(LPS-2) GOR ACEH BESAR 10 12 2015.pdf

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Perencanaan Pembangunan Sarana dan Prasarana Olahraga

Kabupaten Aceh Besar

Desember 2015



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



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



1

parameterperencanaan



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



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

.



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)



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



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



2. FAKTOR KEUTAMAAN GEMPA (I) : 1.25

3a. KATEGORI RESIKO BANGUNAN : D

3b. KATEGORI RESIKO BANGUNAN : D



2c. KATEGORI RESIKO BANGUNAN RENCANA : D

Dipakai sistem = Sistem Rangka Pemikul Momen Khusus (SRPMK)

3. KOEFISIEN REDUKSI GEMPA (R) = 8.00



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)



2

pemodelandan

pembebanan



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



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



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



3

platlantai



PERENCANAAN LANTAI BETON BERTULANG

ENONTON


‐ 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




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




LANTAI KENDARAAN



‐ 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


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





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)


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




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)


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


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




TANGKI AIR KAP. 2X1M3



‐ 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


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





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)


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




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)


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


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



4

analisastruktur



DEFORMASI



DIAGRAM

MOMEN LENTUR



DIAGRAM

GAYA GESER



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 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 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 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 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 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 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 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 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 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 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 End‐J 0.4745 C02 0.2372 C02

B233 T1‐Story3 B25/45 End‐I 0 C18 0.2718 C02


B234 T1‐Story3 B25/50 End‐I 0.4163 C02 0.2082 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 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 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 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 End‐J 0.1011 C10 0.0883 C02

B239 T1‐Story3 B25/40 End‐I 0.1988 C02 0.0994 C02


B240 T1‐Story3 B25/40 End‐I 0.1861 C02 0.0931 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 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 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 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 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 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 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 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 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 End‐J 0.8248 C02 0.4124 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 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 End‐J 1.1511 C02 0.5755 C02

B122 T1‐Story3 B20/40 End‐I 0.9268 C02 0.4634 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 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 End‐J 0.662 C02 0.331 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 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 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 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 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 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 End‐J 0.0363 C02 0.1914 C02

B206 T1‐Story3 B20/35 End‐I 0.0369 C02 0.1971 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 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 End‐J 0.1202 C02 0.4169 C02

B221 T1‐Story3 B20/35 End‐I 0.0576 C02 0.2975 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 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 End‐J 0.0567 C02 0.2948 C02



B251 T1‐Story3 B20/35 End‐I 0.1402 C02 0.4435 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 End‐J 1.9338 C07 0.9669 C07

B104 T1‐Story2 B30/50 End‐I 1.3649 C10 0.6824 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 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 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 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 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 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 End‐J 1.1445 C08 0.5723 C08

B155 T1‐Story2 B30/50 End‐I 1.0709 C09 0.5354 C09


B156 T1‐Story2 B30/50 End‐I 1.0446 C09 0.5581 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 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 End‐J 2.12 C03 1.06 C03

B210 T1‐Story2 B30/50 End‐I 1.2271 C05 1.0348 C04


B211 T1‐Story2 B30/50 End‐I 1.4149 C05 0.7758 C03


B211 T1‐Story2 B30/50 End‐J 1.3947 C03 0.791 C05

B212 T1‐Story2 B30/50 End‐I 1.5324 C05 0.7662 C05


B212 T1‐Story2 B30/50 End‐J 1.2142 C03 1.0591 C06

B213 T1‐Story2 B30/50 End‐I 2.1383 C05 1.0691 C05




B213 T1‐Story2 B30/50 End‐J 0.8307 C05 3.3722 C05

B174 T1‐Story2 b25 End‐I 5.5008 C02 2.7504 C02

B174 T1‐Story2 b25 Middle 4.6078 C02 1.3752 C02

B174 T1‐Story2 b25 End‐J 1.3752 C02 1.3752 C02

B175 T1‐Story2 b25 End‐I 3.6085 C02 1.8043 C02


B175 T1‐Story2 b25 End‐J 0.9021 C02 0.9021 C02

B176 T1‐Story2 b25 End‐I 5.5098 C02 2.7549 C02

B176 T1‐Story2 b25 Middle 4.6459 C02 1.3775 C02B176 T1‐Story2 b25 End‐J 1.3775 C02 1.3775 C02

