58 T1‐Story1 B30/45 End‐J 1.90 C18
B59 T1‐
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I 1.70 C18B59 T1‐Story1 B30/45 Middle 1.69 C18
B59 T1‐Story1 B30/45 End‐J 1.95 C18
B61 T1‐Story1 B30/45 End‐I 13.35 C10
B61 T1‐Story1 B30/45 Middle 13.18 C10
B61 T1‐Story1 B30/45 End‐J 12.84 C10
B62 T1‐Story1 B30/45 End‐I 2.90 C18
B62 T1‐Story1 B30/45 Middle 2.78 C18
B62 T1‐Story1 B30/45 End‐J 3.05 C18
B63 T1‐Story1 B30/45 End‐I 3.71 C10
B63 T1‐Story1 B30/45 Middle 3.36 C10
B63 T1‐Story1 B30/45 End‐J 3.60 C10
B64 T1‐Story1 B30/45 End
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B64 T1‐Story1 B30/45 Middle 2.25 C18
B64 T1‐Story1 B30/45 End‐J 2.52 C18
B65 T1‐Story1 B30/45 End‐I 1.67 C18
B65 T1‐Story1 B30/45 Middle 1.50 C18
B65 T1‐Story1 B30/45 End‐J 1.77 C18
B66 T1‐Story1 B30/45 End‐I 1.78 C18
B66 T1‐Story1 B30/45 Middle 1.56 C18
B66 T1‐Story1 B30/45 End‐J 1.82 C18
B67 T1‐Story1 B30/45 End‐I 6.07 C10
B67 T1‐Story1 B30/45 Middle 6.27 C10
B67 T1‐
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B68 T1‐Story1 B30/45 End‐J 6.94 C10
B69 T1‐Story1 B30/45 End‐I 11.88 C10
B69 T1‐Story1 B30/45 Middle 11.71 C10
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B70 T1‐Story1 B30/45 Middle 14.55 C10
B70 T1‐Story1 B30/45 End‐J 14.72 C10
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B71 T1‐Story1 B30/45 Middle 3.70 C10
B71 T1‐Story1 B30/45 End
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B73 T1‐Story1 B30/45 Middle 8.35 C10
B73 T1‐Story1 B30/45 End‐J 8.51 C10
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B74 T1‐Story1 B30/45 Middle 3.70 C10
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B77 T1‐Story1 B30/45 End‐I 3.16 C18
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B77 T1‐
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B78 T1‐Story1 B30/45 Middle 8.25 C10
B78 T1‐Story1 B30/45 End‐J 8.08 C10
B79 T1‐Story1 B30/45 End‐I 6.53 C10
B79 T1‐Story1 B30/45 Middle 6.70 C10
B79 T1‐Story1 B30/45 End‐J 6.87 C10
B80 T1‐Story1 B30/45 End‐I 2.27 C18
B80 T1‐Story1 B30/45 Middle 2.12 C18
B80 T1‐Story1 B30/45 End‐J 2.13 C18
B81 T1‐Story1 B30/45 End‐I 8.03 C10
B81 T1‐Story1 B30/45 Middle 7.86 C10
B81 T1‐Story1 B30/45 End
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B82 T1‐Story1 B30/45 End‐I 9.27 C10
B82 T1‐Story1 B30/45 Middle 9.43 C10
B82 T1‐Story1 B30/45 End‐J 9.60 C10
B83 T1‐Story1 B30/45 End‐I 5.17 C10
B83 T1‐Story1 B30/45 Middle 5.38 C10
B83 T1‐Story1 B30/45 End‐J 5.58 C10
B84 T1‐Story1 B30/45 End‐I 5.98 C10
B84 T1‐Story1 B30/45 Middle 5.77 C10
B84 T1‐Story1 B30/45 End‐J 5.57 C10
B85 T1‐Story1 B30/45 End‐I 9.07 C10
B85 T1‐
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B86 T1‐Story1 B30/45 End‐I 5.75 C10
B86 T1‐Story1 B30/45 Middle 5.41 C10
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B87 T1‐Story1 B30/45 End‐I 11.91 C10
B87 T1‐Story1 B30/45 Middle 11.61 C10
B87 T1‐Story1 B30/45 End‐J 11.31 C10
B88 T1‐Story1 B30/45 End‐I 10.04 C10
B88 T1‐Story1 B30/45 Middle 10.35 C10
B88 T1‐Story1 B30/45 End‐J 10.65 C10
B89 T1‐Story1 B30/45 End‐I 3.11 C18
B89 T1‐Story1 B30/45 Middle 2.95 C18
B89 T1‐Story1 B30/45 End‐J 3.33 C10
B90 T1‐Story1 B30/45 End‐I 10.92 C10
B90 T1‐Story1 B30/45 Middle 10.62 C10
B90 T1‐Story1 B30/45 End‐J 10.31 C10
B91 T1‐Story1 B30/45 End‐I 10.64 C10
B91 T1‐Story1 B30/45 Middle 10.94 C10
B91 T1‐Story1 B30/45 End‐J 11.24 C10
B92 T1‐Story1 B30/45 End‐I 3.51 C10
B92 T1‐Story1 B30/45 Middle 3.16 C18
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B92 T1‐Story1 B30/45 End‐J 3.45 C10
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B93 T1‐Story1 B30/45 Middle 10.82 C10
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B94 T1‐Story1 B30/45 End‐I 10.56 C10
B94 T1‐Story1 B30/45 Middle 10.86 C10
B94 T1‐Story1 B30/45 End‐J 11.17 C10
B95 T1‐Story1 B30/45 End‐I 3.88 C10
B95 T1‐
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B96 T1‐Story1 B30/45 End‐I 11.33 C10
B96 T1‐Story1 B30/45 Middle 11.03 C10
B96 T1‐Story1 B30/45 End‐J 10.73 C10
B97 T1‐Story1 B30/45 End‐I 10.29 C10
B97 T1‐Story1 B30/45 Middle 10.60 C10
B97 T1‐Story1 B30/45 End‐J 10.90 C10
B98 T1‐Story1 B30/45 End‐I 3.34 C10
B98 T1‐Story1 B30/45 Middle 2.97 C18
B98 T1‐Story1 B30/45 End‐J 3.15 C18
B99 T1‐Story1 B30/45 End‐I 10.84 C10
B99 T1‐Story1 B30/45 Middle 10.54 C10
B99 T1‐Story1 B30/45 End‐J 10.24 C10
B100 T1‐Story1 B30/45 End‐I 12.44 C10
B100 T1‐Story1 B30/45 Middle 12.75 C10
B100 T1‐Story1 B30/45 End‐J 13.05 C10
B101 T1‐Story1 B30/45 End‐I 5.36 C10
B101 T1‐Story1 B30/45 Middle 5.70 C10
B101 T1‐Story1 B30/45 End‐J 6.04 C10
B102 T1‐Story1 B30/45 End‐I 6.79 C10
B102 T1‐Story1 B30/45 Middle 6.45 C10
B102 T1‐Story1 B30/45 End‐J 6.11 C10
B110 T1‐
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B110 T1‐Story1 B30/50 End‐J 1.05 C18
B111 T1‐Story1 B30/50 End‐I 0.92 C18
B111 T1‐Story1 B30/50 Middle 0.76 C18
B111 T1‐Story1 B30/50 End‐J 1.06 C18
B112 T1‐Story1 B30/50 End‐I 0.97 C18
B112 T1‐Story1 B30/50 Middle 0.81 C18
B112 T1‐Story1 B30/50 End‐J 1.11 C18
B113 T1‐Story1 B30/50 End‐I 0.99 C18
B113 T1‐Story1 B30/50 Middle 0.83 C18
B113 T1‐Story1 B30/50 End‐J 1.14 C18
B114 T1‐Story1 B30/50 End
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B114 T1‐Story1 B30/50 Middle 0.82 C18
B114 T1‐Story1 B30/50 End‐J 1.11 C18
B115 T1‐Story1 B30/50 End‐I 1.57 C18
B115 T1‐Story1 B30/50 Middle 1.48 C18
B115 T1‐Story1 B30/50 End‐J 1.54 C18
B145 T1‐Story1 B30/50 End‐I 1.44 C18
B145 T1‐Story1 B30/50 Middle 1.14 C18
B145 T1‐Story1 B30/50 End‐J 1.39 C18
B146 T1‐Story1 B30/50 End‐I 1.01 C18
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B147 T1‐Story1 B30/50 Middle 0.90 C18
B147 T1‐Story1 B30/50 End‐J 1.21 C18
B148 T1‐Story1 B30/50 End‐I 1.06 C18
B148 T1‐Story1 B30/50 Middle 0.91 C18
B148 T1‐Story1 B30/50 End‐J 1.22 C18
B149 T1‐
Story1 B30/50 End‐
I 1.03 C18B149 T1‐Story1 B30/50 Middle 0.88 C18
B149 T1‐Story1 B30/50 End‐J 1.18 C18
B150 T1‐Story1 B30/50 End‐I 1.42 C18
B150 T1‐Story1 B30/50 Middle 1.28 C18
B150 T1‐Story1 B30/50 End‐J 1.40 C18
B160 T1‐Story1 B30/50 End‐I O/S
B160 T1‐Story1 B30/50 Middle O/S
B160 T1‐Story1 B30/50 End‐J 3.73 C10
B161 T1‐Story1 B30/50 End‐I 2.07 C18
B161 T1‐Story1 B30/50 Middle 1.78 C18
B161 T1‐Story1 B30/50 End‐J 2.31 C18
B162 T1‐Story1 B30/50 End
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B162 T1‐Story1 B30/50 Middle 0.50 C18
B162 T1‐Story1 B30/50 End‐J 0.85 C18
B163 T1‐Story1 B30/50 End‐I 1.68 C18
B163 T1‐Story1 B30/50 Middle 1.62 C18
B163 T1‐Story1 B30/50 End‐J 2.29 C18
B164 T1‐Story1 B30/50 End‐I 2.30 C18
B164 T1‐Story1 B30/50 Middle 2.28 C18
B164 T1‐Story1 B30/50 End‐J 2.37 C18
B215 T1‐Story1 B25/50 End‐I 3.81 C10
B215 T1‐Story1 B25/50 Middle 2.57 C18
B215 T1‐
Story1 B25/50 End‐
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B216 T1‐Story1 B25/50 Middle 2.39 C18
B216 T1‐Story1 B25/50 End‐J 3.28 C10
B217 T1‐Story1 B25/50 End‐I 2.11 C18
B217 T1‐Story1 B25/50 Middle 1.59 C18
B217 T1‐Story1 B25/50 End‐J 1.97 C18
B218 T1‐Story1 B25/50 End‐I 2.15 C18
B218 T1‐Story1 B25/50 Middle 1.60 C18
B218 T1‐Story1 B25/50 End‐J 1.98 C18
B219 T1‐Story1 B25/50 End‐I 3.68 C10
B219 T1‐Story1 B25/50 Middle 2.14 C18
B219 T1‐Story1 B25/50 End
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B220 T1‐Story1 B25/50 End‐I 3.63 C10
B220 T1‐Story1 B25/50 Middle 2.41 C18
B220 T1‐Story1 B25/50 End‐J 3.33 C10
B136 T1‐Story1 B25/50 End‐I 4.22 C18
B136 T1‐Story1 B25/50 Middle 4.41 C10
B136 T1‐Story1 B25/50 End‐J 4.57 C10
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B137 T1‐Story1 B25/50 Middle 4.72 C10
B137 T1‐Story1 B25/50 End‐J 4.88 C10
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B138 T1‐Story1 B25/50 End‐I 4.48 C18
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B139 T1‐Story1 B25/50 Middle 4.70 C10
B139 T1‐Story1 B25/50 End‐J 4.86 C10
B140 T1‐Story1 B25/50 End‐I 4.34 C18
B140 T1‐Story1 B25/50 Middle 4.52 C10
B140 T1‐
Story1 B25/50 End‐
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B141 T1‐Story1 B25/50 Middle 3.28 C10
