Laporan Perhitungan Struktur BAB 2

Bab 2 ANALISA STRUKTUR

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-1

Pasal 2.1. SKEMA STRUKTUR

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-2

3D VIEW

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-3

BAS 1

STORY 1 S/D STORY 16 (TYPICAL STORY)

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-4

ELEVATION VIEW -1

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-5

ELEVATION VIEW - 11

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-6

ELEVATION VIEW - 2

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-7

ELEVATION VIEW - 3 Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-8

ELEVATION VIEW - A Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-9

ELEVATION VIEW - B

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-10

ELEVATION VIEW - C

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-11

ELEVATION VIEW - D

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-12

ELEVATION VIEW - E Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-13

ELEVATION VIEW - F

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-14

Pasal 2.2. PEMBEBANAN

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-15

2.2. PEMBEBANAN A. BEBAN GRAVITASI

BEB MERATA BIDANG

Finishing lantai / atap Plafon di bawah ME di bawah SDL LL TL

Faktor Reduksi LL - Untuk analisa portal - Untuk beban gempa

BEB MERATA GARIS Ps bata Jendela Kaca

Lt 1-16

0.9 0.15 0.10 1.15 2.50 3.65

0.60 0.30

Dinding Luar Transparan L1

Dinding Dlm Tower L2 6.2

3.7

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-16

B. Beban Khusus Lift Denah Rg Mesin R1

R2

b

a

Atap Rg Mesin

R3 c R1

R2

Lantai Rg Mesin

R4

R5 d

Pit Liftt

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-17

Lift #1 Loads R1 R2 R3 R4 R5

180 kN 120 kN 50 kN 100 kN 80 kN

BAS1 - SDL

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-20

BAS1 - LL

STORY 1 s/d 16 (Typical) - SDL

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-21

STORY 1 s/d 16 (Typical) - LL

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-22

C. BEBAN GEMPA Respons spectrum gempa didasarkan atas Pedomena Perencanaan Ketahanan Gempa Indonesia untuk Gedung, SNI-03-1726-2002, zone 3, kondisi tanah lunak. Koefisien gempa dasar Cd = C.I/R I = 1.0 R =7 T ditentukan berdasarkan analisa gempa dinamis. C ditentukan dari grafik respons spectrum gempa untuk T yang diperoleh

Gambar 2-1: Acceleration Seismic Response Spectrum in g unit

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-23

Perhitungan Massa Bangunan & Titik Pusat Massa Story

Diaphragm

MassX

MassY

XCM

YCM

STORY16

D17

281.5197

281.5197

10.903

5.231

STORY15

D16

332.6472

332.6472

10.918

5.279

STORY14

D15

332.6472

332.6472

10.918

5.279

STORY13

D14

332.6472

332.6472

10.918

5.279

STORY12

D13

332.6472

332.6472

10.918

5.279

STORY11

D12

332.6472

332.6472

10.918

5.279

STORY10

D11

332.6472

332.6472

10.918

5.279

STORY9

D10

332.6472

332.6472

10.918

5.279

STORY8

D9

332.6472

332.6472

10.918

5.279

STORY7

D8

332.6472

332.6472

10.918

5.279

STORY6

D7

332.6472

332.6472

10.918

5.279

STORY5

D6

332.6472

332.6472

10.918

5.279

STORY4

D5

332.6472

332.6472

10.918

5.279

STORY3

D4

332.6472

332.6472

10.918

5.279

STORY2

D3

332.6472

332.6472

10.918

5.279

STORY1

D2

346.8911

346.8911

10.933

5.299

BAS1

D1

438.5289

438.5289

11.193

5.433

Perhitungan Gaya Geser Dasar Beban Gempa Statik V 1 = C * I / R * W t1 Data Tinggi Gedung

:

H

=

60.3

m

Data Berat Bangunan

:

Wt

=

5285.5

kN

Waktu Getar Alami - X

:

Tx

=

1.870

(dari analisa dinamik)

Waktu Getar Alami - Y

:

Ty

=

2.306

(dari analisa dinamik)

Koefisien Gempa Dasar

:

Cx

=

0.193

(zone 3 - tanah sedang)

Koefisien Gempa Dasar

:

Cy

=

0.156

(zone 3 - tanah sedang)

Faktor Keutamaan

:

I

=

1.000

(gedung-gedung lain)

Apartemen Cervino Laporan Perencanaan Struktur

Hal 2-24

Faktor Reduksi Response : Faktor Reduksi Response :

Rx

=

7

Ry

=

7

Gaya Geser Dasar u/ Gempa Arah - X V x1 = Cx * I / R x * W t V x1 = 0.193 * 1.000 / 7 * 5285.5 *9.8 V x1 =

1426

kN

Gaya Geser Dasar u/ Gempa Arah - Y V y1 = Cy * I / R y * W t V y1 = 0.156 * 1.000 / 7 * 5285.5 * 9.8 V y1 =

1156 kN

Perhitungan Gaya Geser Statik Horizontal per Lantai (Fi) Lantai

Massa (w)