B177 T1‐Story2 b25 End‐I 5.5103 C02 2.7551 C02


B177 T1‐Story2 b25 End‐J 1.3776 C02 1.3776 C02

B178 T1‐Story2 b25 End‐I 5.5811 C02 2.7905 C02


B178 T1‐Story2 b25 End‐J 1.3953 C02 1.3953 C02

B179 T1‐Story2 b25 End‐I 3.6611 C02 1.8306 C02


B179 T1‐Story2 b25 End‐J 0.9153 C02 0.9153 C02

B180 T1‐Story2 B20/35 End‐I 0.1134 C02 0.5172 C02


B180 T1‐Story2 B20/35 End‐J 0.1712 C07 0.1134 C02

B181 T1‐Story2 B25/50 End‐I 4.6234 C02 2.3117 C02


B181 T1‐Story2 B25/50 End‐J 1.1559 C02 1.1559 C02

B182 T1‐Story2 B20/35 End‐I 0.166 C08 0.083 C08


B182 T1‐Story2 B20/35 End‐J 0.1662 C07 0.0831 C07

B183 T1‐Story2 B25/50 End‐I 4.6527 C02 2.4836 C02


B183 T1‐Story2 B25/50 End‐J 1.2418 C02 1.2418 C02


B184 T1‐Story2 B20/35 End‐J 0.1632 C07 0.0816 C07

B185 T1‐Story2 B25/50 End‐I 4.6886 C02 2.4983 C02


B185 T1‐Story2 B25/50 End‐J 1.2491 C02 1.2491 C02

B186 T1‐Story2 B20/35 End‐I 0.1684 C08 0.0842 C08


B186 T1‐Story2 B20/35 End‐J 0.1749 C07 0.0874 C07

B187 T1‐Story2 B25/50 End‐I 4.6297 C02 2.4719 C02


B187 T1‐Story2 B25/50 End‐J 1.236 C02 1.236 C02


B188 T1‐Story2 B20/35 End‐J 0.1143 C02 0.5206 C02

B189 T1‐Story2 B25/50 End‐I 4.5156 C02 2.2578 C02


B189 T1‐Story2 B25/50 End‐J 1.1289 C02 1.1289 C02

B110 T1‐Story1 B30/50 End‐I 1.3514 C10 1.1452 C07


B110 T1‐Story1 B30/50 End‐J 1.0125 C08 0.8251 C17

B111 T1‐Story1 B30/50 End‐I 1.1794 C09 0.7584 C16




B111 T1‐Story1 B30/50 End‐J 1.2237 C07 0.8554 C18

B112 T1‐Story1 B30/50 End‐I 1.2376 C09 0.8863 C16


B112 T1‐Story1 B30/50 End‐J 1.2984 C07 0.9329 C18

B113 T1‐Story1 B30/50 End‐I 1.2717 C09 0.9081 C16


B113 T1‐Story1 B30/50 End‐J 1.3369 C07 0.9611 C18


B114 T1‐Story1 B30/50 End‐J 1.1672 C07 0.9482 C10

B115 T1‐Story1 B30/50 End‐I 1.5405 C09 0.7702 C09


B115 T1‐Story1 B30/50 End‐J 0.5741 C02 2.2964 C02

B145 T1‐Story1 B30/50 End‐I 0.6624 C17 1.7736 C08


B145 T1‐Story1 B30/50 End‐J 1.3762 C08 0.6881 C08

B146 T1‐Story1 B30/50 End‐I 1.0272 C10 0.9475 C07


B146 T1‐Story1 B30/50 End‐J 1.3921 C08 0.8 C17

B147 T1‐Story1 B30/50 End‐I 1.1388 C10 1.0184 C08


B147 T1‐Story1 B30/50 End‐J 1.4487 C08 0.8837 C17

B148 T1‐Story1 B30/50 End‐I 1.1822 C10 1.0241 C07


B148 T1‐Story1 B30/50 End‐J 1.4525 C08 0.9311 C17

B149 T1‐Story1 B30/50 End‐I 1.2161 C10 1.0196 C07


B149 T1‐Story1 B30/50 End‐J 1.3712 C08 0.8588 C17

B150 T1‐Story1 B30/50 End‐I 1.354 C10 0.8007 C15




B160 T1‐Story1 B30/50 End‐J 5.5238 C02 3.3341 C02

B161 T1‐Story1 B30/50 End‐I 3.6556 C02 6.0573 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 End‐J 0.7947 C03 0.6762 C06