B141 T1‐Story1 B25/50 End‐J 3.61 C10
B142 T1‐Story1 B25/50 End‐I 5.79 C10
B142 T1‐Story1 B25/50 Middle 5.63 C10
B142 T1‐Story1 B25/50 End‐J 5.32 C10
B143 T1‐Story1 B25/50 End‐I 4.54 C10
B143 T1‐Story1 B25/50 Middle 4.39 C10
B143 T1‐Story1 B25/50 End‐J 4.07 C10
B144 T1‐Story1 B25/50 End‐I 4.52 C10
B144 T1‐Story1 B25/50 Middle 4.36 C10
B144 T1‐Story1 B25/50 End
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B158 T1‐Story1 B25/50 End‐I 5.04 C10
B158 T1‐Story1 B25/50 Middle 4.88 C10
B158 T1‐Story1 B25/50 End‐J 4.57 C10
B159 T1‐Story1 B25/50 End‐I 2.09 C16
B159 T1‐Story1 B25/50 Middle 1.83 C16
B159 T1‐Story1 B25/50 End‐J 1.84 C16
B166 T1‐Story1 B25/50 End‐I 5.15 C10
B166 T1‐Story1 B25/50 Middle 5.00 C10
B166 T1‐Story1 B25/50 End‐J 4.76 C18
B167 T1‐Story1 B25/50 End‐I 5.15 C10
B167 T1‐
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B168 T1‐Story1 B25/50 End‐I 5.18 C10
B168 T1‐Story1 B25/50 Middle 5.02 C10
B168 T1‐Story1 B25/50 End‐J 4.79 C18
B169 T1‐Story1 B25/50 End‐I 4.75 C10
B169 T1‐Story1 B25/50 Middle 4.59 C10
B169 T1‐Story1 B25/50 End‐J 4.41 C18
B165 T1‐Story1 B25/50 End‐I 4.83 C10
B165 T1‐Story1 B25/50 Middle 4.67 C10
B165 T1‐Story1 B25/50 End‐J 4.48 C18
B170 T1‐Story1 B25/50 End‐I 4.53 C18
B170 T1‐Story1 B25/50 Middle 4.74 C10
B170 T1‐Story1 B25/50 End‐J 4.90 C10
B171 T1‐Story1 B25/50 End‐I 4.59 C18
B171 T1‐Story1 B25/50 Middle 4.83 C10
B171 T1‐Story1 B25/50 End‐J 4.98 C10
B172 T1‐Story1 B25/50 End‐I 4.60 C18
B172 T1‐Story1 B25/50 Middle 4.83 C10
B172 T1‐Story1 B25/50 End‐J 4.99 C10
B173 T1‐Story1 B25/50 End‐I 4.61 C18
B173 T1‐Story1 B25/50 Middle 4.83 C10
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B173 T1‐Story1 B25/50 End‐J 4.98 C10
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B190 T1‐Story1 B30/50 Middle 2.48 C18
B190 T1‐Story1 B30/50 End‐J 2.81 C18
B191 T1‐Story1 B30/50 End‐I 2.28 C18
B191 T1‐Story1 B30/50 Middle 2.11 C18
B191 T1‐Story1 B30/50 End‐J 2.41 C18
B192 T1‐Story1 B30/50 End‐I 2.18 C18
B192 T1‐
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B193 T1‐Story1 B30/50 End‐I 2.24 C18
B193 T1‐Story1 B30/50 Middle 2.08 C18
B193 T1‐Story1 B30/50 End‐J 2.37 C18
B195 T1‐Story1 B30/50 End‐I 2.47 C18
B195 T1‐Story1 B30/50 Middle 2.30 C18
B195 T1‐Story1 B30/50 End‐J 2.43 C18
B116 T1‐Story1 B25/50 End‐I 2.21 C18
B116 T1‐Story1 B25/50 Middle 2.01 C18
B116 T1‐Story1 B25/50 End‐J 2.14 C18
B129 T1‐Story1 B25/50 End‐I 0.75 C18
B129 T1‐Story1 B25/50 Middle 0.82 C18
B129 T1‐Story1 B25/50 End‐J 1.05 C18
B130 T1‐Story1 B25/50 End‐I 0.85 C18
B130 T1‐Story1 B25/50 Middle 0.88 C18
B130 T1‐Story1 B25/50 End‐J 1.17 C18
B131 T1‐Story1 B25/45 End‐I 1.58 C18
B131 T1‐Story1 B25/45 Middle 1.83 C18
B131 T1‐Story1 B25/45 End‐J 2.15 C18
B132 T1‐Story1 B25/45 End‐I 0.75 C18
B132 T1‐Story1 B25/45 Middle 0.66 C18
B132 T1‐Story1 B25/45 End‐J 0.99 C18
B133 T1‐
Story1 B25/45 End‐
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B133 T1‐Story1 B25/45 End‐J 2.12 C18
B134 T1‐Story1 B25/45 End‐I 0.75 C18
B134 T1‐Story1 B25/45 Middle 0.67 C18
B134 T1‐Story1 B25/45 End‐J 1.00 C18
B135 T1‐Story1 B25/45 End‐I 0.75 C18
B135 T1‐Story1 B25/45 Middle 0.67 C18
B135 T1‐Story1 B25/45 End‐J 0.99 C18
B151 T1‐Story1 B30/50 End‐I 2.29 C18
B151 T1‐Story1 B30/50 Middle 2.09 C18
B151 T1‐Story1 B30/50 End‐J 2.61 C18
B196 T1‐Story1 B25/45 End
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B196 T1‐Story1 B25/45 Middle 2.48 C18
B196 T1‐Story1 B25/45 End‐J 3.07 C10
B197 T1‐Story1 B25/45 End‐I 3.08 C10
B197 T1‐Story1 B25/45 Middle 2.51 C18
B197 T1‐Story1 B25/45 End‐J 3.00 C10
B198 T1‐Story1 B30/50 End‐I 2.11 C18
B198 T1‐Story1 B30/50 Middle 1.95 C18
B198 T1‐Story1 B30/50 End‐J 2.48 C18
B200 T1‐Story1 B20/35 End‐I 0.32 C18
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B200 T1‐Story1 B20/35 Middle 0.32 C18
B200 T1‐Story1 B20/35 End‐J 0.39 C18
B201 T1‐Story1 B20/35 End‐I 0.36 C18
B201 T1‐Story1 B20/35 Middle 0.43 C18
B201 T1‐Story1 B20/35 End‐J 0.40 C18
B252 T1‐Story1 B20/35 End‐I 2.24 C10
B252 T1‐Story1 B20/35 Middle 2.14 C10
B252 T1‐Story1 B20/35 End‐J 2.15 C10
B253 T1‐
Story1 B20/35 End‐
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B253 T1‐Story1 B20/35 End‐J 2.77 C10
B109 T1‐Story1 B20/35 End‐I 2.00 C10
B109 T1‐Story1 B20/35 Middle 2.33 C10
B109 T1‐Story1 B20/35 End‐J 2.53 C10
B202 T1‐Story1 B20/40 End‐I 1.48 C18
B202 T1‐Story1 B20/40 Middle 1.07 C18
B202 T1‐Story1 B20/40 End‐J 0.90 C18
B254 T1‐Story1 B20/40 End‐I 3.33 C10
B254 T1‐Story1 B20/40 Middle 3.10 C10
B254 T1‐Story1 B20/40 End‐J 2.64 C10
B255 T1‐Story1 B20/40 End
‐I 1.48 C18
B255 T1‐Story1 B20/40 Middle 1.07 C18
B255 T1‐Story1 B20/40 End‐J 0.90 C18
B256 T1‐Story1 B30/45 End‐I 4.19 C10
B256 T1‐Story1 B30/45 Middle 3.68 C10
B256 T1‐Story1 B30/45 End‐J 3.86 C10
B257 T1‐Story1 B30/45 End‐I 4.29 C10
B257 T1‐Story1 B30/45 Middle 3.96 C10
B257 T1‐Story1 B30/45 End‐J 4.46 C10
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Row Labels Max of V
B20/35 2.88 2.88 2.78 2.77
RINGKASAN GAYA GESER EXTRIM
En ‐I .
End‐J 2.77
Middle 2.78
B20/40 4.95 4.74 4.84 4.95
End‐I 4.74
End‐J 4.95Middle 4.84
b25 5.86 5.86 5.61 5.25
En ‐I .86
End‐J 5.25
Middle 5.61
B25/40 0.81 0.81 0.73 0.75
End‐I 0.81
End‐J 0.75
Middle 0.73
B25/45 3.08 3.08 2.52 3.07
En ‐I 3.08
End‐J 3.07
Middle 2.52B25/50 5.79 5.79 5.63 5.32
End‐I 5.79
End‐J 5.32
Middle 5.63
B30/45 14.72 14.39 14.55 14.72
End‐I 14.39
End‐J 14.72
Middle 14.55
B30/50 2.48 4.56 4.03 4.84
End‐I 4.56
End‐J 4.84
Middle 4.03
(blank) 0.00an .
Grand Total 2.48
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PERHITUNGAN
BALOK
&
KOLOM
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PERENCANAAN BALOK
BALOK 20X35TUMPUAN LAPANGAN
b = 20 cm b = 20 cm
h = 35 cm h = 35 cm
Mutu beton K 250 Mut u bet on K 250
Mutu baj a fy 40 (Tulangan utama) Mutu baja fy 40 (Tulangan utama)
fy' 29 (Tulangan geser) fy' 29 (Tulangan geser)
LOAD CASES LOAD CASES
M+ = 1.98 tm (ETABS) V = 2.88 t (ETABS) M+ = 1.71 tm (ETABS) V = 2.78 t (ETABS)M‐ = 1.25 tm (ETABS) M‐ = 0.98 tm (ETABS)
Tul. 2D13 Tul. 8 ‐ 150 Tul. 2D13 Tul. 8 ‐ 175
DATA PROCESSING DATA PROCESSING
Besi beton D 13 mm Besi beton D 13 mm
Sengkang 1 d 8 mm
Selimut beton = 30 mm Selimut beton = 30 mm
d' = 31.35 mm d' = 31.35 mm
a. Tulangan tarik a. Tulangan tarik
d' = 31.35 cm d' = 34.35 cm
Rn = Rn =
b d'2
b d'2
= =
0.9 20 0.9 20
= 11.19 = 8.05
m = m =
0.85 f'c 0.85 f'c
= =
0.85 208 0.85 208
= =
982.82 1,179.92
f y f y
4000 4000
22.68 22.68
Mn Mn
198,000 171,000
= 1 = 1
m m
= 1 = 1
22.68 22.68
= =
r = 1 .3 3 r = 1 .33
= =
min = 1.4 min = 1.4
f y f y
= =
pakai = pakai =
As = pakai b d' As = pakai b d'
= 20 31.35 = 20 34.35
= cm2 = cm2
Dipakai 2 D 13 ( 2.65 ) Dipakai 2 D 13 ( 2.65 )
b. Tulangan Tekan b. Tulangan Tekan
d' = 31.35 cm r pakai = 31.35 cm
Rn = Rn =
b d'
2
b d'
2
= =
0.9 20 0.9 20
= 7.07 = 5.54
m = m =
0.85 f'c 0.85 f'c
= =
0.85 208 0.85 208
= =
= 1 = 1
22.68 22.68
* *
982.82 982.82
f y f y
4000 4000
Mn Mn
125,000 98,000
0.00289 0.00206
0.0038 0.0027
0.0035 0.0035
0.0038 0.0035
0.0038 0.0035
2.41 2.40
0.0467
* *
* 0.0656 *
fy
Rnm **211
fy
Rnm **211
fy
Rnm **211
fy
Rnm **211
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m m
= 1 = 1
22.68 22.68
= =
r = 1 .3 3 r = 1 .33
= =
min = 1.4 min = 1.4f y f y
= =
pakai = pakai =
As = pakai b d' As = pakai b d'
= 20 31.35 = 20 31.35
= cm2 = cm2
Dipakai 2 D 13 ( 2.65 ) Dipakai 2 D 13 ( 2.65 )
c. Tulangan susut c. Tulangan susut
As = As As = As
= =
= cm2 = cm2
Dipakai = 1 Ø 12 (Tulangan susut) Dipakai = 1 Ø 12 (Tulangan susut)
d. Tulangan geser d. Tulangan geser
fy = 2900 kg/cm2 fy = 2900 kg/cm2
R = 2.88 ton R = 2.78 ton
Vc = 1 /6 f'c b d Vc = 1 /6 f'c b d
2.19 2.19
0.0035 0.0035
0.0035 0.0035
0.0035 0.0035
0.0319
0.00180 0.00141
0.0024 0.0019
* 0.0409 *
10% 10%
10% 2.41 10% 2.40
0.24 0.24
fy
fy
= 0.167 14.4 20 35 = 0.167 14.4 20 35
= 1.68 ton = 1.68 ton
Ø begel = 8 mm Ø begel = 8 mm
Av = 0.5 0 cm2 Av = 1 .00 c m2
s = Av f y d s = Av f y d
Vu ‐ Vc Vu ‐ Vc
Ø Ø
= 0.50 35 = 1.00 35