Tinggi (h)

wxh

Fx

Fy

STORY16

D17

281.52

60.30

16975.64

142

115

STORY15

D16

332.65

56.60

18827.83

158

128

STORY14

D15

332.65

52.90

17597.04

147

120

STORY13

D14

332.65

49.20

16366.24

137

111

STORY12

D13

332.65

45.50

15135.45

127

103

STORY11

D12

332.65

41.80

13904.65

117

94

STORY10

D11

332.65

38.10

12673.86

106

86

STORY9

D10

332.65

34.40

11443.06

96

78

STORY8

D9

332.65

30.70

10212.27

86

69

STORY7

D8

332.65

27.00

8981.47

75

61

STORY6

D7

332.65

23.30

7750.68

65

53

STORY5

D6

332.65

19.60

6519.89

55

44

STORY4

D5

332.65

15.90

5289.09

44

36

STORY3

D4

332.65

12.20

4058.30

34

28

STORY2

D3

332.65

8.50

2827.50

24

19

STORY1

D2

346.89

4.80

1665.08

14

11

5285.5

Σwi x hi =

170228

1426

1156

Fx

Fy

13

13

Wt = Gaya Geser pada Basemen

BAS1

Apartemen Cervino Laporan Perencanaan Struktur

D1

438.5

3.5

Hal 2-25

Data Perencanaan Tipe Tanah : Medium Soil φ cu Ka Kp γ y

= = = = = =

Beton

20 0

fc = fy = E =

0.08 0.49 2.04 16 0.25

29.5 Mpa 400 Mpa 25742.96 Mpa

3

kN/m (u/ kondisi tanah medium soil)

Perhitungan Tekanan Tanah Pada Saat Terjadi Gempa Panjang Bangunan

Lx Ly

= =

22.00 12.00

Beban merata diatas tanah

q

=

8.00

m m 2 kN/m

Poz

=

5.26

kN/m2

Ppz G

= =

Pada z =

0.00 at rest

m Poz = Ko (γ z + qu) Ko = koefisien tanah dalam kondisi diam Ko = 1 - sin φ = 0.66

pasif

Ppz = γ z + 2 cu G = E / (2 ( 1 - y))

kN/m2 0.16 17161.97

δk = simpangan relatif kritis antara dinding basement dan tanah δk = 0.01 H δ z = ko γ z2 / 2 G ( 1 - z/6 H)

= =

0.00 0.00

=

0.16

kN/m2

Tekanan air, Pw =

0.00

kN/m2

42.11

kN/m

Jadi Pqz = Ppz

Pada z =

δk δz

3.5 at rest

m Poz = Ko (γ z + qu) Ko = koefisien tanah dalam kondisi diam Ko = 1 - sin φ = 0.66

pasif

Ppz = γ z + 2 cu G = E / (2 ( 1 - y)) δ k = 0.01 H 2 δ z = ko γ z / 2 G ( 1 - z/6 H)

Poz

=

Ppz = G = δk = δz =

Jadi Pqz = Poz + δz/δk (Ppz - P0z) = Tekanan air, Pw =

2

56.16 kN/m 17161.97 0.0350 0.0045

2

2

43.92

kN/m

0.00

kN/m

2

Gambar MT 3.5

0.16

0.00

43.92

0.00

m

Tekanan tanah

Tekanan air

Gaya pada dinding basement z =

0 m

z =

3.5 m

Apartemen Cervino Laporan Perencanaan Struktur

Fx Fy Fx Fy

= = = =

0.00 0.00 3358.82 5564.73

kN kN kN ; Hx = kN ; Hy =

2

21.96 kN/m 2 21.96 kN/m

Hal 2-26

Pasal 2.3. ANALISA BEBAN

Apartemen Cervino Laporan Perencanaan Struktur

S T O R Y

D A T A

STORY

SIMILAR TO

STORY16 STORY15 STORY14 STORY13 STORY12 STORY11 STORY10 STORY9 STORY8 STORY7 STORY6 STORY5 STORY4 STORY3 STORY2 STORY1 BAS1

None STORY16 STORY16 STORY16 STORY16 STORY16 STORY16 STORY16 STORY16 STORY16 STORY16 STORY16 STORY16 STORY16 STORY16 None None

BASE

None

HEIGHT

ELEVATION

3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 4.800 3.500

63.800 60.100 56.400 52.700 49.000 45.300 41.600 37.900 34.200 30.500 26.800 23.100 19.400 15.700 12.000 8.300 3.500 0.000

M A T E R I A L

P R O P E R T Y

D A T A

MATERIAL NAME

MATERIAL TYPE

DESIGN TYPE

MATERIAL DIR/PLANE

STEEL CONC OTHER K350

Iso Iso Iso Iso

Steel Concrete None Concrete

All All All All

M A T E R I A L MATERIAL NAME STEEL CONC OTHER K350

P R O P E R T Y

WEIGHT PER UNIT VOL

7.8271E+00 2.4007E+00 7.8271E+00 2.4000E+00

7.6820E+01 2.3562E+01 7.6820E+01 2.4000E+01

M A T E R I A L MATERIAL NAME STEEL

D E S I G N

STEEL COST ($)