B163 T1‐Story1 B30/50 End‐I 2.3239 C02 1.162 C02




B164 T1‐Story1 B30/50 End‐J 1.1585 C02 2.7049 C02

B215 T1‐Story1 B25/50 End‐I 4.0837 C02 3.5853 C02


B215 T1‐Story1 B25/50 End‐J 4.4171 C02 3.2265 C02

B216 T1‐Story1 B25/50 End‐I 4.5785 C02 2.7957 C02


B216 T1‐Story1 B25/50 End‐J 3.2696 C07 2.8684 C02



B217 T1‐Story1 B25/50 End‐I 2.7845 C10 1.3922 C10


B217 T1‐Story1 B25/50 End‐J 1.2531 C07 1.1628 C10

B218 T1‐Story1 B25/50 End‐I 2.8184 C09 1.4092 C09


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




B220 T1‐Story1 B25/50 End‐J 3.7085 C02 3.4944 C02

B136 T1‐Story1 B25/50 End‐I 1.4659 C02 0.7329 C02


B136 T1‐Story1 B25/50 End‐J 1.8751 C02 0.9375 C02

B137 T1‐Story1 B25/50 End‐I 1.5492 C02 0.7746 C02


B137 T1‐Story1 B25/50 End‐J 2.0127 C02 1.0063 C02

B138 T1‐Story1 B25/50 End‐I 1.5438 C02 0.7719 C02


B138 T1‐Story1 B25/50 End‐J 2.0112 C02 1.0056 C02

B139 T1‐Story1 B25/50 End‐I 1.5406 C02 0.7703 C02


B139 T1‐Story1 B25/50 End‐J 2.0052 C02 1.0026 C02

B140 T1‐Story1 B25/50 End‐I 1.5131 C02 0.7566 C02


B140 T1‐Story1 B25/50 End‐J 1.9226 C02 0.9613 C02

B141 T1‐Story1 B25/50 End‐I 2.0712 C02 0.6304 C02


B141 T1‐Story1 B25/50 End‐J 2.5217 C02 1.2608 C02

B142 T1‐Story1 B25/50 End‐I 2.4836 C02 1.2418 C02


B143 T1‐Story1 B25/50 End‐I 1.8903 C02 0.9451 C02


B143 T1‐Story1 B25/50 End‐J 1.2626 C02 0.6313 C02

B144 T1‐Story1 B25/50 End‐I 1.8821 C02 0.9411 C02


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


B158 T1‐Story1 B25/50 End‐J 0.9102 C02 0.4551 C02

B159 T1‐Story1 B25/50 End‐I 0.9455 C02 0.4727 C02


B166 T1‐Story1 B25/50 End‐I 2.1291 C02 1.0646 C02


B166 T1‐Story1 B25/50 End‐J 1.6597 C02 0.8298 C02

B167 T1‐Story1 B25/50 End‐I 2.1277 C02 1.0639 C02


B167 T1‐Story1 B25/50 End‐J 1.6567 C02 0.8284 C02

B168 T1‐Story1 B25/50 End‐I 2.1397 C02 1.0698 C02




B168 T1‐Story1 B25/50 End‐J 1.6761 C02 0.8381 C02

B169 T1‐Story1 B25/50 End‐I 1.9504 C02 0.9752 C02


B169 T1‐Story1 B25/50 End‐J 1.5461 C02 0.7731 C02

B165 T1‐Story1 B25/50 End‐I 1.9854 C02 0.9927 C02


B165 T1‐Story1 B25/50 End‐J 1.5715 C02 0.7858 C02

B170 T1‐Story1 B25/50 End‐I 1.5814 C02 0.7907 C02


B171 T1‐Story1 B25/50 End‐I 1.5972 C02 0.7986 C02


B171 T1‐Story1 B25/50 End‐J 2.0562 C02 1.0281 C02

B172 T1‐Story1 B25/50 End‐I 1.5981 C02 0.799 C02


B172 T1‐Story1 B25/50 End‐J 2.0579 C02 1.029 C02

B173 T1‐Story1 B25/50 End‐I 1.6168 C02 0.8084 C02


B173 T1‐Story1 B25/50 End‐J 2.053 C02 1.0265 C02

B190 T1‐Story1 B30/50 End‐I 1.154 C14 3.5395 C03


B190 T1‐Story1 B30/50 End‐J 3.1991 C04 2.1712 C14

B191 T1‐Story1 B30/50 End‐I 2.9871 C06 2.6692 C11


B191 T1‐Story1 B30/50 End‐J 2.9484 C04 2.4406 C13

B192 T1‐Story1 B30/50 End‐I 2.8972 C06 2.464 C11


B192 T1‐Story1 B30/50 End‐J 2.8876 C04 2.4701 C13

B193 T1‐Story1 B30/50 End‐I 2.9371 C06 2.4354 C12


B193 T1‐Story1 B30/50 End‐J 3.0124 C04 2.5893 C13


B195 T1‐Story1 B30/50 End‐J 1.1168 C12 3.1758 C05

B116 T1‐Story1 B25/50 End‐I 0.4843 C11 1.0679 C06


B116 T1‐Story1 B25/50 End‐J 0.55 C11 1.2919 C06

B129 T1‐Story1 B25/50 End‐I 1.1726 C02 0.5863 C02


B129 T1‐Story1 B25/50 End‐J 1.5292 C02 0.7646 C02

B130 T1‐Story1 B25/50 End‐I 1.1435 C02 0.5718 C02


B130 T1‐Story1 B25/50 End‐J 1.8147 C02 0.9074 C02


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


B132 T1‐Story1 B25/45 End‐J 0.1157 C08 2.2793 C02

B133 T1‐Story1 B25/45 End‐I 0.4971 C02 2.0709 C02


B133 T1‐Story1 B25/45 End‐J 1.9885 C02 0.9943 C02

B134 T1‐Story1 B25/45 End‐I 0.1137 C17 2.3487 C02




B134 T1‐Story1 B25/45 End‐J 0.1821 C02 2.1396 C02

B135 T1‐Story1 B25/45 End‐I 0.1173 C18 2.3169 C02


B135 T1‐Story1 B25/45 End‐J 0.2037 C02 2.1027 C02

B151 T1‐Story1 B30/50 End‐I 3.4254 C10 4.1668 C02


B151 T1‐Story1 B30/50 End‐J 3.4537 C07 4.1928 C02


B196 T1‐Story1 B25/45 End‐J 2.7029 C02 1.3514 C02

B197 T1‐Story1 B25/45 End‐I 2.6913 C02 1.3457 C02


B197 T1‐Story1 B25/45 End‐J 0.8943 C11 1.3659 C06

B198 T1‐Story1 B30/50 End‐I 2.5722 C09 4.3008 C02


B198 T1‐Story1 B30/50 End‐J 3.462 C08 4.1788 C02

B200 T1‐Story1 B20/35 End‐I 0.1329 C02 0.5351 C02


B200 T1‐Story1 B20/35 End‐J 0.1329 C02 0.5855 C02

B201 T1‐Story1 B20/35 End‐I 0.1551 C02 0.5923 C02


B201 T1‐Story1 B20/35 End‐J 0.1551 C02 0.6511 C02

B252 T1‐Story1 B20/35 End‐I 1.0307 C02 0.5153 C02


B252 T1‐Story1 B20/35 End‐J 0.91 C02 0.455 C02

B253 T1‐Story1 B20/35 End‐I 1.3445 C02 0.6723 C02


B253 T1‐Story1 B20/35 End‐J 1.2044 C02 0.6022 C02

B109 T1‐Story1 B20/35 End‐I 1.66 C14 1.8028 C12




B202 T1‐Story1 B20/40 End‐J 0.4164 C10 0.4164 C10

B254 T1‐Story1 B20/40 End‐I 2.3351 C14 1.3373 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 End‐J 0.4164 C10 0.4164 C10

B1 T1‐Story1 B30/45 End‐I 0 C18 2.9349 C02

B18 T1‐Story1 B30/45 End‐J 0 C18 2.9522 C02

B23 T1‐Story1 B30/45 End‐I 0 C18 0.9394 C02B26 T1‐Story1 B30/45 End‐I 0 C18 0.8394 C02

B29 T1‐Story1 B30/45 End‐I 0 C18 0.8465 C02

B30 T1‐Story1 B30/45 End‐J 0 C18 1.0721 C02

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

B35 T1‐Story1 B30/45 End‐I 0 C18 3.8971 C02

B36 T1‐Story1 B30/45 End‐I 0 C18 2.7556 C02

B36 T1‐Story1 B30/45 End‐J 0 C18 4.0613 C02



B37 T1‐Story1 B30/45 End‐J 0 C18 2.2985 C02

B38 T1‐Story1 B30/45 End‐I 0 C18 1.8862 C02

B39 T1‐Story1 B30/45 End‐I 0 C18 2.4918 C02

B39 T1‐Story1 B30/45 End‐J 0 C18 2.1994 C02

B40 T1‐Story1 B30/45 End‐J 0 C18 2.2125 C02

B41 T1‐Story1 B30/45 End‐I 0 C18 2.363 C02

B42 T1‐Story1 B30/45 End‐I 0 C18 2.5759 C02

B42 T1‐Story1 B30/45 End‐J 0 C18 2.6438 C02

B43 T1‐Story1 B30/45 End‐J 0 C18 2.2635 C02B44 T1‐Story1 B30/45 End‐I 0 C18 2.2979 C02