2,880 ‐ 2,780 ‐
0.6 0.6
= =
= cm = cm
s min = d s min = d
2 2
= 35 = 35
2 2
= 17.5 cm = 17.5 cm
s pakai = 1 6.3 5 c m s pakai = 1 7.5 0 c m
Dipakai = Ø 8 ‐ 150 Dipakai = Ø 8 ‐ 175
2D13 2D13
Ø8‐150 350 mm Ø8‐175 350 mm
2D13 2D13
200 mm 200 mm
50,994 101,987
3,119 2,953
16.35 34.54
(As =6.7 cm2) (As =5.74 cm2)
1,681 1,681
2900 2900
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PERENCANAAN BALOK
BALOK 20X40TUMPUAN LAPANGAN
b = 20 cm b = 20 cm
h = 40 cm h = 40 cm
Mutu beton K 250 Mut u bet on K 250
Mutu baj a fy 40 (Tulangan utama) Mutu baja fy 40 (Tulangan utama)
fy' 29 (Tulangan geser) fy' 29 (Tulangan geser)
LOAD CASES LOAD CASES
M+ = 2.59 tm (ETABS) V = 4.95 t (ETABS) M+ = 1.26 tm (ETABS) V = 4.84 t (ETABS)M‐ = 2.34 tm (ETABS) M‐ = 1.46 tm (ETABS)
Tul. 2D16 Tul. 8 ‐ 150 Tul. 2D16 Tul. 8 ‐ 175
DATA PROCESSING DATA PROCESSING
Besi beton D 16 mm Besi beton D 16 mm
Sengkang 2 d 8 mm
Selimut beton = 30 mm Selimut beton = 30 mm
d' = 36.2 mm d' = 36.2 mm
a. Tulangan tarik a. Tulangan tarik
d' = 36.2 cm d' = 39.2 cm
Rn = Rn =
b d'2
b d'2
= =
0.9 20 0.9 20
= 10.98 = 4.56
m = m =
0.85 f'c 0.85 f'c
= =
0.85 208 0.85 208
= =
f y f y
4000 4000
22.68 22.68
Mn Mn
259,000 126,000
1,310.44 1,536.64
= 1 = 1
m m
= 1 = 1
22.68 22.68
= =
r = 1 .3 3 r = 1 .33
= =
min = 1.4 min = 1.4
f y f y
= =
pakai = pakai =
As = pakai b d' As = pakai b d'
= 20 36.20 = 20 39.20
= cm2 = cm2
Dipakai 2 D 16 ( 4.02 ) Dipakai 2 D 16 ( 4.02 )
b. Tulangan Tekan b. Tulangan Tekan
d' = 36.2 cm r pakai = 36.2 cm
Rn = Rn =
b d'
2
b d'
2
= =
0.9 20 0.9 20
= 9.92 = 6.19
m = m =
0.85 f'c 0.85 f'c
= =
0.85 208 0.85 208
= =
= 1 = 1* *
f y f y
4000 4000
22.68 22.68
Mn Mn
234,000 146,000
1,310.44 1,310.44
0.0038 0.0035
0.0038 0.0035
2.73 2.74
0.00284 0.00115
0.0038 0.0015
0.0035 0.0035
* *
* 0.0643 * 0.0262
fy
Rnm **211
fy
Rnm **211
fy
Rnm **211
fy
Rnm **211
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m m
= 1 = 1
22.68 22.68
= =
r = 1 .3 3 r = 1 .33
= =
min = 1.4 min = 1.4f y f y
= =
pakai = pakai =
As = pakai b d' As = pakai b d'
= 20 36.20 = 20 36.20
= cm2 = cm2
Dipakai 2 D 16 ( 4.02 ) Dipakai 2 D 16 ( 4.02 )
c. Tulangan susut c. Tulangan susut
As = As As = As
= =
= cm2 = cm2
Dipakai = 1 Ø 12 (Tulangan susut) Dipakai = 1 Ø 12 (Tulangan susut)
d. Tulangan geser d. Tulangan geser
fy = 2900 kg/cm2 fy = 2900 kg/cm2
R = 4.95 ton R = 4.84 ton
Vc = 1 /6 f'c b d Vc = 1 /6 f'c b d
0.27 0.27
10% 10%
10% 2.73 10% 2.74
0.0035 0.0035
0.0035 0.0035
2.53 2.53
0.00255 0.00158
0.0034 0.0021
0.0035 0.0035
* 0.0579 * 0.0357
fy
fy
= 0.167 14.4 20 40 = 0.167 14.4 20 40
= 1.92 ton = 1.92 ton
Ø begel = 8 mm Ø begel = 8 mm
Av = 1.0 0 cm2 Av = 1 .00 c m2
s = Av f y d s = Av f y d
Vu ‐ Vc Vu ‐ Vc
Ø Ø
= 1.00 40 = 1.00 40
4,950 ‐ 4,840 ‐
0.6 0.6
= =
= cm = cm
s min = d s min = d
2 2
= 40 = 40
2 2
= 20 cm = 20 cm
s pakai = 1 8.4 2 c m s pakai = 1 8.9 6 c m
Dipakai = Ø 8 ‐ 150 Dipakai = Ø 8 ‐ 175
2D16 2D16
Ø8‐150 400 mm Ø8‐175 400 mm
2D16 2D16
200 mm 200 mm
(As =6.7 cm2) (As =5.74 cm2)
116,557 116,557
6,329 6,146
18.42 18.96
2900 2900
1,921 1,921
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PERENCANAAN BALOK
BALOK 25X45TUMPUAN LAPANGAN
b = 25 cm b = 25 cm
h = 45 cm h = 45 cm
Mutu beton K 250 Mutu beton K 250
Mu tu b aj a fy 40 (Tulangan
utama) Mutu baja fy 40 (Tulangan
utama)
fy' 29 (Tulangan geser) fy' 29 (Tulangan geser)
LOAD CASES LOAD CASES
M+ = 2.70 tm (ETABS) V = 3.08 t (ETABS) M+ = 1.44 tm (ETABS) V = 2.52 t (ETABS)
M‐ = 2.45 tm (ETABS) M‐ = 3.56 tm (ETABS)
Tul. 5D16 Tul. 8 ‐ 100 Tul. 3D16 Tul. 8 ‐ 125
DATA PROCESSING DATA PROCESSING
Besi beton D 16 mm Besi beton D 16 mm
Sengkang 2 d 8 mm
Selimut beton = 30 mm Selimut beton = 30 mm
d' = 41.2 mm d' = 41.2 mm
a. Tulangan tarik a. Tulangan tarik
d' = 41.2 cm d' = 44.2 cm
Rn = Rn =
b d'2
b d'2
= =
0.9 25 0.9 25
= 7.07 = 3.28
m = m =
0.85 f'c 0.85 f'c
= =
0.85 208 0.85 208
f y f y
4000 4000
Mn Mn
270,000 144,000
1,697.44 1,953.64
= =
= 1 = 1
m m
= 1 = 1
22.68 22.68
= =
r = 1 .33 r = 1 .33
= =
min = 1.4 min = 1.4
f y f y
= =
pakai = pakai =
As = pakai b d' As = pakai b d'
= 25 41.20 = 25 44.20
= cm2 = cm2
Dipakai 5 D 16 ( 10.05 ) Dipakai 3 D 16 ( 6.03 )
b. Tulangan Tekan b. Tulangan Tekan
d' = 41.2 cm r pakai = 41.2 cm
Rn = Rn =
b d'2
b d'2
= =
0.9 25 0.9 25
= 6.41 = 9.32
m = m =
0.85 f'c 0.85 f'c
f y f y
Mn Mn
245,000 356,000
1,697.44 1,697.44
0.0035 0.0035
0.0035 0.0035
3.61 3.87
0.00180 0.00083
0.0024 0.0011
0.0035 0.0035
* *
* 0.0409 * 0.0187
22.68 22.68
fy
Rnm **211
fy
Rnm **211
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= =
0.85 208 0.85 208
= =
= 1 = 1
m m
= 1 = 1
22.68 22.68
= =
r = 1 .33 r = 1 .33
= =
min = 1.4 min = 1.4
f y f y
= =
pakai = pakai =
As = pakai b d' As = pakai b d'
= 25 41.20 = 25 41.20
= cm2 = cm2
Dipakai 3 D 16 ( 6.03 ) Dipakai 5 D 16 ( 10.05 )
d. Tulangan geser d. Tulangan geser
fy = 2900 kg/cm2 fy = 2900 kg/cm2
R = 3.08 ton R = 2.52 ton
Vc = 1/6 f'c b d Vc = 1/6 f'c b d
0.0035 0.0035
0.0035 0.0035
3.61 3.61
0.00163 0.00240
0.0022 0.0032
0.0035 0.0035
* *
* 0.0371 * 0.0543
4000 4000
22.68 22.68
fy
Rnm **211
fy
Rnm **211
= 0.167 14.4 25 45 = 0.167 14.4 25 45
= 2.70 ton = 2.70 ton
Ø begel = 8 mm Ø begel = 8 mm
Av = 1.00 cm2 Av = 1.00 cm 2
s = Av f y d s = Av f y d
Vu ‐ Vc Vu ‐ Vc
Ø Ø
= 1.00 45 = 1.00 45
3,080 ‐ 2,520 ‐
0.6 0.6
= =
= cm = cm
s min = d s min = d
2 2
= 45 = 45
2 2
= 22.5 cm = 22.5 cm
s pakai = 2 2. 50 c m s pakai = 2 2. 50 cm
Dipakai = Ø 8 ‐ 100 Dipakai = Ø 8 ‐ 125
5D16 3D16
Ø8‐100 450 mm Ø8‐125 450 mm
3D16 5D16
250 mm 250 mm
(As =10.05 cm2) (As =8.04 cm2)
131,126 131,126
2,432 1,499
53.91 87.47
2900 2900
2,701 2,701
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PERENCANAAN BALOK
BALOK 30X50TUMPUAN LAPANGAN
b = 30 cm b = 30 cm
h = 50 cm h = 50 cm
Mutu beton K 250 M utu be ton K 250
M ut u b aj a fy 40 (Tulangan utama) Mutu baja fy 40 (Tulangan utama)
fy' 29 (Tulangan geser) fy' 29 (Tulangan geser)
LOAD CASES LOAD CASES
M+ = 5.52 tm (ETABS) V = 4.84 t (ETABS) M+ = 2.21 tm (ETABS) V = 4.03 t (ETABS)
M‐ = 6.06 tm (ETABS) M‐ = 7.54 tm (ETABS)
Tul. 6D16 Tul. 8 ‐ 100 Tul. 3D16 Tul. 8 ‐ 150
DATA PROCESSING DATA PROCESSING
Besi beton D 16 mm Besi beton D 16 mm
Sengkang 2 d 8 mm
Selimut beton = 30 mm Selimut beton = 30 mm
d' = 46.2 mm d' = 46.2 mm
a. Tulangan tarik a. Tulangan tarik
d' = 46.2 cm d' = 49.2 cm
Rn = Rn =
b d'2
b d'2
= =
0.9 30 0.9 30
= 9.58 = 3.38
m = m =
0.85 f'c 0.85 f'c
= =
0.85 208 0.85 208
= =
= 1 = 1* *
f y f y
4000 4000
22.68 22.68
Mn Mn
552,000 221,000
2,134.44 2,420.64
Rnm **2 Rnm **2
m m
= 1 = 1
22.68 22.68
= =
r = 1 .33 r = 1 .33
= =
min = 1.4 min = 1.4
f y
f y
= =
pakai = pakai =
As = pakai b d' As = pakai b d'
= 30 46.20 = 30 49.20
= cm2 = cm2
Dipakai 6 D 16 ( 12.06 ) Dipakai 3 D 16 ( 6.03 )
b. Tulangan Tekan b. Tulangan Tekan
d' = 46.2 cm r pakai = 46.2 cm
Rn = Rn =
b d'2
b d'2
= =
0.9 30 0.9 30
= 10.52 = 13.08
m = m =
0.85 f'c 0.85 f'c
= =
0.85 208 0.85 208
= =
f y f y
4000 4000
22.68 22.68
Mn Mn
606,000 754,000
2,134.44 2,134.44
0.0035 0.0035
0.0035 0.0035
4.85 5.17
0.00246 0.00085
0.0033 0.0011
0.0035 0.0035
* 0.0559 * 0.0194
fy
fy
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= 1 = 1
m m
= 1 = 1
22.68 22.68
= =
r = 1 .33 r = 1 .33
= =
min = 1.4 min = 1.4
f y f y
= =
pakai = pakai =
As = pakai b d' As = pakai b d'
= 30 46.20 = 30 46.20
= cm2 = cm2
Dipakai 3 D 16 ( 6.03 ) Dipakai 6 D 16 ( 12.06 )
d. Tulangan geser d. Tulangan geser
fy = 2900 kg/cm2 fy = 2900 kg/cm2
R = 4.84 ton R = 4.03 ton
Vc = 1 /6 f'c b d Vc = 1 /6 f'c b d
= 0.167 14.4 30 50 = 0.167 14.4 30 50
= 3.60 ton = 3.60 ton
Ø begel = 8 mm Ø begel = 8 mm
Av = 1.00 c m2 Av = 1.00 cm2
s = Av f y d s = Av f y d
0.0036 0.0045
0.0036 0.0045
5.00 6.27
0.00271 0.00340
0.0036 0.0045
0.0035 0.0035
* *
* 0.0615 * 0.0772
fy
Rnm **211
fy
Rnm **211
Vu ‐ Vc Vu ‐ Vc
Ø Ø
= 1.00 50 = 1.00 50
4,840 ‐ 4,030 ‐
0.6 0.6
= =
= cm = cm
s min = d s min = d
2 2
= 50 = 50
2 2
= 25 cm = 25 cm
s pakai = 2 5. 00 c m s pakai = 2 5.00 c m