344737.894

448159.263

271447.16

D E S I G N

LIGHTWEIGHT CONCRETE

CONC K350

No No

199947978.80 24821128.402 199947978.80 24821128.400

0.3000 0.2000 0.3000 0.2000

F O R

STEEL FU

MATERIAL NAME

F R A M E

D A T A

POISSON'S RATIO

A N D

STEEL FY

M A T E R I A L

ETABS v9.6.0

M A S S

MASS PER UNIT VOL

MODULUS OF ELASTICITY

D A T A

C O N C R E T E

M A T E R I A L S

REBAR FY

REBAR FYS

LIGHTWT REDUC FACT

27579.032 27579.000

413685.473 400000.000

413685.473 400000.000

N/A N/A

File:CERVINO8APRIL2015

Units:KN-m

April 14, 2015 19:53

P R O P E R T Y MATERIAL NAME

SECTION SHAPE NAME OR NAME IN SECTION DATABASE FILE

B1-30X60 B2-30X60 B3-25X60 B4-25X50 B5-20X50 B6-20X40 B7-20X30 CB1-30X60 CB2-25X50 B8-25X50 K1-80X80 K2-40X150 K3-40X120 K4-40X80 K5-40X60 K6-45X45 K7-40X70 K8-L40X40 K9-L40X40 B9-30X50 K8L50X50 K9L50X50

K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350 K350

Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Angle Angle Rectangular Rectangular Rectangular

S E C T I O N

FRAME SECTION NAME B1-30X60 B2-30X60 B3-25X60 B4-25X50 B5-20X50 B6-20X40

Apartemen Cervino Laporan Perencanaan Struktur

PAGE 2

D A T A

FRAME SECTION NAME

F R A M E

1.1700E-05 76903068.77 9.9000E-0610342136.834 1.1700E-05 76903068.77 9.9000E-0610342136.833

M A T E R I A L S

CONCRETE FC

S E C T I O N

SHEAR MODULUS

W E I G H T

S T E E L

F O R

THERMAL COEFF

P R O P E R T Y

CONC COL

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

CONC BEAM Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

Yes

D A T A

SECTION DEPTH

FLANGE WIDTH TOP

FLANGE THICK TOP

WEB THICK

FLANGE WIDTH BOT

FLANGE THICK BOT

0.6000 0.6000 0.6000 0.5000 0.5000 0.4000

0.3000 0.3000 0.2500 0.2500 0.2000 0.2000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

B7-20X30 CB1-30X60 CB2-25X50 B8-25X50 K1-80X80 K2-40X150 K3-40X120 K4-40X80 K5-40X60 K6-45X45 K7-40X70 K8-L40X40 K9-L40X40 B9-30X50 K8L50X50 K9L50X50 F R A M E

0.3000 0.6000 0.5000 0.5000 0.8000 1.5000 1.2000 0.8000 0.6000 0.4500 0.7000 0.7500 0.8000 0.5000 0.5000 0.5000 S E C T I O N

FRAME SECTION NAME B1-30X60 B2-30X60 B3-25X60 B4-25X50 B5-20X50 B6-20X40 B7-20X30 CB1-30X60 CB2-25X50 B8-25X50 K1-80X80 K2-40X150 K3-40X120 K4-40X80 K5-40X60 K6-45X45 K7-40X70 K8-L40X40 K9-L40X40 B9-30X50 K8L50X50 K9L50X50 F R A M E

S E C T I O N

P R O P E R T Y

F R A M E

TORSIONAL CONSTANT

0.1800 0.1800 0.1500 0.1250 0.1000 0.0800 0.0600 0.1800 0.1250 0.1250 0.6400 0.6000 0.4800 0.3200 0.2400 0.2025 0.2800 0.4400 0.4800 0.1500 0.2500 0.2500

0.0037 0.0037 0.0023 0.0018 0.0010 0.0007 0.0005 0.0037 0.0018 0.0018 0.0577 0.0266 0.0202 0.0117 0.0075 0.0058 0.0096 0.0166 0.0193 0.0028 0.0088 0.0088

P R O P E R T Y

SECTION MODULI S33 S22

FRAME SECTION NAME B1-30X60 B2-30X60 B3-25X60 B4-25X50 B5-20X50 B6-20X40 B7-20X30 CB1-30X60 CB2-25X50 B8-25X50 K1-80X80 K2-40X150 K3-40X120 K4-40X80 K5-40X60 K6-45X45 K7-40X70 K8-L40X40 K9-L40X40 B9-30X50 K8L50X50 K9L50X50

Apartemen Cervino Laporan Perencanaan Struktur

W E I G H T S

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.4000 0.4000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

MOMENTS OF INERTIA I33 I22

A2

SHEAR AREAS A3

0.1500 0.1500 0.1250 0.1042 0.0833 0.0667 0.0500 0.1500 0.1042 0.1042 0.5333 0.5000 0.4000 0.2667 0.2000 0.1688 0.2333 0.3000 0.3200 0.1250 0.2083 0.2083

0.1500 0.1500 0.1250 0.1042 0.0833 0.0667 0.0500 0.1500 0.1042 0.1042 0.5333 0.5000 0.4000 0.2667 0.2000 0.1688 0.2333 0.3000 0.3200 0.1250 0.2083 0.2083

0.0054 0.0054 0.0045 0.0026 0.0021 0.0011 0.0005 0.0054 0.0026 0.0026 0.0341 0.1125 0.0576 0.0171 0.0072 0.0034 0.0114 0.0189 0.0235 0.0031 0.0052 0.0052