B45 T1‐Story1 B30/45 End‐I 0 C18 2.5824 C02

B45 T1‐Story1 B30/45 End‐J 0 C18 2.5934 C02

B46 T1‐Story1 B30/45 End‐J 0 C18 2.284 C02

B48 T1‐Story1 B30/45 End‐I 0 C18 2.2564 C02

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



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


B61 T1‐Story1 B30/45 End‐J 0.2561 C15 1.9077 C02



B77 T1‐Story1 B30/45 End‐I 0.2818 C17 1.1247 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




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




B79 T1‐Story1 B30/45 Middle 0.465 C04 0.3651 C02B26 T1‐Story1 B30/45 Middle 0.5139 C08 0.3998 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



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













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






B70 T1‐Story1 B30/45 End‐I 0.7772 C05 0.3886 C05




B59 T1‐Story1 B30/45 End‐I 0.8172 C16 0.7193 C09




B66 T1‐Story1 B30/45 End‐J 0.8447 C15 0.6974 C10





















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













B256 T1‐Story1 B30/45 End‐J 1.3194 C03 1.4547 C06









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


B79 T1‐Story1 B30/45 End‐J 1.4606 C02 0.7303 C02





B26 T1‐Story1 B30/45 End‐J 1.5993 C02 0.7997 C02


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








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


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


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


B23 T1‐Story1 B30/45 End‐J 2.0407 C07 1.0204 C07


B64 T1‐Story1 B30/45 End‐I 2.0601 C05 1.6008 C12





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



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




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


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


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



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


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



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 . .



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 End‐

J 1.05 C18B5 T1‐Story3 B30/50 End‐I 2.41 C08


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 End‐J 2.63 C18

B224 T1‐Story3 B25/50 End‐I 3.10 C10


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 End

‐J 1.11 C18

B226 T1‐Story3 B25/50 End‐I 1.51 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 End‐J 1.97 C18

B228 T1‐Story3 B25/50 End‐I 3.27 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 End‐J 2.91 C18

B231 T1‐Story3 B25/45 End‐I 1.72 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 End‐J 2.95 C18

B233 T1‐Story3 B25/45 End‐I 0.88 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 End‐J 1.17 C18

B235 T1‐Story3 B25/45 End‐I 2.21 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 End‐J 2.57 C18

B237 T1‐Story3 B25/40 End‐I 0.81 C10


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 End‐J 0.30 C18

B239 T1‐Story3 B25/40 End‐I 0.10 C18

B239 T1‐


B240 T1‐Story3 B25/40 End‐I 0.11 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 End‐J 0.31 C18

B242 T1‐Story3 B25/40 End‐I 0.53 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 End‐J 0.68 C18

B244 T1‐Story3 B25/40 End‐I 0.11 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 End‐J 0.33 C18

B246 T1‐Story3 B25/40 End‐I 0.12 C18


B246 T1‐Story3 B25/40 End‐J 0.34 C18

B247 T1‐


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 End‐J 0.68 C18

B117 T1‐Story3 B20/40 End‐I 4.18 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 End‐J 3.63 C10


‐I 3.55 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 End‐J 2.94 C10

B121 T1‐Story3 B20/40 End‐I 3.75 C10


B121 T1‐Story3 B20/40 End‐J 3.96 C10

B122 T1‐Story3 B20/40 End‐I 3.20 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 End‐J 4.01 C10

B124 T1‐Story3 B20/40 End‐I 3.19 C10


B124 T1‐Story3 B20/40 End‐J 2.99 C10

B125 T1‐



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 End‐J 2.88 C10

B127 T1‐Story3 B20/40 End‐I 4.74 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 End‐J 3.99 C10


‐I 0.22 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 End‐J 0.24 C18

B205 T1‐Story3 B20/35 End‐I 0.08 C18


B205 T1‐Story3 B20/35 End‐J 0.17 C18

B206 T1‐Story3 B20/35 End‐I 0.08 C18


B206 T1‐




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 End‐J 0.31 C18

B214 T1‐Story3 B20/35 End‐I 0.21 C18


B214 T1‐Story3 B20/35 End‐J 0.28 C18

B221 T1‐Story3 B20/35 End‐I 0.12 C18



‐J 0.22 C18

B223 T1‐Story3 B20/35 End‐I 0.05 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 End‐J 0.14 C18

B250 T1‐Story3 B20/35 End‐I 0.12 C18


B250 T1‐Story3 B20/35 End‐J 0.21 C18



B251 T1‐Story3 B20/35 End‐I 0.24 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 End‐J 2.32 C18

B104 T1‐Story2 B30/50 End‐I 1.06 C18


B104 T1‐




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 End‐J 1.23 C18

B107 T1‐Story2 B30/50 End‐I 1.05 C18


B107 T1‐Story2 B30/50 End‐J 1.41 C18

B108 T1‐Story2 B30/50 End‐I 2.40 C18



‐J 2.65 C17

B152 T1‐Story2 B30/50 End‐I 1.91 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 End‐J 1.29 C18

B154 T1‐Story2 B30/50 End‐I 0.94 C18


B154 T1‐Story2 B30/50 End‐J 1.25 C18

B155 T1‐Story2 B30/50 End‐I 0.93 C18

B155 T1‐


B156 T1‐Story2 B30/50 End‐I 1.05 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 End‐J 2.60 C18

B209 T1‐Story2 B30/50 End‐I 2.25 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 End‐J 1.30 C18