Dipakai = Ø 8 ‐ 100 Dipakai = Ø 8 ‐ 150
6D16 3D16
Ø8‐100 500 mm Ø8‐150 500 mm
3D16 6D16
300 mm 300 mm
(As =10.05 cm2) (As =6.7 cm2)
145,696 145,696
4,465 3,115
32.63 46.77
2900 2900
3,601 3,601
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TABLE: Concrete Column PMM Envelope
Label Story Section Location P M Major M Minor PMM Combo
tonf tonf ‐m tonf ‐m
C10 T1‐Story1 k40 Top 21.98 0.00 0.00 C08
C10 T1‐Story1 k40 Bottom 35.88 0.00 0.02 C02
C11 T1‐Story1 k40 Top 18.65 0.27 0.00 C09
C11 T1‐Story1 k40 Bottom 26.44 0.00 0.24 C02
C12 T1‐Story1 k40 Bottom 33.41 0.00 0.00 C02
C12 T1‐Story1 k40 Top 16.07 0.02 0.00 C04
C13 T1‐Story1 k40 Top 17.38 0.00 0.00 C04
C13 T1‐Story1 k40 Bottom 31.71 0.02 0.00 C02
C14 T1‐Story1 k40 Top 16.06 0.27 0.00 C04
C14 T1‐Story1 k40 Bottom 32.13 0.00 0.24 C02
C15 T1‐Story1 k40 Bottom 31.69 0.00 0.00 C02
C15 T1‐Story1 k40 Top 14.65 0.02 0.00 C04
C16 T1‐Story1 k40 Top 16.53 0.00 0.00 C04
C16 T1‐Story1 k40 Bottom 33.13 0.02 0.00 C02
C17 T1‐Story1 k40 Bottom 30.91 0.00 0.00 C02
C17 T1‐Story1 k40 Top 6.40 0.02 0.00 C11
C19 T1‐Story1 k40 Bottom 12.62 0.00 0.00 C02
C19 T1‐Story1 k40 Top 11.47 0.02 0.00 C02
C20 T1‐Story1 K40/60 Top 32.64 0.00 0.00 C03
C20 T1‐Story3 K40/60 Top 0.00 0.00 0.02 C02
C20 T1‐Story1 K40/60 Bottom 41.66 0.00 0.00 C02
C20 T1‐Story3 K40/60 Bottom 0.62 0.02 0.00 C06
C20 T1‐Story2 K40/60 Top 32.31 2.35 1.04 C02
C20 T1‐Story2 K40/60 Bottom 22.26 1.33 1.21 C06
C21 T1‐Story3 K40/60 Bottom 8.64 0.99 0.96 C02
C21 T1‐Story3 K40/60 Top 8.02 0.99 0.36 C02
C22 T1‐Story1 K40/60 Bottom 65.24 0.99 1.02 C02
C22 T1‐Story1 K40/60 Top 63.17 1.00 0.40 C02
C22 T1‐Story2 K40/60 Top 39.86 2.57 0.57 C05
C22 T1‐Story2 K40/60 Bottom 63.17 1.67 0.40 C02
C23 T1‐Story2 K40/60 Bottom 40.23 7.72 6.12 C05
C23 T1‐Story2 K40/60 Top 39.02 4.03 2.69 C05
C23 T1‐Story1 K40/60 Bottom 64.80 15.02 1.18 C02
C23 T1‐Story1 K40/60 Top 40.23 8.54 1.93 C05
C24 T1‐Story1 K40/60 Bottom 64.94 16.45 1.15 C02
C24 T1‐Story1 K40/60 Top 39.74 10.53 1.19 C05
C24 T1‐Story2 K40/60 Bottom 39.74 17.91 1.14 C05
C24 T1‐Story2 K40/60 Top 38.53 11.45 1.18 C05
C25 T1‐Story3 K40/60 Bottom 0.62 10.45 4.00 C05
C25 T1‐Story3 K40/60 Top 0.00 16.89 1.95 C02
C26 T1‐Story1 K40/60 Bottom 33.69 7.98 6.42 C02
C26 T1‐Story2 K40/60 Top 15.89 3.94 2.61 C05
C26 T1‐Story2 K40/60 Bottom 9.82 15.74 1.19 C13
C26 T1‐Story1 K40/60 Top 8.92 9.28 1.93 C13
C28 T1‐Story1 K40/60 Top 7.57 17.22 1.17 C10
C28 T1‐Story1 K40/60 Bottom 14.52 11.01 1.21 C02
C29 T1‐Story1 K40/60 Bottom 41.24 18.66 1.15 C02
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C29 T1‐Story3 K40/60 Top 0.00 11.92 1.19 C02
C29 T1‐Story2 K40/60 Top 32.09 11.60 4.02 C02
C29 T1‐Story1 K40/60 Top 32.23 17.05 1.96 C05
C29 T1‐Story3 K40/60 Bottom 0.62 0.02 0.00 C04
C29 T1‐Story2 K40/60 Bottom 22.03 0.09 0.29 C04
C30 T1‐Story3 K40/60 Bottom 8.64 1.33 1.21 C02
C30 T1‐Story3 K40/60 Top 8.02 3.33 0.71 C02
C31 T1‐Story3 K40/60 Top 0.00 0.99 0.36 C02
C31 T1‐Story1 K40/60 Bottom 63.25 1.02 3.04 C02
C31 T1‐Story3 K40/60 Bottom 0.62 1.00 0.40 C04
C31 T1‐Story2 K40/60 Top 40.07 1.03 3.08 C03
C31 T1‐Story1 K40/60 Top 61.18 1.67 0.40 C02
C31 T1‐Story2 K40/60 Bottom 63.33 3.43 0.56 C02
C32 T1‐Story2 K40/60 Top 39.40 13.47 1.94 C03
C32 T1‐Story3 K40/60 Top 0.00 0.00 2.03 C02
C32 T1‐Story3 K40/60 Bottom 0.62 19.26 1.09 C03
C32 T1‐Story2 K40/60 Bottom 40.61 0.00 1.84 C03
C32 T1‐Story1 K40/60 Top 40.21 18.65 1.10 C03
C32 T1‐Story1 K40/60 Bottom 63.06 2.26 0.00 C02
C33 T1‐Story2 K40/60 Top 38.80 12.86 1.95 C03
C33 T1‐Story3 K40/60 Bottom 0.62 2.49 0.00 C04
C33 T1‐Story3 K40/60 Top 0.00 3.13 2.65 C02
C33 T1‐Story1 K40/60 Top 39.61 1.32 0.00 C03
C33 T1‐Story1 K40/60 Bottom 63.07 3.13 2.65 C02
C33 T1‐Story2 K40/60 Bottom 40.01 1.32 0.00 C03
C34 T1‐Story3 K40/60 Top 0.00 3.22 2.57 C02
C34 T1‐Story3 K40/60 Bottom 0.62 1.39 0.00 C03
C35 T1‐Story2 K40/60 Bottom 9.90 4.37 1.77 C11
C35 T1‐Story2 K40/60 Top 16.05 0.63 0.00 C03
C35 T1‐Story1 K40/60 Bottom 33.05 3.22 2.58 C02
C35 T1‐Story3 K40/60 Bottom 0.62 1.40 0.00 C04
C35 T1‐Story3 K40/60 Top 0.00 4.37 1.78 C02
C35 T1‐Story1 K40/60 Top 9.34 0.63 0.00 C11
C36 T1‐Story1 k40 Bottom 24.18 1.26 3.32 C02
C36 T1‐Story1 k40 Top 13.25 0.66 0.00 C10
C37 T1‐Story1 k40 Bottom 35.47 1.08 2.83 C02
C37 T1‐Story2 K40/60 Bottom 2.18 0.98 0.00 C07
C37 T1‐Story1 k40 Top 23.44 1.55 3.09 C07
C37 T1‐Story2 K40/60 Top 0.62 0.72 0.00 C02
C37 T1‐Story3 K40/60 Top 0.00 7.23 1.29 C02
C37 T1‐Story3 K40/60 Bottom 0.62 0.91 0.00 C02
C38 T1‐Story1 k40 Bottom 27.42 8.84 0.97 C02
C38 T1‐Story1 k40 Top 13.77 0.86 0.00 C05
C39 T1‐Story1 k40 Top 15.51 10.14 1.05 C06
C39 T1‐Story1 k40 Bottom 33.00 0.88 0.00 C02
C40 T1‐Story1 k40 Top 17.37 11.35 1.07 C06
C40 T1‐Story1 k40 Bottom 31.74 0.86 0.00 C02
C41 T1‐Story1 k40 Bottom 31.98 12.40 1.32 C02
C41 T1‐Story1 k40 Top 15.90 0.90 0.00 C06
C42 T1‐Story1 k40 Bottom 31.77 9.55 1.92 C02
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C42 T1‐Story1 k40 Top 14.73 0.84 0.00 C06
C43 T1‐Story1 k40 Bottom 33.21 3.07 3.05 C02
C43 T1‐Story1 k40 Top 16.65 0.34 0.00 C06
C44 T1‐Story1 k40 Top 6.08 5.64 3.37 C13
C44 T1‐Story1 k40 Bottom 30.52 1.38 0.00 C02
C45 T1‐Story1 k40 Top 14.34 8.54 1.93 C09
C45 T1‐Story1 k40 Bottom 25.94 0.00 2.00 C02
C46 T1‐Story3 k40 Bottom 5.53 10.53 1.19 C10
C46 T1‐Story1 k40 Top 27.99 0.00 1.98 C08
C46 T1‐Story2 k40 Bottom 7.29 11.45 1.18 C02
C46 T1‐Story3 k40 Top 6.07 0.00 1.99 C02
C46 T1‐Story1 k40 Bottom 45.52 17.19 1.75 C02
C46 T1‐Story2 k40 Top 5.53 0.00 0.97 C10
C47 T1‐Story1 k40 Top 14.67 2.14 5.16 C09
C47 T1‐Story1 k40 Bottom 26.21 0.48 0.00 C02
C48 T1‐Story1 k40 Top 65.37 5.62 3.29 C02
C48 T1‐Story2 k40 Top 35.39 1.37 0.00 C02
C48 T1‐Story3 k40 Top 35.20 9.27 1.86 C02
C48 T1‐Story1 k40 Bottom 66.52 0.00 1.93 C02
C48 T1‐Story3 k40 Bottom 35.39 11.01 1.19 C02
C48 T1‐Story2 k40 Bottom 36.43 0.00 1.93 C02
C49 T1‐Story1 k40 Bottom 26.23 11.92 1.17 C02
C49 T1‐Story1 k40 Top 14.65 0.00 1.93 C09
C50 T1‐Story1 k40 Top 65.44 16.87 1.79 C02
C50 T1‐Story3 k40 Bottom 35.52 1.10 0.00 C02
C50 T1‐Story2 k40 Bottom 36.56 1.24 3.35 C02
C50 T1‐Story2 k40 Top 35.52 0.66 0.00 C02
C50 T1‐Story3 k40 Top 35.33 0.92 2.64 C02
C50 T1‐Story1 k40 Bottom 66.60 0.97 0.00 C02
C51 T1‐Story1 k40 Bottom 26.17 3.36 0.95 C02
C51 T1‐Story1 k40 Top 14.49 0.75 0.00 C10
C52 T1‐Story2 k40 Bottom 5.67 7.39 1.31 C02
C52 T1‐Story1 k40 Top 26.10 0.90 0.00 C07
C52 T1‐Story3 k40 Bottom 4.64 9.18 0.98 C02
C52 T1‐Story3 k40 Top 4.45 0.86 0.00 C02
C52 T1‐Story2 k40 Top 4.64 10.50 1.06 C02
C52 T1‐Story1 k40 Bottom 43.28 0.87 0.00 C02
C53 T1‐Story1 k40 Top 8.53 11.71 1.12 C17
C53 T1‐Story1 k40 Bottom 20.88 0.87 0.00 C02
C54 T1‐Story1 k40 Top 4.91 12.72 1.31 C16
C54 T1‐Story1 k40 Bottom 17.34 0.90 0.00 C02
C55 T1‐Story1 k40 Bottom 20.43 9.52 1.85 C02
C55 T1‐Story1 k40 Top 9.72 0.83 0.00 C17
C56 T1‐Story1 k40 Top 4.29 0.44 4.35 C16
C56 T1‐Story1 k40 Bottom 16.59 0.71 0.00 C02
C57 T1‐Story1 k40 Bottom 22.44 1.36 3.64 C02
C57 T1‐Story1 k40 Top 15.58 1.24 0.00 C09
C58 T1‐Story1 k40 Bottom 18.15 0.40 4.66 C02
C58 T1‐Story1 k40 Top 18.08 0.71 0.00 C02
C59 T1‐Story1 k40 Bottom 20.58 1.78 2.27 C02
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C59 T1‐Story1 k40 Top 7.38 1.81 0.00 C12
C60 T1‐Story1 k40 Bottom 16.63 0.49 4.62 C02
C60 T1‐Story1 k40 Top 4.40 0.71 0.00 C17
C61 T1‐Story1 k40 Top 8.52 1.78 2.29 C18
C61 T1‐Story1 k40 Bottom 20.81 1.81 0.00 C02
C62 T1‐Story1 k40 Bottom 22.75 0.42 4.39 C02
C62 T1‐Story1 k40 Top 13.71 0.71 0.00 C07
C63 T1‐Story1 k40 Bottom 17.34 1.42 3.93 C02
C63 T1‐Story1 k40 Top 4.91 1.18 0.00 C15
C64 T1‐Story1 k40 Bottom 21.07 2.55 2.43 C02
C64 T1‐Story1 k40 Top 7.93 0.57 0.00 C09
C65 T1‐Story1 k40 Top 9.73 1.90 1.96 C18
C65 T1‐Story1 k40 Bottom 20.38 0.47 0.00 C02
C66 T1‐Story1 k40 Top 17.89 1.69 3.93 C08
C66 T1‐Story1 k40 Bottom 26.07 0.56 0.00 C02
C67 T1‐Story1 k40 Bottom 16.60 1.70 1.78 C02
C67 T1‐Story1 k40 Top 4.29 0.45 0.00 C15
C68 T1‐Story1 k40 Bottom 54.14 0.42 1.54 C02
C68 T1‐Story1 k40 Top 36.85 0.61 0.00 C08