0.0014 0.0014 0.0008 0.0007 0.0003 0.0003 0.0002 0.0014 0.0007 0.0007 0.0341 0.0080 0.0064 0.0043 0.0032 0.0034 0.0037 0.0189 0.0235 0.0011 0.0052 0.0052

D A T A

0.0180 0.0180 0.0150 0.0104 0.0083 0.0053 0.0030 0.0180 0.0104 0.0104 0.0853 0.1500 0.0960 0.0427 0.0240 0.0152 0.0327 0.0438 0.0503 0.0125 0.0208 0.0208 S E C T I O N

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.4000 0.4000 0.0000 0.0000 0.0000

D A T A

SECTION AREA

FRAME SECTION NAME B1-30X60 B2-30X60 B3-25X60 B4-25X50 B5-20X50 B6-20X40 B7-20X30 CB1-30X60 CB2-25X50 B8-25X50 K1-80X80 K2-40X150 K3-40X120 K4-40X80 K5-40X60 K6-45X45 K7-40X70 K8-L40X40 K9-L40X40 B9-30X50 K8L50X50 K9L50X50

0.2000 0.3000 0.2500 0.2500 0.8000 0.4000 0.4000 0.4000 0.4000 0.4500 0.4000 0.7500 0.8000 0.3000 0.5000 0.5000

A N D

0.0090 0.0090 0.0063 0.0052 0.0033 0.0027 0.0020 0.0090 0.0052 0.0052 0.0853 0.0400 0.0320 0.0213 0.0160 0.0152 0.0187 0.0438 0.0503 0.0075 0.0208 0.0208 M A S S E S

TOTAL WEIGHT

TOTAL MASS

4094.2800 3580.2000 2417.4000 0.0000 0.0000 0.0000 0.0000 422.2800 0.0000 0.0000 1959.9360 3674.8800 1469.9520 979.9680 1469.9520 620.1360 428.7360 0.0000 0.0000 229.5000 765.6000 765.6000

409.4280 358.0200 241.7400 0.0000 0.0000 0.0000 0.0000 42.2280 0.0000 0.0000 195.9936 367.4880 146.9952 97.9968 146.9952 62.0136 42.8736 0.0000 0.0000 22.9500 76.5600 76.5600

PLASTIC MODULI Z33 Z22 0.0270 0.0270 0.0225 0.0156 0.0125 0.0080 0.0045 0.0270 0.0156 0.0156 0.1280 0.2250 0.1440 0.0640 0.0360 0.0228 0.0490 0.0760 0.0880 0.0188 0.0313 0.0313

0.0135 0.0135 0.0094 0.0078 0.0050 0.0040 0.0030 0.0135 0.0078 0.0078 0.1280 0.0600 0.0480 0.0320 0.0240 0.0228 0.0280 0.0760 0.0880 0.0113 0.0313 0.0313

RADIUS OF GYRATION R33 R22 0.1732 0.1732 0.1732 0.1443 0.1443 0.1155 0.0866 0.1732 0.1443 0.1443 0.2309 0.4330 0.3464 0.2309 0.1732 0.1299 0.2021 0.2070 0.2211 0.1443 0.1443 0.1443

0.0866 0.0866 0.0722 0.0722 0.0577 0.0577 0.0577 0.0866 0.0722 0.0722 0.2309 0.1155 0.1155 0.1155 0.1155 0.1299 0.1155 0.2070 0.2211 0.0866 0.1443 0.1443

C O N C R E T E

C O L U M N

D A T A

FRAME SECTION NAME

REINF CONFIGURATION LONGIT LATERAL

REINF SIZE/TYPE

NUM BARS 3DIR/2DIR

NUM BARS CIRCULAR

BAR COVER

K1-80X80 K2-40X150 K3-40X120 K4-40X80 K5-40X60 K6-45X45 K7-40X70 K8-L40X40 K9-L40X40 K8L50X50 K9L50X50

Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular

#9/Design #9/Design #9/Design #9/Design #9/Design #9/Design #9/Design #9/Check #9/Check #9/Design #9/Design

3/3 3/3 3/3 3/3 3/3 3/3 3/3 3/3 3/3 3/3 3/3

N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

0.0500 0.0500 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0400 0.0500 0.0400