B211 T1‐Story2 B30/50 End‐I 0.98 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 End‐J 1.29 C18

B213 T1‐Story2 B30/50 End‐I 2.13 C18




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 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 End‐J 5.17 C10

B178 T1‐Story2 b25 End‐I 5.86 C10


B178 T1‐Story2 b25 End‐J 5.25 C10

B179 T1‐Story2 b25 End‐I 4.82 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 End‐J 0.33 C18

B181 T1‐Story2 B25/50 End‐I 5.43 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 End‐J 0.21 C18

B183 T1‐Story2 B25/50 End‐I 5.46 C10


B183 T1‐Story2 B25/50 End‐J 4.89 C10

B184 T1‐



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 End‐J 4.89 C10

B186 T1‐Story2 B20/35 End‐I 0.12 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 End‐J 4.89 C10


‐I 0.26 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 End‐J 4.83 C10

B2 T1‐Story1 B30/45 End‐I 5.76 C18


B2 T1‐Story1 B30/45 End‐J 5.89 C18

B3 T1‐Story1 B30/45 End‐I 4.84 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 End‐J 5.66 C18

B5 T1‐Story1 B30/45 End‐I 6.69 C18


B5 T1‐Story1 B30/45 End‐J 4.77 C18

B6 T1‐



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 End‐J 5.26 C18

B8 T1‐Story1 B30/45 End‐I 5.15 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 End‐J 5.26 C18


‐I 5.19 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 End‐J 5.18 C18

B12 T1‐Story1 B30/45 End‐I 4.37 C18


B12 T1‐Story1 B30/45 End‐J 4.93 C18

B13 T1‐Story1 B30/45 End‐I 4.95 C18


B13 T1‐




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 End‐J 5.60 C18

B16 T1‐Story1 B30/45 End‐I 4.97 C18


B16 T1‐Story1 B30/45 End‐J 5.51 C18

B17 T1‐Story1 B30/45 End‐I 4.32 C18



‐J 4.86 C18

B1 T1‐Story1 B30/45 End‐I 6.02 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 End‐J 7.07 C10

B19 T1‐Story1 B30/45 End‐I 11.91 C10


B19 T1‐Story1 B30/45 End‐J 11.58 C10



B20 T1‐Story1 B30/45 End‐I 9.52 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 End‐J 4.00 C10

B22 T1‐Story1 B30/45 End‐I 7.79 C10


B22 T1‐




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 End‐J 3.73 C10

B25 T1‐Story1 B30/45 End‐I 9.33 C10


B25 T1‐Story1 B30/45 End‐J 8.99 C10

B26 T1‐Story1 B30/45 End‐I 6.95 C10



‐J 7.28 C10

B27 T1‐Story1 B30/45 End‐I 2.92 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 End‐J 7.94 C10

B29 T1‐Story1 B30/45 End‐I 6.39 C10


B29 T1‐Story1 B30/45 End‐J 6.73 C10

B30 T1‐Story1 B30/45 End‐I 2.39 C18

B30 T1‐


B31 T1‐Story1 B30/45 End‐I 8.18 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 End‐J 9.66 C10

B33 T1‐Story1 B30/45 End‐I 5.18 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 End‐J 5.58 C10

B35 T1‐Story1 B30/45 End‐I 9.51 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 End‐J 4.78 C10

B37 T1‐Story1 B30/45 End‐I 11.63 C10




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 End‐J 10.66 C10

B39 T1‐Story1 B30/45 End‐I 3.13 C18


B39 T1‐Story1 B30/45 End‐J 3.35 C10

B40 T1‐Story1 B30/45 End‐I 10.93 C10

B40 T1‐


B41 T1‐Story1 B30/45 End‐I 10.60 C10


B41 T1‐Story1 B30/45 End‐J 11.20 C10

B42 T1‐Story1 B30/45 End‐I 3.46 C10


B42 T1‐Story1 B30/45 End‐J 3.42 C10

B43 T1‐Story1 B30/45 End‐I 11.12 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 End‐J 11.14 C10

B45 T1‐Story1 B30/45 End‐I 3.39 C10


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 End‐J 10.53 C10

B47 T1‐Story1 B30/45 End‐I 10.44 C10


B47 T1‐Story1 B30/45 End‐J 11.04 C10

B48 T1‐



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 End‐J 10.19 C10

B50 T1‐Story1 B30/45 End‐I 12.52 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 End‐J 6.05 C10


‐I 6.77 C10


B52 T1‐Story1 B30/45 End‐J 6.09 C10

B54 T1‐Story1 B30/45 End‐I 13.25 C10


B54 T1‐Story1 B30/45 End‐J 13.76 C10

B55 T1‐Story1 B30/45 End‐I 3.34 C10


B55 T1‐Story1 B30/45 End‐J 3.04 C18

B56 T1‐Story1 B30/45 End‐I 3.55 C10




B56 T1‐Story1 B30/45 End‐J 3.54 C10

B57 T1‐Story1 B30/45 End‐I 2.44 C18


B57 T1‐Story1 B30/45 End‐J 2.61 C18

B58 T1‐Story1 B30/45 End‐I 1.69 C18


B58 T1‐Story1 B30/45 End‐J 1.90 C18

B59 T1‐



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 End‐J 12.84 C10

B62 T1‐Story1 B30/45 End‐I 2.90 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 End‐J 3.60 C10