C69 T1‐Story1 k40 Top 15.58 0.49 0.03 C10
C69 T1‐Story1 k40 Bottom 22.42 0.50 0.00 C02
C70 T1‐Story1 k40 Top 37.20 2.74 1.22 C07
C70 T1‐Story1 k40 Bottom 54.25 0.56 0.00 C02
C71 T1‐Story1 k40 Top 18.12 2.15 1.88 C02
C71 T1‐Story1 k40 Bottom 18.19 0.45 0.00 C02
C72 T1‐Story1 k40 Top 15.15 1.57 1.76 C07
C72 T1‐Story1 k40 Bottom 23.60 0.61 0.00 C02
C73 T1‐Story1 k40 Bottom 20.56 1.73 1.95 C02
C73 T1‐Story1 k40 Top 7.38 0.57 0.00 C14
C74 T1‐Story2 K40/60 Bottom 74.60 2.55 2.43 C02
C74 T1‐Story2 K40/60 Top 71.32 0.57 0.00 C02
C75 T1‐Story1 k40 Bottom 16.65 1.87 1.96 C02
C75 T1‐Story1 k40 Top 5.33 0.47 0.00 C15
C76 T1‐Story2 K40/60 Bottom 67.47 1.69 3.93 C02
C76 T1‐Story2 K40/60 Top 39.98 0.56 0.00 C03
C77 T1‐Story1 k40 Top 13.49 1.67 1.78 C08
C77 T1‐Story1 k40 Bottom 22.50 0.45 0.00 C02
C78 T1‐Story2 K40/60 Top 40.29 0.42 1.54 C05
C78 T1‐Story2 K40/60 Bottom 67.86 0.61 0.00 C02
C79 T1‐Story1 k40 Top 7.93 0.49 0.03 C10
C79 T1‐Story1 k40 Bottom 21.09 0.49 0.00 C02
C80 T1‐Story2 K40/60 Bottom 74.76 2.77 1.22 C02
C80 T1‐Story2 K40/60 Top 71.47 0.56 0.00 C02
C81 T1‐Story1 k40 Bottom 34.54 1.83 2.12 C02
C81 T1‐Story1 k40 Top 20.50 0.45 0.00 C03
C82 T1‐Story1 k40 Bottom 33.80 1.76 1.72 C02
C82 T1‐Story1 k40 Top 21.65 0.62 0.00 C05
C83 T1‐Story1 k40 Bottom 33.79 1.75 1.95 C02
C83 T1‐Story1 k40 Top 21.65 0.57 0.00 C03
C84 T1‐Story1 k40 Top 20.74 1.04 4.00 C05
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C84 T1‐Story1 k40 Bottom 34.80 0.71 0.00 C02
C85 T1‐Story2 k40 Bottom 48.63 1.00 3.79 C02
C85 T1‐Story2 k40 Top 30.37 1.47 0.00 C06
C86 T1‐Story2 k40 Top 30.35 1.01 3.77 C04
C86 T1‐Story2 k40 Bottom 48.62 1.48 0.00 C02
C87 T1‐Story2 k40 Bottom 51.16 1.58 2.35 C02
C87 T1‐Story2 k40 Top 31.49 0.64 0.00 C04
C88 T1‐Story2 k40 Bottom 23.29 7.60 3.36 C02
C88 T1‐Story2 k40 Top 14.26 0.94 0.00 C04
C89 T1‐Story2 k40 Bottom 51.23 7.92 3.34 C02
C89 T1‐Story2 k40 Top 31.50 0.92 0.00 C06
C9 T1‐Story1 k40 Bottom 24.14 7.91 3.35 C02
C9 T1‐Story1 k40 Top 13.20 0.92 0.00 C09
C90 T1‐Story2 k40 Bottom 23.22 7.67 3.40 C02
C90 T1‐Story2 k40 Top 14.25 0.95 0.00 C06
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Values
Row Labels Max of P
Max of M
Major
k40
Bottom 66.60 3.33
Top 65.44 12.40
K40/60
Bottom 74.76 17.05
Top 71.47 19.26
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TABLE: Concrete Column Shear Envelope
Label Story Section Location V Major Major Combo
tonf
C74 T1‐Story2 K40/60 Top 0.94
C74 T1‐Story2 K40/60 Bottom 0.94
C76 T1‐Story2 K40/60 Top 3.36 C12
C76 T1‐Story2 K40/60 Bottom 3.36 C12
C78 T1‐Story2 K40/60 Top 3.28 C14
C78 T1‐Story2 K40/60 Bottom 3.28 C14
C80 T1‐Story2 K40/60 Top 1.42
C80 T1‐Story2 K40/60 Bottom 1.42
C85 T1‐Story2 k40 Top 1.76 C18
C85 T1‐Story2 k40 Bottom 1.76 C18
C86 T1‐Story2 k40 Top 1.76 C18
C86 T1‐Story2 k40 Bottom 1.76 C18
C87 T1‐Story2 k40 Top 2.31 C18
C87 T1‐Story2 k40 Bottom 2.31
C88 T1‐Story2 k40 Top 2.60 C18
C88 T1‐Story2 k40 Bottom 2.60 C18
C89 T1‐Story2 k40 Top 2.30 C18
C89 T1‐Story2 k40 Bottom 2.30
C90 T1‐Story2 k40 Top 2.60 C18
C90 T1‐Story2 k40 Bottom 2.60 C18
C10 T1‐Story1 k40 Top 9.97 C18
C10 T1‐Story1 k40 Bottom 9.97 C18
C11 T1‐Story1 k40 Top 5.63 C18
C11 T1‐Story1 k40 Bottom 5.63 C18
C12 T1‐Story1 k40 Top 2.89 C04
C12 T1‐Story1 k40 Bottom 2.89 C04
C13 T1‐Story1 k40 Top 3.54 C04
C13 T1‐Story1 k40 Bottom 3.54 C04
C14 T1‐Story1 k40 Top 4.06 C04
C14 T1‐Story1 k40 Bottom 4.06 C04
C15 T1‐Story1 k40 Top 4.54 C04
C15 T1‐Story1 k40 Bottom 4.54 C04
C16 T1‐Story1 k40 Top 4.96 C04
C16 T1‐Story1 k40 Bottom 4.96 C04
C17 T1‐Story1 k40 Top 8.64 C17
C17 T1‐Story1 k40 Bottom 8.64 C17
C19 T1‐Story1 k40 Top 1.82 C18
C19 T1‐Story1 k40 Bottom 1.82 C18
C20 T1‐Story1 K40/60 Top 0.83 C18
C20 T1‐Story1 K40/60 Bottom 0.83 C18
C22 T1‐Story1 K40/60 Top 2.43 C14
C22 T1‐Story1 K40/60 Bottom 2.43 C14
C23 T1‐Story1 K40/60 Top 2.71 C14
C23 T1‐Story1 K40/60 Bottom 2.71 C14
C24 T1‐Story1 K40/60 Top 3.01 C14
C24 T1‐Story1 K40/60 Bottom 3.01 C14
C26 T1‐Story1 K40/60 Top 6.90 C12
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C26 T1‐Story1 K40/60 Bottom 6.90 C12
C28 T1‐Story1 K40/60 Top 3.78 C18
C28 T1‐Story1 K40/60 Bottom 3.78 C18
C29 T1‐Story1 K40/60 Top 0.87 C18
C29 T1‐Story1 K40/60 Bottom 0.87 C18
C31 T1‐Story1 K40/60 Top 2.58 C11
C31 T1‐Story1 K40/60 Bottom 2.58 C11
C32 T1‐Story1 K40/60 Top 2.82 C12
C32 T1‐Story1 K40/60 Bottom 2.82 C12
C33 T1‐Story1 K40/60 Top 3.11 C12
C33 T1‐Story1 K40/60 Bottom 3.11 C12
C35 T1‐Story1 K40/60 Top 6.65 C14
C35 T1‐Story1 K40/60 Bottom 6.65 C14
C37 T1‐Story1 k40 Top 5.48 C18
C37 T1‐Story1 k40 Bottom 5.48 C18
C38 T1‐Story1 k40 Top 5.77 C18
C38 T1‐Story1 k40 Bottom 5.77 C18
C39 T1‐Story1 k40 Top 2.95 C06
C39 T1‐Story1 k40 Bottom 2.95 C06
C40 T1‐Story1 k40 Top 3.67 C06
C40 T1‐Story1 k40 Bottom 3.67 C06
C41 T1‐Story1 k40 Top 4.19 C06
C41 T1‐Story1 k40 Bottom 4.19 C06
C42 T1‐Story1 k40 Top 4.68 C06
C42 T1‐Story1 k40 Bottom 4.68 C06
C43 T1‐Story1 k40 Top 5.09 C06
C43 T1‐Story1 k40 Bottom 5.09 C06
C44 T1‐Story1 k40 Top 7.10 C18
C44 T1‐Story1 k40 Bottom 7.10 C18
C46 T1‐Story1 k40 Top 7.49 C18
C46 T1‐Story1 k40 Bottom 7.49 C18
C48 T1‐Story1 k40 Top 8.25 C18
C48 T1‐Story1 k40 Bottom 8.25 C18
C50 T1‐Story1 k40 Top 8.22 C18
C50 T1‐Story1 k40 Bottom 8.22 C18
C52 T1‐Story1 k40 Top 7.42 C18
C52 T1‐Story1 k40 Bottom 7.42 C18
C66 T1‐Story1 k40 Top 9.79 C18
C66 T1‐Story1 k40 Bottom 9.79 C18
C68 T1‐Story1 k40 Top 3.76
C68 T1‐Story1 k40 Bottom 3.76
C70 T1‐Story1 k40 Top 3.80
C70 T1‐Story1 k40 Bottom 3.80
C72 T1‐Story1 k40 Top 8.37 C18
C72 T1‐Story1 k40 Bottom 8.37 C18
C81 T1‐Story1 k40 Top 8.07 C18
C81 T1‐Story1 k40 Bottom 8.07 C18
C82 T1‐Story1 k40 Top 7.44 C18
C82 T1‐Story1 k40 Bottom 7.44 C18
C83 T1‐Story1 k40 Top 7.41 C18
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C83 T1‐Story1 k40 Bottom 7.41 C18
C84 T1‐Story1 k40 Top 7.80 C18
C84 T1‐Story1 k40 Bottom 7.80 C18
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Values
Row Labels Max of V Major Max of V Minor
k40 9.97 9.29
K40/60 6.9 4.69
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COLUMN CONCRETE DESIGNINPUT DATA
Pembesian
Tumpuan AB
MAB = 12.40 TM Kesimpulan :
NA = 65.44 T Dimensi kolom 40 x 40 cm
D = 9.97 T Tulangan utama 8 D 16
L = 3 M (Lk) Sengkang d 10 ‐ 150
Check conditon = …………….ok
K = 250 → n = 20 kg/cm² (PBI, hal. 132)U = 39 → σa = 2250 kg/cm² (PBI, hal. 103)
Ø utama = 16 mmØ sengkang = 10 mm
d = 36.9 cm
b = 40 cm
h = 40 cm
eo1 = M = 12.40 = 0.189 m
N 65.44
eo2 = 1/30 h = 0.01 m > 0.02
eo = eo1 + eo2
= 0.189 + 0.020
= 0.209 m
eo/ht = 0.524
C = 6.920 dari tabel PBI hal. 113
e1 = C x ² x h
100 h
= 6.920 x ² x 0.4
100 0.4
= 0.02 m
e2 = 0.150 h = 0.15 0.4 = 0.06
e = eo + e1 + e2
= 0.209 + 0.016 + 0.06
= 0.285 m
ea = e + 0.5 ht + d
= 0.285 + 0.5 0.4 + 0.033
= 0.518 m
N x ea = 6 5. 4 0. 51 8
= 33.902 tm
Ca = d = 36.9
n N ea 20 33901.62
b σa 0.4 2250
= 1.344 m
Øo =
n σ b → σ b = PBI hal.105
= 1.250
20 90
δ = 1 - ⅞ h/ea
= 1 - 0.6232
= 0 .3768 → 0.30 600 3.00 4
ca = 1.344 dan δ = 0.40 1344
dari tabel lentur "n" diperoleh :
Lk
3
σa
2250
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ξ = 0.650
Ø = 2.922 > Øo = 1.250 …………….ok
100 nw = 8.28
ea/h = 1.40
i =
1 - ξ h/ea
=
1 - 0.650 0.71 1 - 0.885 0.71
= 1.8621
Reinforcement
i A = w b d
= 40 36.9
100 20
A = 6.113
1.862
A = 3.28 cm²
TULANGAN TARIK = 2 Ø 16
A' = δ i A= 0.40 1.86 3.28
= 2.45 cm²
TULANGAN TEKAN = 2 Ø 16
A tot = 4 Ø 16
= 6 cm² ………… (1)
1
1 1
8.283
Cek Tulangan minimum
A min = 1% b d
= 0.01 40 40
= 16 cm² ………… (2)
Tul. Total = A + A' > A min
= 5.73 < 16 → no ok
A pakai = 16 cm²
= 8 Ø 16
TULANGAN GESER
D = 9970 kg
τ b = = 9970
b z 40 ⅞ 36.9
= 7.72 kg/cm² < τ b izin = 8 kg/cm²
τ b = As σau σau = 3390 kg/cm²
s b (PBI, hal.106)
Ø sengk = 10 mm
s = As σau
τ b b τ b = Pengurangan tegangan izin dengan tegangan yang terjadi
= 1.5708 3390
7.72 40
= 17.245 cm < s min = 15 cm
S pakai = 15 cm = 150 cm
D
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COLUMN CONCRETE DESIGNINPUT DATA
Pembesian