C O N C R E T E

B E A M

D A T A

FRAME SECTION NAME B1-30X60 B2-30X60 B3-25X60 B4-25X50 B5-20X50 B6-20X40 B7-20X30 CB1-30X60 CB2-25X50 B8-25X50 B9-30X50

S T A T I C

L O A D

TOP COVER

BOT COVER

TOP LEFT AREA

TOP RIGHT AREA

BOT LEFT AREA

BOT RIGHT AREA

0.0500 0.0500 0.0500 0.0500 0.0500 0.0400 0.0400 0.0500 0.0500 0.0500 0.0400

0.0500 0.0500 0.0500 0.0500 0.0500 0.0400 0.0400 0.0500 0.0500 0.0500 0.0400

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

C A S E S

STATIC CASE

CASE TYPE

AUTO LAT LOAD

SDL LIVE DEAD EQX EQY HKIRI HKANAN HDEPAN HBLKANG

SUPER DEAD LIVE DEAD QUAKE QUAKE OTHER OTHER OTHER OTHER

N/A N/A N/A USER_LOADS USER_LOADS N/A N/A N/A N/A

L O A D I N G

Ties Ties Ties Ties Ties Ties Ties Ties Ties Ties Ties

SELF WT MULTIPLIER

NOTIONAL FACTOR

0.0000 0.0000 1.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

C O M B I N A T I O N S

COMBO

COMBO TYPE

COMB1

ADD

COMB2

ADD

COMB3

ADD

COMB4

ADD

COMB5

ADD

COMB6

ADD

COMB7

ADD

COMB8

ADD

COMB9

ADD

Apartemen Cervino Laporan Perencanaan Struktur

CASE

CASE TYPE

DEAD SDL LIVE DEAD SDL DEAD SDL LIVE SPECX SPECY DEAD SDL LIVE SPECY SPECY DEAD SDL LIVE SPECX SPECY DEAD SDL LIVE SPECX SPECY DEAD SDL LIVE SPECX SPECY DEAD SDL LIVE SPECX SPECY DEAD SDL

Static Static Static Static Static Static Static Static Spectra Spectra Static Static Static Spectra Spectra Static Static Static Spectra Spectra Static Static Static Spectra Spectra Static Static Static Spectra Spectra Static Static Static Spectra Spectra Static Static

SCALE FACTOR 1.2000 1.2000 1.6000 1.4000 1.4000 1.2000 1.2000 0.5000 1.0000 0.3000 1.2000 1.2000 0.5000 1.0000 -0.3000 1.2000 1.2000 0.5000 -1.0000 0.3000 1.2000 1.2000 0.5000 -1.0000 -0.3000 1.2000 1.2000 0.5000 0.3000 1.0000 1.2000 1.2000 0.5000 -0.3000 1.0000 1.2000 1.2000

NOTIONAL DIRECTION

COMB10

ADD

COMB11

ADD

COMB12

ADD

COMB13

ADD

COMB14

ADD

COMB15

ADD

COMB16

ADD

COMB17

ADD

COMB18

ADD

COMB19

ADD

DCON1

ADD

DCON2

ADD

DCON3

ADD

DCON4

ADD

DCON5

ADD

DCON6

ADD

DCON7

ADD

DCON8

ADD

DCON9

ADD

DCON10

ADD

DCON11

ADD

DCON12

ADD

Apartemen Cervino Laporan Perencanaan Struktur

LIVE SPECX SPECY DEAD SDL LIVE SPECX SPECY DEAD SDL LIVE HBLKANG HDEPAN HKIRI HKANAN DEAD SDL LIVE HBLKANG DEAD SDL LIVE HDEPAN DEAD SDL LIVE HKIRI DEAD SDL LIVE HKANAN DEAD SDL LIVE HBLKANG HKIRI DEAD SDL LIVE HBLKANG HKANAN DEAD SDL LIVE HDEPAN HKIRI DEAD SDL LIVE HDEPAN HKANAN SDL DEAD SDL LIVE DEAD SDL LIVE DEAD EQX SDL LIVE DEAD EQX SDL LIVE DEAD EQY SDL LIVE DEAD EQY SDL DEAD EQX SDL DEAD EQX SDL DEAD EQY SDL DEAD EQY SDL DEAD EQX SDL DEAD

Static Spectra Spectra Static Static Static Spectra Spectra Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static Static

0.5000 0.3000 -1.0000 1.2000 1.2000 0.5000 -0.3000 -1.0000 1.2000 1.2000 1.6000 1.6000 1.6000 1.6000 1.6000 1.2000 1.2000 1.6000 1.6000 1.2000 1.2000 1.6000 1.6000 1.2000 1.2000 1.6000 1.6000 1.2000 1.2000 1.6000 1.6000 1.2000 1.2000 1.6000 1.6000 1.6000 1.2000 1.2000 1.6000 1.6000 1.6000 1.2000 1.2000 1.6000 1.6000 1.6000 1.2000 1.2000 1.6000 1.6000 1.6000 1.4000 1.4000 1.2000 1.6000 1.2000 1.4000 1.0000 1.4000 1.3751 1.4000 1.0000 1.4000 -1.3751 1.4000 1.0000 1.4000 1.3751 1.4000 1.0000 1.4000 -1.3751 1.4000 1.4000 1.3751 1.4000 1.4000 -1.3751 1.4000 1.4000 1.3751 1.4000 1.4000 -1.3751 0.7000 0.7000 1.3751 0.7000 0.7000

DCON13

ADD

DCON14

ADD

Apartemen Cervino Laporan Perencanaan Struktur

EQX SDL DEAD EQY SDL DEAD EQY

Static Static Static Static Static Static Static

-1.3751 0.7000 0.7000 1.3751 0.7000 0.7000 -1.3751

PROJECT TITLE: SUBJECT: DATE: REFERENCE: BY: Concrete Grade * Beam & Slab * Column * Modulus of Elasticity for Beam * Modulus of Elasticity for Column