‐I 2.39 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 End‐J 1.77 C18

B66 T1‐Story1 B30/45 End‐I 1.78 C18


B66 T1‐Story1 B30/45 End‐J 1.82 C18

B67 T1‐Story1 B30/45 End‐I 6.07 C10


B67 T1‐




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 End‐J 11.54 C10

B70 T1‐Story1 B30/45 End‐I 14.39 C10


B70 T1‐Story1 B30/45 End‐J 14.72 C10

B71 T1‐Story1 B30/45 End‐I 3.60 C18



‐J 3.91 C10

B72 T1‐Story1 B30/45 End‐I 7.81 C10


B72 T1‐Story1 B30/45 End‐J 7.47 C10

B73 T1‐Story1 B30/45 End‐I 8.18 C10


B73 T1‐Story1 B30/45 End‐J 8.51 C10

B74 T1‐Story1 B30/45 End‐I 3.90 C10


B74 T1‐Story1 B30/45 End‐J 3.72 C10



B75 T1‐Story1 B30/45 End‐I 9.30 C10


B75 T1‐Story1 B30/45 End‐J 8.96 C10

B76 T1‐Story1 B30/45 End‐I 7.02 C10


B76 T1‐Story1 B30/45 End‐J 7.35 C10

B77 T1‐Story1 B30/45 End‐I 3.16 C18


B77 T1‐




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 End‐J 6.87 C10

B80 T1‐Story1 B30/45 End‐I 2.27 C18


B80 T1‐Story1 B30/45 End‐J 2.13 C18

B81 T1‐Story1 B30/45 End‐I 8.03 C10



‐J 7.69 C10

B82 T1‐Story1 B30/45 End‐I 9.27 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 End‐J 5.58 C10

B84 T1‐Story1 B30/45 End‐I 5.98 C10


B84 T1‐Story1 B30/45 End‐J 5.57 C10

B85 T1‐Story1 B30/45 End‐I 9.07 C10

B85 T1‐


B86 T1‐Story1 B30/45 End‐I 5.75 C10


B86 T1‐Story1 B30/45 End‐J 5.07 C10

B87 T1‐Story1 B30/45 End‐I 11.91 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 End‐J 10.65 C10

B89 T1‐Story1 B30/45 End‐I 3.11 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 End‐J 10.31 C10

B91 T1‐Story1 B30/45 End‐I 10.64 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 End‐J 3.45 C10

B93 T1‐Story1 B30/45 End‐I 11.12 C10


B93 T1‐Story1 B30/45 End‐J 10.52 C10

B94 T1‐Story1 B30/45 End‐I 10.56 C10


B94 T1‐Story1 B30/45 End‐J 11.17 C10

B95 T1‐Story1 B30/45 End‐I 3.88 C10

B95 T1‐


B96 T1‐Story1 B30/45 End‐I 11.33 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 End‐J 10.90 C10

B98 T1‐Story1 B30/45 End‐I 3.34 C10


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 End‐J 10.24 C10

B100 T1‐Story1 B30/45 End‐I 12.44 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 End‐J 6.04 C10

B102 T1‐Story1 B30/45 End‐I 6.79 C10


B102 T1‐Story1 B30/45 End‐J 6.11 C10

B110 T1‐



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 End‐J 1.06 C18

B112 T1‐Story1 B30/50 End‐I 0.97 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 End‐J 1.14 C18


‐I 0.99 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 End‐J 1.54 C18

B145 T1‐Story1 B30/50 End‐I 1.44 C18


B145 T1‐Story1 B30/50 End‐J 1.39 C18

B146 T1‐Story1 B30/50 End‐I 1.01 C18




B146 T1‐Story1 B30/50 End‐J 1.16 C18

B147 T1‐Story1 B30/50 End‐I 1.06 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 End‐J 1.22 C18

B149 T1‐



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 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 End‐J 2.31 C18


‐I 0.66 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 End‐J 2.29 C18

B164 T1‐Story1 B30/50 End‐I 2.30 C18


B164 T1‐Story1 B30/50 End‐J 2.37 C18

B215 T1‐Story1 B25/50 End‐I 3.81 C10


B215 T1‐




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 End‐J 1.97 C18

B218 T1‐Story1 B25/50 End‐I 2.15 C18


B218 T1‐Story1 B25/50 End‐J 1.98 C18

B219 T1‐Story1 B25/50 End‐I 3.68 C10



‐J 2.70 C17

B220 T1‐Story1 B25/50 End‐I 3.63 C10


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 End‐J 4.57 C10

B137 T1‐Story1 B25/50 End‐I 4.49 C18


B137 T1‐Story1 B25/50 End‐J 4.88 C10



B138 T1‐Story1 B25/50 End‐I 4.48 C18


B138 T1‐Story1 B25/50 End‐J 4.87 C10

B139 T1‐Story1 B25/50 End‐I 4.47 C18


B139 T1‐Story1 B25/50 End‐J 4.86 C10

B140 T1‐Story1 B25/50 End‐I 4.34 C18


B140 T1‐




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 End‐J 5.32 C10

B143 T1‐Story1 B25/50 End‐I 4.54 C10


B143 T1‐Story1 B25/50 End‐J 4.07 C10

B144 T1‐Story1 B25/50 End‐I 4.52 C10



‐J 4.05 C10

B158 T1‐Story1 B25/50 End‐I 5.04 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 End‐J 1.84 C16

B166 T1‐Story1 B25/50 End‐I 5.15 C10


B166 T1‐Story1 B25/50 End‐J 4.76 C18

B167 T1‐Story1 B25/50 End‐I 5.15 C10

B167 T1‐


B168 T1‐Story1 B25/50 End‐I 5.18 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 End‐J 4.41 C18

B165 T1‐Story1 B25/50 End‐I 4.83 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 End‐J 4.90 C10

B171 T1‐Story1 B25/50 End‐I 4.59 C18


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 End‐J 4.99 C10

B173 T1‐Story1 B25/50 End‐I 4.61 C18




B173 T1‐Story1 B25/50 End‐J 4.98 C10

B190 T1‐Story1 B30/50 End‐I 2.70 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 End‐J 2.41 C18

B192 T1‐Story1 B30/50 End‐I 2.18 C18

B192 T1‐


B193 T1‐Story1 B30/50 End‐I 2.24 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 End‐J 2.43 C18

B116 T1‐Story1 B25/50 End‐I 2.21 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 End‐J 1.05 C18

B130 T1‐Story1 B25/50 End‐I 0.85 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 End‐J 2.15 C18