Tumpuan AB
MAB = 19.26 TM Kesimpulan :
NA = 71.47 T Dimensi kolom 40 x 60 cm
D = 9.97 T Tulangan utama 12 D 16
L = 4 M (Lk) Sengkang d 10 ‐ 150
Check conditon = …………….ok
K = 250 → n = 20 kg/cm² (PBI, hal. 132)U = 39 → σa = 2250 kg/cm² (PBI, hal. 103)
Ø utama = 16 mmØ sengkang = 10 mm
d = 56.9 cm
b = 40 cm
h = 60 cm
eo1 = M = 19.26 = 0.269 m
N 71.47
eo2 = 1/30 h = 0.02 m > 0.02
eo = eo1 + eo2
= 0.269 + 0.020
= 0.289 m
eo/ht = 0.482
C = 6.890 dari tabel PBI hal. 113
e1 = C x ² x h
100 h
= 6.890 x ² x 0.6
100 0.6
= 0.02 m
e2 = 0.150 h = 0.15 0.6 = 0.09
e = eo + e1 + e2
= 0.289 + 0.018 + 0.09
= 0.398 m
ea = e + 0.5 ht + d
= 0.398 + 0.5 0.6 + 0.033
= 0.731 m
N x ea = 7 1. 5 0. 73 1
= 52.234 tm
Ca = d = 56.9
n N ea 20 52234.35
b σa 0.4 2250
= 1.670 m
Øo =
n σ b → σ b = PBI hal.105
= 1.250
20 90
δ = 1 - ⅞ h/ea
= 1 - 0.6812
= 0 .3188 → 0.30 600 3.00 4
ca = 1.670 dan δ = 0.40 1670
dari tabel lentur "n" diperoleh :
Lk
4
σa
2250
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ξ = 0.650
Ø = 2.922 > Øo = 1.250 …………….ok
100 nw = 8.28
ea/h = 1.28
i =
1 - ξ h/ea
=
1 - 0.650 0.78 1 - 0.885 0.78
= 2.0245
Reinforcement
i A = w b d
= 40 56.9
100 20
A = 9.426
2.024
A = 4.66 cm²
TULANGAN TARIK = 3 Ø 16
A' = δ i A= 0.40 2.02 4.66
= 3.77 cm²
TULANGAN TEKAN = 2 Ø 16
A tot = 5 Ø 16
= 8 cm² ………… (1)
1
1 1
8.283
Cek Tulangan minimum
A min = 1% b d
= 0.01 40 60
= 24 cm² ………… (2)
Tul. Total = A + A' > A min
= 8.43 < 24 → no ok
A pakai = 24 cm²
= 12 Ø 16
TULANGAN GESER
D = 9970 kg
τ b = = 9970
b z 40 ⅞ 56.9
= 5.01 kg/cm² < τ b izin = 8 kg/cm²
τ b = As σau σau = 3390 kg/cm²
s b (PBI, hal.106)
Ø sengk = 10 mm
s = As σau
τ b b τ b = Pengurangan tegangan izin dengan tegangan yang terjadi
= 1.5708 3390
5.01 40
= 26.592 cm < s min = 15 cm
S pakai = 15 cm = 150 cm
D
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PERHITUNGAN
PONDASI
Standard dan Spesifikasi :
1. Pondasi yang digunakan adalah Tiang Pancang
2. Type Tiang Pancang : Mini Pile
2. Ukuran Pile 25 x 25 cm
3. Working Load : 40 Ton
4. Mutu Beton : K-450
5. System pemancangan : Diesel Hammer or Hydraulick Hammer
6. Kedalaman -min. 6m
6
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A B C D E F G H
1
2
3
4
5
6
7
8
9
10
11
4
Fz = 36.67
9
Fz = 17.31
10
Fz = 25.86
11
Fz = 19.87
12
Fz = 25.07
13
Fz = 23.82
14
Fz = 24.14
15
Fz = 23.8
16
Fz = 24.87
17
Fz = 23.56
19
Fz = 9.36
21
Fz = 56.69
22
Fz = 49.88
23
Fz = 49.56
24
Fz = 49.66
25
Fz = 51.94
26
Fz = 25.95
28
Fz = 10.8
30
Fz = 32.59
31
Fz = 56.56
32
Fz = 50.03
33
Fz = 49.88
34
Fz = 49.88
35
Fz = 51.63
36
Fz = 26.27
37
Fz = 17.34
38
Fz = 27.2
39
Fz = 20.73
40
Fz = 24.72
41
Fz = 23.84
42
Fz = 24.01
43
Fz = 23.87
44
Fz = 24.94
45
Fz = 23.2
46
Fz = 18.63
47
Fz = 35.07
48
Fz = 18.84
49
Fz = 51.77
50
Fz = 18.85
51
Fz = 51.83
52
Fz = 18.8
53
Fz = 33.24
57
Fz = 5.74
58
Fz = 4.71
59
Fz = 14.89
60
Fz = 12.37
61
Fz = 14.56
62
Fz = 11.82
63
Fz = 15.98
64
Fz = 12.91
65
Fz = 14.73 66
Fz = 11.92
67
Fz = 16.14
68
Fz = 15.06
106
Fz = 4.67
107
Fz = 5.75
108
Fz = 14.94
109
Fz = 12.37
110
Fz = 14.6
111
Fz = 11.81
112
Fz = 16
113
Fz = 12.89
114
Fz = 14.75115
Fz = 11.9
116
Fz = 15.05
121
Fz = 32.93
228
Fz = 16.32
271
Fz = 19.68
272
Fz = 40.84
273
Fz = 40.96
274
Fz = 17.6
163
Fz = 26.09
342
Fz = 25.51
348
Fz = 25.51
353
Fz = 26.28
365
Fz = 36.67
367
Fz = 38.58
369
Fz = 17.72
371
Fz = 38.63
373
Fz = 17.66
1 6 . 2
0 5 ( m )
4 ( m )
6 ( m )
6 ( m )
6 ( m )
6 ( m )
6 ( m )
6 ( m
)
6 ( m )
4 ( m )
4 (m) 6 (m) 6 (m) 6 (m) 6 (m) 6 (m) 4 (m)
X
Y
ETABS 2015 15.0.0
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INPUT
MATERIAL
Kuat tekan beton, f c' = 20.75 MPa
Kuat leleh baja tulangan deform ( Ø > 12 mm ), f y = 400 MPa
Kuat leleh baja tulangan polos ( Ø ≤ 12 mm ), f y = 240 MPa
Berat beton bertulang, wc = 24 kN/m3
P axial pancang = 40 T
INPUT PILE
Ukuran tiang pancang 25 cm
Tebal tanah diatas pile cap 0.6 m
Jarak tiang pancang tepi terhadap sisi luar beton 0.4 m
Jarak antar tiang pancang 0.75 m
Berat beton bertulang, 24.00 kN/m3
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Daya dukung fondasi : 40 T
Conclusion :
N P max (T) M
(TM)
P (T) Mmax (TM)
m n E P design
1 19.87 0 17.66 0 1 1 1.00 40
2 56.69 0 0 0 1 2 0.99 39.7
TABLE: J TABLE: Joint Reactions
Story Joint Uniqe Combo FX FY FZ MX MY MZ Jml Tia ng T. Rencana
tonf tonf tonf tonf‐m tonf‐m tonf‐m n nT1‐Base 2 373 FOOTING 0.36 0.25 17.66 0.00 0.00 0.00 0.5 1
T1‐Base 3 371 FOOTING 0.03 0.51 38.63 0.00 0.00 0.00 1.0 2
T1‐Base 4 4 FOOTING 0.00 0.52 36.67 0.00 0.00 0.00 1.0 2
T1‐Base 5 365 FOOTING 0.00 0.52 36.67 0.00 0.00 0.00 1.0 2
T1‐Base 6 367 FOOTING ‐0.03 0.51 38.58 0.00 0.00 0.00 1.0 2
T1‐Base 7 369 FOOTING ‐0.36 0.24 17.72 0.00 0.00 0.00 0.5 1
T1‐Base 9 9 FOOTING ‐0.24 0.76 17.31 0.00 0.00 0.00 0.5 1
T1‐Base 10 10 FOOTING 0.16 ‐0.24 25.86 0.00 0.00 0.00 0.8 2
T1‐Base 11 11 FOOTING ‐0.52 0.37 19.87 0.00 0.00 0.00 0.5 1
T1‐Base 12 12 FOOTING ‐1.60 ‐0.03 25.07 0.00 0.00 0.00 0.8 2
T1‐Base 13 13 FOOTING ‐1.64 ‐0.01 23.82 0.00 0.00 0.00 0.8 2
T1‐Base 14 14 FOOTING ‐1.63 ‐0.01 24.14 0.00 0.00 0.00 0.8 2
T1‐Base 15 15 FOOTING ‐1.63 ‐0.02 23.80 0.00 0.00 0.00 0.8 2
T1‐Base 16 16 FOOTING ‐1.61 ‐0.02 24.87 0.00 0.00 0.00 0.8 2
T1‐Base 17 17 FOOTING ‐0.68 ‐0.70 23.56 0.00 0.00 0.00 0.8 2
T1‐Base 19 19 FOOTING
‐0.88 0.91 9.36 0.00 0.00 0.00 0.3 1
T1‐Base 20 121 FOOTING ‐0.43 ‐0.98 32.93 0.00 0.00 0.00 1.0 2
T1‐Base 21 21 FOOTING 2.02 ‐0.03 56.69 0.00 0.00 0.00 1.5 2
T1‐Base 22 22 FOOTING 2.02 ‐0.01 49.88 0.00 0.00 0.00 1.3 2
T1‐Base 23 23 FOOTING 2.00 0.00 49.56 0.00 0.00 0.00 1.3 2
T1‐Base 24 24 FOOTING 2.01 0.00 49.66 0.00 0.00 0.00 1.3 2
T1‐Base 25 25 FOOTING 1.99 0.06 51.94 0.00 0.00 0.00 1.5 2
T1‐Base 26 26 FOOTING ‐0.24 ‐0.76 25.95 0.00 0.00 0.00 0.8 2
T1‐Base 28 28 FOOTING 1.50 1.14 10.80 0.00 0.00 0.00 0.5 1
T1‐Base 29 30 FOOTING 0.42 ‐0.94 32.59 0.00 0.00 0.00 1.0 2
T1‐Base 30 31 FOOTING ‐2.11 ‐0.06 56.56 0.00 0.00 0.00 1.5 2
T1‐Base 31 32 FOOTING ‐2.20 0.00 50.03 0.00 0.00 0.00 1.5 2
T1‐Base 32 33 FOOTING ‐2.18 0.00 49.88 0.00 0.00 0.00 1.3 2
T1‐Base 33 34 FOOTING ‐2.19 ‐0.01 49.88 0.00 0.00 0.00 1.3 2
T1‐Base 34 35 FOOTING ‐2.14 0.07 51.63 0.00 0.00 0.00 1.5 2
T1‐Base 35 36 FOOTING 0.24
‐0.76 26.27 0.00 0.00 0.00 0.8 2
T1‐Base 36 37 FOOTING 0.22 0.77 17.34 0.00 0.00 0.00 0.5 1
T1‐Base 37 38 FOOTING ‐0.09 ‐0.20 27.20 0.00 0.00 0.00 0.8 2
T1‐Base 38 39 FOOTING 0.55 0.11 20.73 0.00 0.00 0.00 0.8 2
T1‐Base 39 40 FOOTING 1.67 ‐0.02 24.72 0.00 0.00 0.00 0.8 2
T1‐Base 40 41 FOOTING 1.79 0.00 23.84 0.00 0.00 0.00 0.8 2
T1‐Base 41 42 FOOTING 1.79 0.00 24.01 0.00 0.00 0.00 0.8 2
T1‐Base 42 43 FOOTING 1.79 ‐0.01 23.87 0.00 0.00 0.00 0.8 2
T1‐Base 43 44 FOOTING 1.75 ‐0.02 24.94 0.00 0.00 0.00 0.8 2
T1‐Base 44 45 FOOTING 0.75 ‐0.72 23.20 0.00 0.00 0.00 0.8 2
T1‐Base 45 46 FOOTING ‐0.07 1.01 18.63 0.00 0.00 0.00 0.5 1
T1‐Base 46 47 FOOTING 0.41 ‐0.38 35.07 0.00 0.00 0.00 1.0 2
T1‐Base 47 48 FOOTING 0.00 1.08 18.84 0.00 0.00 0.00 0.5 1
T1‐Base 48 49 FOOTING ‐0.27 ‐0.62 51.77 0.00 0.00 0.00 1.5 2
T1‐Base 49 50 FOOTING ‐0.02 1.07 18.85 0.00 0.00 0.00 0.5 1
T1‐Base 50 51 FOOTING 0.24 ‐0.63 51.83 0.00 0.00 0.00 1.5 2
T1‐Base 51 52 FOOTING 0.05 1.03 18.80 0.00 0.00 0.00 0.5 1
T1‐Base 52 53 FOOTING ‐0.43 ‐0.53 33.24 0.00 0.00 0.00 1.0 2
T1‐Base 163 57 FOOTING ‐1.32 0.24 5.74 0.00 0.00 0.00 0.3 1
T1‐Base 164 58 FOOTING ‐3.99 ‐0.53 4.71 0.00 0.00 0.00 0.3 1
T1‐Base 60 59 FOOTING 0.39 0.11 14.89 0.00 0.00 0.00 0.5 1
T1‐Base 61 60 FOOTING ‐0.16 0.18 12.37 0.00 0.00 0.00 0.5 1
T1‐Base 62 61 FOOTING 0.46 0.68 14.56 0.00 0.00 0.00 0.5 1
T1‐Base 63 62 FOOTING ‐0.35 0.30 11.82 0.00 0.00 0.00 0.5 1
T1‐Base 64 63 FOOTING 4.02 0.23 15.98 0.00 0.00 0.00 0.5 1
T1‐Base 65 64 FOOTING 1.10 ‐0.21 12.91 0.00 0.00 0.00 0.5 1
T1‐Base 66 65 FOOTING 0.17 ‐0.14 14.73 0.00 0.00 0.00 0.5 1
T1‐Base 67 66 FOOTING ‐0.12 0.07 11.92 0.00 0.00 0.00 0.5 1
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TABLE:
J TABLE:
Joint
Reactions
Story Joint Uniqe Combo FX FY FZ MX MY MZ Jml
Tia ng T.