JGC New Office Building Summary of JGC-R1D.EDB Model 8-Dec-07 DL JGC_R1D.EDB

EC-Beam EC-Column

25.0 35.0 23500000 27805575

Building Geometry * Number of Story * Total Building Height

n Ht

16 60.3

Flrs. m

Gravity Analysis * Dead Load Reaction * Live Load Reaction

NDL NLL

240744 78883

kN kN

g g g sec sec

* Earthquake Response Factor * Importance Factor

Ca Cv 2.5Ca TS TO C I

3 Soft 0.30 0.75 0.75 1.00 0.20 0.75/T 1.00

Ductility Parameter * Ductility * Response Modification Factor * Overstrength Factor

μ R Ωo

5.30 6.00 2.80

Wt Wbs NM X-Dir Y-Dir RZ-Dir UX UY RZ

137123 127516 50 3.182 2.110 1.790 38.82 26.40 10.98

Tx Ty Cvx/T1 Cvy/T2 CvxI/RT1 CvyI/RT2 Vstatic-X Vstatic-Y

3.182 2.110 0.2357 0.3554 0.0393 0.0592 5386 8123

Response Spectrum Parameter * Seismic Zone * Soil Clasification * Seismic Coefficient * Maximum Peak Ground Acc. * Control Time Period

Dynamic Analysis Results * Total Seismic Weight: Upper Struc Basement * Number of Mode * Time Period: Mode 1 Mode 2 Mode 3 * Mass Participation Factor: Mode 1 Mode 2 Mode 3 Static Equivalent Base Shear * Time Period Used * Seismic Response Factor: X-Dir Y-Dir * Seismic Base Shear Coeff.: X-Dir Y-Dir * Base Shear Static Eqiv. (R = 6.0) Vstatic = C*I/R*W Apartemen Cervino Laporan Perencanaan Struktur

f C' f C'

MPa MPa 2 kN/m 2 kN/m

kN kN sec sec sec

kN kN

Base Shear Limitation * Base Shear Maximum Vmax = 2.5*Ca*I/R*W * Base Shear Minimum Vmin = 0.11*Ca*I*W

Vmax-X Vmax-Y Vmin-X Vmin-Y

17140 17140 4525 4525

kN kN kN kN

Vdesign-st-X Vdesign-st-Y 0.8*Vstatic-X 0.8*Vstatic-Y Vdyn-X Vdyn-Y DSFX DSFY Vdesign-X Vdesign-Y

5386 8123 4309 6498 4845 5678 0.889 1.144 4845 6498

kN kN kN kN kN kN kN kN kN kN

* Base Shear Design for Basement Vbs = 0.10 * AO * I * Wbs

Vdesign-X Vdesign-Y

3825 3825

kN kN

Displacement due to Seismic Load * Serviceability Displacement: X-Dir Y-Dir * Ultimate Displacement: X-Dir Y-Dir * Maximum Drift Ratio: X-Dir Y-Dir * Drift Limit

ΔSx ΔSy ΔMx ΔMy Driftx-max Drifty-max Driftlimit

87 90 518 536 0.012 0.012 0.020

mm mm mm mm OK OK

Design Base Shear (R=8.5) * Max (Vstatic-X , Vmin-X) * Max (Vstatic-Y , Vmin-Y) * 0.8*Vdesign-st-X * 0.8*Vdesign-st-Y * Vdynamic-SpecX * Vdynamic-SpecY * Dynamic Scale Factor: X-Dir Y-Dir * Base Shear Design

Hal 2-14

Mode 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

Period 2.306106 1.869577 1.177398 0.545144 0.449961 0.381265 0.234019 0.229773 0.182505 0.16143 0.13037 0.121692 0.103907 0.095952 0.086231 0.078074 0.069239 0.064951 0.062971 0.054996

UX 0 66.4801 0.1349 0.0004 14.0203 1.294 0.5967 0.112 4.7811 0.3246 0.0003 0.0155 2.6873 0.0035 0 0.0304 1.4867 0.0152 0.0001 0.0083

UY 66.5692 0 0.0007 15.596 0.001 0.0012 0.8358 4.874 0.0001 0.0033 2.9246 0.0002 0.0001 0.0009 1.7168 0.0002 0 0.01 1.1165 0.0003

UZ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SumUX 0 66.4801 66.6151 66.6155 80.6358 81.9298 82.5265 82.6385 87.4197 87.7443 87.7446 87.7601 90.4474 90.4509 90.451 90.4813 91.9681 91.9832 91.9833 91.9916

SumUY 66.5692 66.5692 66.5699 82.1659 82.1669 82.1681 83.0039 87.8779 87.878 87.8813 90.8059 90.8061 90.8062 90.8071 92.5239 92.5241 92.5241 92.5341 93.6506 93.6509

SumUZ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

RX 98.5504 0 0.0028 0.9577 0.0001 0.0002 0.0461 0.2807 0 0 0.0718 0 0 0 0.0346 0 0 0.0001 0.0145 0

RY 0 98.2566 0.3133 0 0.8352 0.09 0.0352 0.0065 0.284 0.0106 0 0.0003 0.0691 0 0 0.0006 0.0323 0.0002 0 0.0001

KONTROL PERIODE FUNDAMENTAL & GERAK STRUKTUR Kontrol Perioda Fundamental Jumlah lantai struktur = 17 lantai Syarat Batas Periode Fundamental Bangunan = Kontrol Gerak Struktur Partisipasi massa untuk gerak translasi (Uy) pada ragam 11 Partisipasi massa untuk gerak translasi (Ux) pada ragam 13

3.060 = =

detik 90.80% 90.44%

OK !!