B132 T1‐Story1 B25/45 End‐I 0.75 C18


B132 T1‐Story1 B25/45 End‐J 0.99 C18

B133 T1‐



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 End‐J 1.00 C18

B135 T1‐Story1 B25/45 End‐I 0.75 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 End‐J 2.61 C18


‐I 2.97 C10


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 End‐J 3.00 C10

B198 T1‐Story1 B30/50 End‐I 2.11 C18


B198 T1‐Story1 B30/50 End‐J 2.48 C18

B200 T1‐Story1 B20/35 End‐I 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 End‐J 0.40 C18

B252 T1‐Story1 B20/35 End‐I 2.24 C10


B252 T1‐Story1 B20/35 End‐J 2.15 C10

B253 T1‐



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 End‐J 2.53 C10

B202 T1‐Story1 B20/40 End‐I 1.48 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 End‐J 2.64 C10


‐I 1.48 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 End‐J 3.86 C10

B257 T1‐Story1 B30/45 End‐I 4.29 C10


B257 T1‐Story1 B30/45 End‐J 4.46 C10



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



PERHITUNGAN

BALOK

&

KOLOM

5



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

8



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 =


= 20 31.35 = 20 31.35

= cm2 = cm2


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

8



PERENCANAAN BALOK


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)



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



Sengkang 2 d 8 mm


d' = 36.2 mm d' = 36.2 mm


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 =


= 20 36.20 = 20 39.20

= cm2 = cm2



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

8



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 =


= 20 36.20 = 20 36.20

= cm2 = cm2


c. Tulangan susut c. Tulangan susut

As = As As = As

= =

= cm2 = cm2

Dipakai = 1 Ø 12 (Tulangan susut) Dipakai = 1 Ø 12 (Tulangan susut)


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


Av = 1.0 0 cm2 Av = 1 .00 c m2


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


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

8



PERENCANAAN BALOK


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)



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



Sengkang 2 d 8 mm


d' = 41.2 mm d' = 41.2 mm


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 =


= 25 41.20 = 25 44.20

= cm2 = cm2



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

8



= =

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 =


= 25 41.20 = 25 41.20

= cm2 = cm2



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


Av = 1.00 cm2 Av = 1.00 cm 2


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


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

8



PERENCANAAN BALOK


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)



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



Sengkang 2 d 8 mm


d' = 46.2 mm d' = 46.2 mm


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 =


= 30 46.20 = 30 49.20

= cm2 = cm2



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

8



= 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 =


= 30 46.20 = 30 46.20

= cm2 = cm2



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


Av = 1.00 c m2 Av = 1.00 cm2


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


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

8



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



C12 T1‐Story1 k40 Top 16.07 0.02 0.00 C04

C13 T1‐Story1 k40 Top 17.38 0.00 0.00 C04


C14 T1‐Story1 k40 Top 16.06 0.27 0.00 C04



C15 T1‐Story1 k40 Top 14.65 0.02 0.00 C04

C16 T1‐Story1 k40 Top 16.53 0.00 0.00 C04



C17 T1‐Story1 k40 Top 6.40 0.02 0.00 C11


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‐Story2 K40/60 Top 32.31 2.35 1.04 C02



C21 T1‐Story3 K40/60 Top 8.02 0.99 0.36 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



C23 T1‐Story2 K40/60 Top 39.02 4.03 2.69 C05


C23 T1‐Story1 K40/60 Top 40.23 8.54 1.93 C05


C24 T1‐Story1 K40/60 Top 39.74 10.53 1.19 C05


C24 T1‐Story2 K40/60 Top 38.53 11.45 1.18 C05


C25 T1‐Story3 K40/60 Top 0.00 16.89 1.95 C02


C26 T1‐Story2 K40/60 Top 15.89 3.94 2.61 C05


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





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




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‐Story2 K40/60 Top 40.07 1.03 3.08 C03

C31 T1‐Story1 K40/60 Top 61.18 1.67 0.40 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‐Story1 K40/60 Top 40.21 18.65 1.10 C03


C33 T1‐Story2 K40/60 Top 38.80 12.86 1.95 C03


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



C34 T1‐Story3 K40/60 Top 0.00 3.22 2.57 C02



C35 T1‐Story2 K40/60 Top 16.05 0.63 0.00 C03



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 Top 13.25 0.66 0.00 C10



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



C38 T1‐Story1 k40 Top 13.77 0.86 0.00 C05

C39 T1‐Story1 k40 Top 15.51 10.14 1.05 C06


C40 T1‐Story1 k40 Top 17.37 11.35 1.07 C06



C41 T1‐Story1 k40 Top 15.90 0.90 0.00 C06




C42 T1‐Story1 k40 Top 14.73 0.84 0.00 C06


C43 T1‐Story1 k40 Top 16.65 0.34 0.00 C06

C44 T1‐Story1 k40 Top 6.08 5.64 3.37 C13


C45 T1‐Story1 k40 Top 14.34 8.54 1.93 C09



C46 T1‐Story1 k40 Top 27.99 0.00 1.98 C08


C46 T1‐Story3 k40 Top 6.07 0.00 1.99 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


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





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‐Story2 k40 Top 35.52 0.66 0.00 C02