Rencana
tonf tonf tonf tonf‐m tonf‐m tonf‐m n n
T1‐Base 68 67 FOOTING 0.38 0.02 16.14 0.00 0.00 0.00 0.5 1
T1‐Base 69 68 FOOTING 0.28 0.29 15.06 0.00 0.00 0.00 0.5 1
T1‐Base 59 108 FOOTING ‐0.43 0.15 14.94 0.00 0.00 0.00 0.5 1
T1‐Base 71 109 FOOTING 0.12 0.19 12.37 0.00 0.00 0.00 0.5 1
T1‐Base 73 110 FOOTING ‐0.48 0.75 14.60 0.00 0.00 0.00 0.5 1
T1‐Base 75 111 FOOTING 0.30 0.31 11.81 0.00 0.00 0.00 0.5 1
T1‐Base 77 112 FOOTING ‐3.98 0.29 16.00 0.00 0.00 0.00 0.5 1
T1‐Base 79 113 FOOTING ‐1.16 ‐0.21 12.89 0.00 0.00 0.00 0.5 1
T1‐Base 81 114 FOOTING ‐0.21 ‐0.13 14.75 0.00 0.00 0.00 0.5 1
T1‐Base 83 115 FOOTING 0.09 0.07 11.90 0.00 0.00 0.00 0.5 1
T1‐Base 85 228 FOOTING ‐0.46 0.04 16.32 0.00 0.00 0.00 0.5 1
T1‐Base 87 116 FOOTING ‐0.31 0.29 15.05 0.00 0.00 0.00 0.5 1
T1‐Base 113 106 FOOTING 3.77 ‐0.58 4.67 0.00 0.00 0.00 0.3 1
T1‐Base 114 107 FOOTING 1.47 0.17 5.75 0.00 0.00 0.00 0.3 1
T1‐Base 115 271 FOOTING 0.20 ‐0.48 19.68 0.00 0.00 0.00 0.5 1
T1‐Base 122 272 FOOTING 0.05 ‐0.25 40.84 0.00 0.00 0.00 1.3 2
T1‐Base 165 273 FOOTING ‐0.06 ‐0.24 40.96 0.00 0.00 0.00 1.3 2
T1‐Base 172 274 FOOTING ‐0.38 ‐0.01 17.60 0.00 0.00 0.00 0.5 1
T1‐Base 272 163 FOOTING 0.04 ‐1.18 26.09 0.00 0.00 0.00 0.8 2
T1‐Base 273 342 FOOTING 0.02 ‐1.18 25.51 0.00 0.00 0.00 0.8 2
T1‐Base 274 348 FOOTING ‐0.02 ‐1.18 25.51 0.00 0.00 0.00 0.8 2
T1‐Base 275 353 FOOTING
‐0.03
‐1.19 26.28 0.00 0.00 0.00 0.8 2
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KODE FONDASI : F1
Kesimpulan : Dimensi 0.8 x 0.8 x 0.4 M
Tul. Utama D13-170
Tul. Bagi D13-200
DATA BAHAN PILECAPKuat tekan beton, f c' = 20.75 MPa
,y a
Kuat leleh baja tulangan polos ( ≤ 12 mm ), f y = 240 MPa
Berat beton bertulang, wc = 24 kN/m3
DATA DIMENSI FONDASI
Lebar kolom arah x, bx = 0.40 m
= , y .
Tebal pilecap, h = 0.40 m
Jarak tiang pancang tepi terhadap sisi luar beton, a = 0.40 m
Tebal tanah di atas pilecap, z = 0.60 m
Berat volume tanah di atas pilecap, ws = 18.00 kN/m
Posisi kolom (dalam = 40, tepi = 30, sudut = 20) s = 40
DATA BEBAN FONDASI
Gaya aksial kolom akibat beban terfaktor, Puk = 17.66 T
. ux .
Momen arah y akibat beban terfaktor. Muy = 0.00 TM
Gaya lateral arah x akibat beban terfaktor, Hux = 0.00 T
Gaya lateral arah y akibat beban terfaktor, Huy = 0.00 T
Tahanan aksial tiang pancang, * Pn = 40.00 T
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Tahanan lateral tiang pancang, * Hn = 0.00 kN
DATA SUSUNAN TIANG PANCANG
Susunan tiang pancang arah x : Susunan tiang pancang arah y :
No. Jumlah x n * x2
No. Jumlah y n * y2
n (m) (m2) n (m) (m
2)
1 0 0.00 0.00 1 0 0.00 0.00
2 1 0.00 0.00 2 1 0.00 0.00
3 0 0.00 0.00 3 0 0.00 0.00
= 1 x2 = 0.00 n = 1 y
2 = 0.00
Lebar pilecap arah x, Lx = 0.80 m
Lebar pilecap arah y, Ly = 0.80 m
.
Berat tanah di atas pilecap, Ws = Lx * Ly * z * ws = 6.91 kN
Berat pilecap, Wc = Lx * Ly * h * wc = 6.14 kN
Total gaya aksial terfaktor, Pu = Puk + 1.2 * Ws + 1.2 * Wc = 192.27 kN
Lengan maksimum tiang pancang arah x thd. pusat, xmax = 0.00 m
Lengan maksimum tiang pancang arah y thd. pusat, ymax = 0.00 m
Lengan minimum tiang pancang arah x thd. pusat, xmin = 0.00 m
Lengan minimum tiang pancang arah y thd. pusat, ymin = 0.00 m
Gaya aksial maksimum dan minimum pada tiang pancang,
pumax = Pu / n + Mux* xmax / x + Muy* ymax / y = 192.27 kNpumin = Pu / n + Mux* xmin / x + Muy* ymin / y = 192.27 kN
Syarat : pumax ≤ * Pn
192.27 < 400.00 → AMAN (OK)
2. GAYA LATERAL PADA TIANG PANCANG
Gaya lateral arah x pada tiang, hux = Hux / n = 0.00 kN
Gaya lateral arah y pada tiang, huy = Huy / n = 0.00 kN
Gaya lateral kombinasi dua arah, humax = ( hux + huy ) = 0.00 kN
Syarat : humax ≤ * Hn
. .
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3. TINJAUAN GESER ARAH X
Jarak pusat tulangan terhadap sisi luar beton, d' = 0.100 m
Tebal efektif ileca d = h - d' = 0.300 m
Jarak bid. kritis terhadap sisi luar, cx = ( Lx - bx - d ) / 2 = 0.050 m
Berat beton, W1 = cx * Ly * h * wc = 0.384 kN
Berat tanah, W2 = cx * Ly * z * ws = 0.432 kN
Gaya geser arah x, Vux = pumax - W1 - W2 = 191.4512 kN
Lebar bidang geser untuk tinjauan arah x, b = Ly = 800 mmTebal efektif pilecap, d = 300 mm
Rasio sisi panjang thd. sisi pendek kolom, c = bx / by = 1.0000
Kuat geser pilecap arah x, diambil nilai terkecil dari Vc yang diperoleh dari pers.sbb. :
Vc = [ 1 + 2 / c ] * √ f c' * b * d / 6 * 10-
= 546.626 kN
Vc = [ s * d / b + 2 ] * √ f c' * b * d / 12 * 10-
= 1548.774 kN-
c = c = . 7
Diambil, kuat geser pilecap, Vc = 364.417 kN
Faktor reduksi kekuatan geser, = 0.75
Kuat geser pilecap, Vc = 273.313 kN
Syarat yang harus dipenuhi,
c ux
273.313 > 191.451 AMAN (OK)
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4. TINJAUAN GESER ARAH Y
Jarak usat tulan an terhada sisi luar beton d' = 0.100 m
Tebal efektif pilecap, d = h - d' = 0.300 m
Jarak bid. kritis terhadap sisi luar, cy = ( Ly - by - d ) / 2 = 0.050 m
Berat beton, W1 = cy * Lx * h * wc = 0.384 kN
Berat tanah, W2 = cy * Lx * z * ws = 0.432 kN
Gaya geser arah y, Vuy = pumax - W1 - W2 = 191.4512 kNLebar bidang geser untuk tinjauan arah y, b = Lx = 800 mm
Tebal efektif pilecap, d = 300 mm
Rasio sisi panjang thd. sisi pendek kolom, c = bx / by = 1.0000
Kuat geser pilecap arah y, diambil nilai terkecil dari Vc yang diperoleh dari pers.sbb. :
Vc = [ 1 + 2 / c ] * √ f c' * b * d / 6 * 10-
= 546.626 kN-
c = s + c = 5 .77
Vc = 1 / 3 * √ f c' * b * d * 10-
= 364.417 kN
Diambil, kuat geser pilecap, Vc = 364.417 kN
Faktor reduksi kekuatan geser, = 0.75
Kuat geser pilecap, Vc = 273.313 kN
,
Vc ≥ Vux
273.313 > 191.451 AMAN (OK)
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5. TINJAUAN GESER DUA ARAH (PONS)
Jarak pusat tulangan terhadap sisi luar beton, d' = 0.100 m
Tebal efektif pilecap, d = h - d' = 0.300 m
Lebar bidang geser pons arah x, Bx = bx + d = 0.700 m
Lebar bidang geser pons arah y, By = by + d = 0.700 mGaya geser pons akibat beban terfaktor pada kolom, Puk = 176.600 kN
Luas bidang geser pons, Ap = 2 * ( Bx + By ) * d = 0.840 m
Lebar bidang geser pons, bp = 2 * ( Bx + By ) = 2.800 m
Rasio sisi panjang thd. sisi pendek kolom, c = bx / by = 1.0000
Tegangan geser pons, diambil nilai terkecil dari f p yang diperoleh dari pers.sbb. :
p = + c c = . 7 a
f p = [ s * d / bp + 2 ] * √ f c' / 12 = 2.386 MPa
f p = 1 / 3 * √ f c' = 1.518 MPa
Tegangan geser pons yang disyaratkan, f p = 1.518 MPa
Faktor reduksi kekuatan geser pons, = 0.75
* * * * , np p p .