Dominan Translasi

RZ 0.0083 0.2749 75.7341 0.0012 0.4503 8.1851 2.1933 0.3615 0.6701 1.335 0 0.9685 0.0747 0.6502 0 0.421 0.0688 0.3064 0.0011 0.2268

SumRX 98.5504 98.5504 98.5532 99.5109 99.511 99.5112 99.5573 99.8379 99.838 99.838 99.9098 99.9099 99.9099 99.9099 99.9445 99.9445 99.9445 99.9446 99.9591 99.9591

SumRY 0 98.2566 98.5698 98.5699 99.4051 99.4951 99.5303 99.5367 99.8207 99.8313 99.8313 99.8316 99.9008 99.9008 99.9008 99.9014 99.9336 99.9338 99.9338 99.9339

SumRZ 0.0083 0.2832 76.0173 76.0185 76.4688 84.6539 86.8472 87.2087 87.8788 89.2138 89.2138 90.1824 90.257 90.9072 90.9072 91.3282 91.3971 91.7034 91.7045 91.9313

Hal 2-15

KONTROL KINERJA BATAS LAYAN & BATAS ULTIMATE STRUKTUR PROYEK: APARTEMEN CERVINO, JAKARTA

Berdasarkan SNI 03 - 1726 - 2002, Tata Cara Perencanaan Ketahanan Gempa Untuk Bangunan Gedung R

=

7

Kontrol Kinerja Batas Layan Dan Batas Ultimate Akibat Beban Gempa X STORY hi Z ∆S Drift ∆S Syarat Drift ∆S Ket ∆M Drift ∆M (m)

(mm)

(mm)

STORY16

3.70

60.30

40.77

2.47

15.86

STORY15

3.70

56.60

38.30

2.56

15.86

STORY14

3.70

52.90

35.74

2.64

15.86

STORY13

3.70

49.20

33.11

2.73

15.86

STORY12

3.70

45.50

30.38

2.81

15.86

STORY11

3.70

41.80

27.57

2.88

15.86

STORY10

3.70

38.10

24.69

2.94

15.86

STORY9

3.70

34.40

21.75

2.96

15.86

STORY8

3.70

30.70

18.79

2.95

15.86

STORY7

3.70

27.00

15.84

2.89

15.86

STORY6

3.70

23.30

12.95

2.78

15.86

STORY5

3.70

19.60

10.18

2.61

15.86

STORY4

3.70

15.90

7.56

2.38

15.86

STORY3

3.70

12.20

5.19

2.06

15.86

STORY2

3.70

8.50

3.13

1.66

15.86

STORY1

4.80

4.80

1.47

1.47

20.57

BAS1

(mm)

(mm)

(mm)

Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok

(mm)

Syarat Drift ∆M

Ket

(mm)

199.75

12.09

74

187.66

12.52

74

175.14

12.92

74

162.22

13.35

74

148.87

13.77

74

135.10

14.13

74

120.96

14.39

74

106.57

14.50

74

92.07

14.44

74

77.63

14.16

74

63.48

13.62

74

49.86

12.80

74

37.06

11.64

74

25.43

10.10

74

15.32

8.14

74

7.18

7.18

96

Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok

Hal 2-16

Kontrol Kinerja Batas Layan Dan Batas Ultimate Akibat Beban Gempa Y STORY hi Z ∆S Drift ∆S Syarat Drift ∆S Ket ∆M Drift ∆M (m)

(mm)

(mm)

STORY16

3.70

60.30

50.60

3.11

15.86

STORY15

3.70

56.60

47.48

3.20

15.86

STORY14

3.70

52.90

44.29

3.29

15.86

STORY13

3.70

49.20

40.99

3.40

15.86

STORY12

3.70

45.50

37.59

3.50

15.86

STORY11

3.70

41.80

34.09

3.59

15.86

STORY10

3.70

38.10

30.50

3.65

15.86

STORY9

3.70

34.40

26.85

3.67

15.86

STORY8

3.70

30.70

23.18

3.65

15.86

STORY7

3.70

27.00

19.53

3.57

15.86

STORY6

3.70

23.30

15.95

3.43

15.86

STORY5

3.70

19.60

12.52

3.22

15.86

STORY4

3.70

15.90

9.30

2.92

15.86

STORY3

3.70

12.20

6.38

2.53

15.86

STORY2

3.70

8.50

3.85

2.03

15.86

STORY1

4.80

4.80

1.82

1.82

20.57

BAS1

0.00

∆S : Kinerja batas Layan ∆M : Kinerja batas Ultimate

(mm)

(mm)

(mm)

Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok

(mm)

Syarat Drift ∆M

Ket

(mm)