C50 T1‐Story3 k40 Top 35.33 0.92 2.64 C02



C51 T1‐Story1 k40 Top 14.49 0.75 0.00 C10


C52 T1‐Story1 k40 Top 26.10 0.90 0.00 C07


C52 T1‐Story3 k40 Top 4.45 0.86 0.00 C02

C52 T1‐Story2 k40 Top 4.64 10.50 1.06 C02


C53 T1‐Story1 k40 Top 8.53 11.71 1.12 C17


C54 T1‐Story1 k40 Top 4.91 12.72 1.31 C16



C55 T1‐Story1 k40 Top 9.72 0.83 0.00 C17

C56 T1‐Story1 k40 Top 4.29 0.44 4.35 C16



C57 T1‐Story1 k40 Top 15.58 1.24 0.00 C09


C58 T1‐Story1 k40 Top 18.08 0.71 0.00 C02




C59 T1‐Story1 k40 Top 7.38 1.81 0.00 C12


C60 T1‐Story1 k40 Top 4.40 0.71 0.00 C17

C61 T1‐Story1 k40 Top 8.52 1.78 2.29 C18



C62 T1‐Story1 k40 Top 13.71 0.71 0.00 C07


C63 T1‐Story1 k40 Top 4.91 1.18 0.00 C15


C64 T1‐Story1 k40 Top 7.93 0.57 0.00 C09

C65 T1‐Story1 k40 Top 9.73 1.90 1.96 C18


C66 T1‐Story1 k40 Top 17.89 1.69 3.93 C08



C67 T1‐Story1 k40 Top 4.29 0.45 0.00 C15


C68 T1‐Story1 k40 Top 36.85 0.61 0.00 C08

C69 T1‐Story1 k40 Top 15.58 0.49 0.03 C10


C70 T1‐Story1 k40 Top 37.20 2.74 1.22 C07


C71 T1‐Story1 k40 Top 18.12 2.15 1.88 C02


C72 T1‐Story1 k40 Top 15.15 1.57 1.76 C07



C73 T1‐Story1 k40 Top 7.38 0.57 0.00 C14


C74 T1‐Story2 K40/60 Top 71.32 0.57 0.00 C02


C75 T1‐Story1 k40 Top 5.33 0.47 0.00 C15


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


C78 T1‐Story2 K40/60 Top 40.29 0.42 1.54 C05


C79 T1‐Story1 k40 Top 7.93 0.49 0.03 C10



C80 T1‐Story2 K40/60 Top 71.47 0.56 0.00 C02


C81 T1‐Story1 k40 Top 20.50 0.45 0.00 C03


C82 T1‐Story1 k40 Top 21.65 0.62 0.00 C05


C83 T1‐Story1 k40 Top 21.65 0.57 0.00 C03

C84 T1‐Story1 k40 Top 20.74 1.04 4.00 C05





C85 T1‐Story2 k40 Top 30.37 1.47 0.00 C06

C86 T1‐Story2 k40 Top 30.35 1.01 3.77 C04



C87 T1‐Story2 k40 Top 31.49 0.64 0.00 C04


C88 T1‐Story2 k40 Top 14.26 0.94 0.00 C04


C89 T1‐Story2 k40 Top 31.50 0.92 0.00 C06


C9 T1‐Story1 k40 Top 13.20 0.92 0.00 C09


C90 T1‐Story2 k40 Top 14.25 0.95 0.00 C06



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



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


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




C87 T1‐Story2 k40 Bottom 2.31

























C20 T1‐Story1 K40/60 Top 0.83 C18


C22 T1‐Story1 K40/60 Top 2.43 C14


C23 T1‐Story1 K40/60 Top 2.71 C14


C24 T1‐Story1 K40/60 Top 3.01 C14


C26 T1‐Story1 K40/60 Top 6.90 C12




C28 T1‐Story1 K40/60 Top 3.78 C18


C29 T1‐Story1 K40/60 Top 0.87 C18


C31 T1‐Story1 K40/60 Top 2.58 C11


C32 T1‐Story1 K40/60 Top 2.82 C12


C33 T1‐Story1 K40/60 Top 3.11 C12


C35 T1‐Story1 K40/60 Top 6.65 C14




























C68 T1‐Story1 k40 Top 3.76


C70 T1‐Story1 k40 Top 3.80











Values

Row Labels Max of V Major Max of V Minor

k40 9.97 9.29

K40/60 6.9 4.69



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



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



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



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



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



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



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



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



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



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



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

. .



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)



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


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




,

Vc ≥ Vux

273.313 > 191.451 AMAN (OK)



5. TINJAUAN GESER DUA ARAH (PONS)



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


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)



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 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



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

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




Kuat tekan beton, f c' = 21 MPa



Kuat leleh baja tulangan, f y = 400 MPa



b = 1* 0.85 * f c’/ f y * 600 / ( 600 + f y ) = 0.02248781


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)


= 0.85 * f c’ / f y * [ 1 - {1 – 2 * Rn / ( 0.85 * f c’ ) } ] = -0.0048


= , .


Diameter tulangan yang digunakan, D 13 mm

Jarak tulangan yang diperlukan, s = / 4 * D * b / As = 177 mm

Jarak tulangan maksimum, smax = 200 mm




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



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



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



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



ara . r t s ter a ap s s uar, cx = x - x - = . 75 m



Gaya geser arah x, Vux = pumax - W1 - W2 = 293.5732 kN

Lebar bidang geser untuk tinjauan arah x, b = Ly = 800 mm

,


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



Vc = 1 / 3 * √ f c' * b * d * 10-

= 485.890 kN




Syarat yang harus dipenuhi,

Vc ≥ Vux

364.417 > ##### AMAN (OK)



6. PEMBESIAN PILECAP

= - = , x x x .

Jarak tiang thd. sisi kolom, ex = cx - a = 0.175 m



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




Kuat tekan beton, f c' = 21 MPaKuat leleh baja tulangan, f y = 400 MPa



b = 1* 0.85 * f c’/ f y * 600 / ( 600 + f y ) = 0.0224878


max = . b y - . b y . c = 5. 5

Mn = Mux / = 127.662 kNm

Rn = Mn * 10 / ( b * d ) = 0.99736

Rn < Rmax

(OK)


* ’ * * * ’ . c y - – n . c .


Rasio tulangan yang digunakan,

= 0.0026


Diameter tulangan yang digunakan, D 13 mm



Jarak tulangan yang diperlukan, s = / 4 * D * b / As = 129 mm

Jarak tulangan maksimum, smax = 200 mm



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






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, -

(LPS-2) GOR ACEH BESAR 10 12 2015.pdf

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