Syarat : * Vnp ≥ Puk
956.596 > 176.600 AMAN (OK)
7/21/2019 (LPS-2) GOR ACEH BESAR 10 12 2015.pdf
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6. PEMBESIAN PILECAP
6.1. TULANGAN LENTUR ARAH X
Jarak tepi kolom terhadap sisi luar pilecap, cx = ( Lx - bx ) / 2 = 0.200 m
Jarak tiang thd. sisi kolom, ex = cx - a = -0.200 m
Berat beton, W1 = cx * Ly * h * wc = 1.536 kN
Berat tanah, W2 = cx * Ly * z * ws = 1.728 kNMomen yang terjadi pada pilecap,
Mux = 3 * pumax * ex - W1 * cx / 2 - W2 * cx / 2 = -115.687 kNm
Lebar pilecap yang ditinjau, b = Ly = 800 mm
Tebal pilecap, h = 400 mm
Jarak pusat tulangan thd. sisi luar beton, d' = 100 mm
Tebal efektif plat, d = h - d' = 300 mm
Kuat tekan beton, f c' = 21 MPa
Kuat leleh baja tulangan, f y = 400 MPa
Modulus elastis baja, Es = 2.00E+05 MPa
Faktor distribusi teg. beton, 1 = 0.85
* * ’ *b 1 . c y y .
Faktor reduksi kekuatan lentur, = 0.80
Rmax = 0.75 * b * f y * [1-½*0.75* b * f y / ( 0.85 * f c’ ) ] = 5.456
Mn = Mux / = -144.608 kNm
Rn = Mn * 10 / ( b * d ) = -2.00845
7/21/2019 (LPS-2) GOR ACEH BESAR 10 12 2015.pdf
http://slidepdf.com/reader/full/lps-2-gor-aceh-besar-10-12-2015pdf 95/104
Rn < Rmax (OK)
7/21/2019 (LPS-2) GOR ACEH BESAR 10 12 2015.pdf
http://slidepdf.com/reader/full/lps-2-gor-aceh-besar-10-12-2015pdf 96/104
Rasio tulangan yang diperlukan,
= 0.85 * f c’ / f y * [ 1 - {1 – 2 * Rn / ( 0.85 * f c’ ) } ] = -0.0048
Rasio tulangan minimum, min = 0.0025
Rasio tulangan yang digunakan,
= 0.0025
Luas tulangan yang diperlukan, As = * b * d = 600.00 mm
Diameter tulangan yang digunakan, D 13 mmJarak tulangan yang diperlukan, s = / 4 * D * b / As = 177 mm
ara u angan ma s mum, max mm
Jarak tulangan yang digunakan, s = 177 mm
Digunakan tulangan, D 13 - 170
Luas tulangan terpakai, As = / 4 * D * b / s = 624.62 mm2
. .
Jarak tepi kolom terhadap sisi luar pilecap, cy = ( Ly - by ) / 2 = 0.200 m
ara t ang t . s s o om, ey = cy - a = - . m
Berat beton, W1 = cy * Lx * h * wc = 1.536 kN
Berat tanah, W2 = cy * Lx * z * ws = 1.728 kN
Momen yang terjadi pada pilecap,
Muy = 3 * pumax * ey - W1 * cy / 2 - W2 * cy / 2 = -115.687 kNm
, x
Tebal pilecap, h = 400 mm
Jarak pusat tulangan thd. sisi luar beton, d' = 100 mm
Tebal efektif plat, d = h - d' = 300 mm
Kuat tekan beton, f c' = 21 MPa
7/21/2019 (LPS-2) GOR ACEH BESAR 10 12 2015.pdf
http://slidepdf.com/reader/full/lps-2-gor-aceh-besar-10-12-2015pdf 97/104
Kuat leleh baja tulangan, f y = 400 MPa
Modulus elastis baja, Es = 2.00E+05 MPa
Faktor distribusi teg. beton, 1 = 0.85
b = 1* 0.85 * f c’/ f y * 600 / ( 600 + f y ) = 0.02248781
Faktor reduksi kekuatan lentur, = 0.80
Rmax = 0.75 * b * f y * [1-½*0.75* b * f y / ( 0.85 * f c’ ) ] = 5.456Mn = Muy / = -144.608 kNm
* *
n n - .
Rn < Rmax (OK)
Rasio tulangan yang diperlukan,
= 0.85 * f c’ / f y * [ 1 - {1 – 2 * Rn / ( 0.85 * f c’ ) } ] = -0.0048
Rasio tulangan minimum, min = 0.0025
= , .
Luas tulangan yang diperlukan, As = * b * d = 600.00 mm
Diameter tulangan yang digunakan, D 13 mm
Jarak tulangan yang diperlukan, s = / 4 * D * b / As = 177 mm
Jarak tulangan maksimum, smax = 200 mm
Jarak tulangan yang digunakan, s = 177 mm
Digunakan tulangan, D 13 - 170
Luas tulangan terpakai, As = / 4 * D * b / s = 624.62 mm2
3. TULANGAN SUSUT
Rasio tulangan susut minimum, smin = 0.0014
Luas tulangan susut arah x, Asx = smin* b * d = 336 mm
Luas tulangan susut arah y, Asy = smin* b * d = 336 mm
Diameter tulangan yang digunakan,
13 mm
Jarak tulangan susut arah x, sx = / 4 * * b / Asx = 316 mm
ara tu angan susut ma s mum ara x, sx,max = mm
Jarak tulangan susut arah x yang digunakan, sx = 200 mm
Jarak tulangan susut arah y, sy = / 4 * * b / Asy = 316 mm
Jarak tulangan susut maksimum arah y, sy,max = 200 mm
Jarak tulangan susut arah y yang digunakan, sy = 200 mm
, -
Digunakan tulangan susut arah y, 13 - 200
7/21/2019 (LPS-2) GOR ACEH BESAR 10 12 2015.pdf
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PERHITUNGAN KEKUATAN FONDASI
KODE FONDASI : F2
Kesimpulan : Dimensi 1.55 x 0.8 x 0.5 M
Tul. Utama D13-120
Tul. Bagi D13-200
DATA BAHAN PILECAP
Kuat tekan beton, f c' = 20.75 MPa
Kuat leleh baja tulangan deform ( > 12 mm ), f y = 400 MPa
Kuat leleh baja tulangan polos ( ≤ 12 mm ), f y = 240 MPa3
Berat beton bertulang, wc = 24 m
DATA DIMENSI FONDASILebar kolom arah x, bx = 0.40 m
Lebar kolom arah y, by = 0.40 m
Tebal pilecap, h = 0.50 m
ara ang pancang ep er a ap s s uar e on, . m
Tebal tanah di atas pilecap, z = 0.60 m
Berat volume tanah di atas pilecap, ws = 18.00 kN/m3
Posisi kolom (dalam = 40, tepi = 30, sudut = 20) s = 40
DATA BEBAN FONDASI
Gaya aksial kolom akibat beban terfaktor, Puk = 56.69 T
Momen arah x akibat beban terfaktor. Mux = 0.0 TM
Momen arah y akibat beban terfaktor. Muy = 0.00 TM
Gaya lateral arah x akibat beban terfaktor, Hux = 0.00 T
Gaya lateral arah y akibat beban terfaktor, Huy = 0.00 T
7/21/2019 (LPS-2) GOR ACEH BESAR 10 12 2015.pdf
http://slidepdf.com/reader/full/lps-2-gor-aceh-besar-10-12-2015pdf 99/104
Tahanan aksial tiang pancang, * Pn = 39.66 T
Tahanan lateral tiang pancang, * Hn = 0.00 T
DATA SUSUNAN TIANG PANCANG
Susunan tiang pancang arah x : Susunan tiang pancang arah y :
No. Jumlah x n * x2
No. Jumlah y n * y2
n (m) (m2) n (m) (m2)
1 1 0.375 0.14 1 1 0.00 0.00
2 1 -0.375 0.14
n = 2 x2 = 0.28 n = 1 y
2 = 0.00
Lebar pilecap arah x, Lx = 1.55 m
Lebar pilecap arah y, Ly = 0.80 m
7/21/2019 (LPS-2) GOR ACEH BESAR 10 12 2015.pdf
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1. GAYA AKSIAL PADA TIANG PANCANG
Berat tanah di atas pilecap, Ws = Lx * Ly * z * ws = 13.39 kN
Berat pilecap, Wc = Lx * Ly * h * wc = 14.88 kN
Total gaya aksial terfaktor, Pu = Puk + 1.2 * Ws + 1.2 * Wc = 600.83 kN
Lengan maksimum tiang pancang arah x thd. pusat, xmax = 0.38 mLengan minimum tiang pancang arah x thd. pusat, xmin = -0.38 m
Gaya aksial maksimum dan minimum pada tiang pancang,
pumax = Pu / n + Mux* xmax / x = 300.41 kN
pumin = Pu / n + Mux* xmin / x = 300.41 kN
Syarat : pumax ≤ * Pn
300.41 < 396.63 → AMAN (OK)
3. TINJAUAN TERHADAP GESER
Jarak pusat tulangan terhadap sisi luar beton, d' = 0.100 m
Tebal efektif pilecap, d = h - d' = 0.400 m
ara . r t s ter a ap s s uar, cx = x - x - = . 75 m
Berat beton, W1 = cx * Ly * h * wc = 3.600 kN
Berat tanah, W2 = cx * Ly * z * ws = 3.240 kN
Gaya geser arah x, Vux = pumax - W1 - W2 = 293.5732 kN
Lebar bidang geser untuk tinjauan arah x, b = Ly = 800 mm
,
Rasio sisi panjang thd. sisi pendek kolom, c = bx / by = 1.0000
Kuat geser pilecap arah x, diambil nilai terkecil dari Vc yang diperoleh dari pers.sbb. :
Vc = [ 1 + 2 / c ] * √ f c' * b * d / 6 * 10-
= 728.835 kN
Vc = [ s * d / b + 2 ] * √ f c' * b * d / 12 * 10-
= 2672.394 kN
7/21/2019 (LPS-2) GOR ACEH BESAR 10 12 2015.pdf
http://slidepdf.com/reader/full/lps-2-gor-aceh-besar-10-12-2015pdf 101/104
Vc = 1 / 3 * √ f c' * b * d * 10-
= 485.890 kN
Diambil, kuat geser pilecap, Vc = 485.890 kN
Faktor reduksi kekuatan geser, = 0.75
Kuat geser pilecap, Vc = 364.417 kN
Syarat yang harus dipenuhi,
Vc ≥ Vux
364.417 > ##### AMAN (OK)
7/21/2019 (LPS-2) GOR ACEH BESAR 10 12 2015.pdf
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6. PEMBESIAN PILECAP
= - = , x x x .
Jarak tiang thd. sisi kolom, ex = cx - a = 0.175 m
Berat beton, W1 = cx * Ly * h * wc = 5.520 kN
Berat tanah, W2 = cx * Ly * z * ws = 4.968 kN
Momen yang terjadi pada pilecap,
Mux = 2 * pumax * ex - W1 * cx / 2 - W2 * cx / 2 = 102.129 kNm
Lebar pilecap yang ditinjau, b = Ly = 800 mm
Tebal pilecap, h = 500 mm
Jarak pusat tulangan thd. sisi luar beton, d' = 100 mm
Tebal efektif plat, d = h - d' = 400 mm
Kuat tekan beton, f c' = 21 MPaKuat leleh baja tulangan, f y = 400 MPa
Modulus elastis baja, Es = 2.00E+05 MPa
Faktor distribusi teg. beton, 1 = 0.85
b = 1* 0.85 * f c’/ f y * 600 / ( 600 + f y ) = 0.0224878
Faktor reduksi kekuatan lentur, = 0.80
max = . b y - . b y . c = 5. 5
Mn = Mux / = 127.662 kNm
Rn = Mn * 10 / ( b * d ) = 0.99736
Rn < Rmax
(OK)
Rasio tulangan yang diperlukan,
* ’ * * * ’ . c y - – n . c .
Rasio tulangan minimum, min = 0.0025
Rasio tulangan yang digunakan,
= 0.0026
Luas tulangan yang diperlukan, As = * b * d = 821.82 mm
Diameter tulangan yang digunakan, D 13 mm
7/21/2019 (LPS-2) GOR ACEH BESAR 10 12 2015.pdf
http://slidepdf.com/reader/full/lps-2-gor-aceh-besar-10-12-2015pdf 103/104
Jarak tulangan yang diperlukan, s = / 4 * D * b / As = 129 mm
Jarak tulangan maksimum, smax = 200 mm
Jarak tulangan yang digunakan, s = 129 mm
Digunakan tulangan, D 13 - 120
Luas tulangan terpakai, As = / 4 * D * b / s = 884.88 mm
Tulangan bagi diambil 50% tulangan pokok, Asb = 50% * As = 442.44 mmJarak tulangan bagi yang diperlukan, s = / 4 * D * b / Asb = 240 mm
ara u angan ma s mum, max mm
Jarak tulangan yang digunakan, s = 200 mm
Digunakan tulangan, D 13 - 200
Luas tulangan terpakai, As = / 4 * D * b / s = 530.93 mm2
7/21/2019 (LPS-2) GOR ACEH BESAR 10 12 2015.pdf
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3. TULANGAN SUSUT
Rasio tulangan susut minimum, smin = 0.0014
Luas tulangan susut, As = smin* b * d = 448 mm
Diameter tulangan yang digunakan,
13 mm
Jarak tulangan susut, s = / 4 * * b / As = 237 mm
Jarak tulangan susut maksimum, smax = 200 mmJarak tulangan susut arah x yang digunakan,
s = 200 mm
Digunakan tulangan susut arah x, -