247.92

15.24

74

232.68

15.66

74

217.01

16.14

74

200.87

16.67

74

184.21

17.17

74

167.04

17.59

74

149.45

17.88

74

131.56

18.00

74

113.57

17.89

74

95.68

17.51

74

78.17

16.82

74

61.35

15.77

74

45.58

14.31

74

31.27

12.39

74

18.88

9.95

74

8.92

8.92

96

Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok Ok

Hal 2-17

ETABS

3-D View Mode 1

Hal 2-18

ETABS

3-D View Mode 2

Hal 2-19

ETABS

3-D View Mode 3

Hal 2-20

M O D A L

P E R I O D S

A N D

MODE NUMBER Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

M O D A L

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

M O D A L

PERIOD (TIME)

FREQUENCY (CYCLES/TIME)

CIRCULAR FREQ (RADIANS/TIME)

2.30611 1.86958 1.17740 0.54514 0.44996 0.38126 0.23402 0.22977 0.18250 0.16143 0.13037 0.12169 0.10391 0.09595 0.08623 0.07807 0.06924 0.06495 0.06297 0.05500

0.43363 0.53488 0.84933 1.83438 2.22241 2.62285 4.27315 4.35212 5.47931 6.19462 7.67045 8.21747 9.62399 10.42191 11.59671 12.80828 14.44283 15.39616 15.88026 18.18329

2.72459 3.36075 5.33650 11.52573 13.96384 16.47985 26.84899 27.34518 34.42752 38.92196 48.19484 51.63186 60.46932 65.48279 72.86429 80.47679 90.74697 96.73693 99.77861 114.24899

P A R T I C I P A T I O N

MODE Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode

F R E Q U E N C I E S

F A C T O R S

UX

UY

UZ

RX

RY

RZ

0.0061 -65.4097 -2.9467 0.1588 30.0383 9.1258 -6.1970 2.6848 17.5413 4.5708 0.1347 -0.9989 -13.1510 -0.4758 -0.0369 1.3978 9.7817 0.9882 -0.0670 -0.7307

-65.4535 0.0114 -0.2072 31.6812 -0.2559 0.2816 -7.3339 -17.7108 0.0916 0.4612 -13.7192 0.1148 -0.0593 -0.2460 10.5114 -0.1071 -0.0147 0.8008 8.4768 -0.1309

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3032.1777 -0.4888 16.2056 -298.9049 2.8645 -4.2395 65.5845 161.8162 -1.6627 -1.6177 81.8574 -1.8662 0.5442 0.2359 -56.8167 1.5840 -0.2566 -2.6136 -36.8131 -0.2474

0.5147 -3027.6543 -170.9536 1.8804 279.1434 91.6095 -57.2964 24.5608 162.7640 31.4209 0.6067 -5.6955 -80.3153 -0.9280 -0.0503 7.3776 54.8697 4.2109 -0.1015 -3.2979

5.5874 32.2286 -534.8923 -2.1457 -41.2448 175.8462 91.0272 -36.9559 50.3145 -71.0162 -0.2928 60.4887 -16.7942 49.5607 -0.0672 -39.8808 16.1277 -34.0204 2.0385 29.2725

P A R T I C I P A T I N G

M A S S

MODE NUMBER

X-TRANS %MASS

Y-TRANS %MASS

Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode

0.00 66.48 0.13 0.00 14.02 1.29 0.60 0.11 4.78 0.32 0.00 0.02 2.69 0.00 0.00 0.03 1.49 0.02 0.00 0.01

66.57 0.00 0.00 15.60 0.00 0.00 0.84 4.87 0.00 0.00 2.92 0.00 0.00 0.00 1.72 0.00 0.00 0.01 1.12 0.00

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

< < < < < < < < < < < < < < < < < < < <

0> 66> 67> 67> 81> 82> 83> 83> 87> 88> 88> 88> 90> 90> 90> 90> 92> 92> 92> 92>

< < < < < < < < < < < < < < < < < < < <

R A T I O S Z-TRANS %MASS

67> 67> 67> 82> 82> 82> 83> 88> 88> 88> 91> 91> 91> 91> 93> 93> 93> 93> 94> 94>

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

M O D A L L O A D P A R T I C I P A T I O N (STATIC AND DYNAMIC RATIOS ARE IN PERCENT) TYPE

NAME

Load Load Load Load Load Load Load Load Load Accel

SDL LIVE DEAD EQX EQY HKIRI HKANAN HDEPAN HBLKANG UX

STATIC

DYNAMIC

2.2824 0.2565 0.2295 99.9997 99.9999 9.4628 9.3184 21.2437 21.2437 99.9974

0.2934 0.0241 1.0534 87.1565 88.5690 0.2934 0.2853 1.6960 1.6960 91.9916

< < < < < < < < < < < < < < < < < < < <

0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0> 0>

RX-ROTN %MASS

RY-ROTN %MASS

RZ-ROTN %MASS

98.55 0.00 0.00 0.96 0.00 0.00 0.05 0.28 0.00 0.00 0.07 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.01 0.00

0.00 98.26 0.31 0.00 0.84 0.09 0.04 0.01 0.28 0.01 0.00 0.00 0.07 0.00 0.00 0.00 0.03 0.00 0.00 0.00

0.01 0.27 75.73 0.00 0.45 8.19 2.19 0.36 0.67 1.33 0.00 0.97 0.07 0.65 0.00 0.42 0.07 0.31 0.00 0.23

< 99> < 99> < 99>

< 0> < 98> < 99> < 99> < 99> < 99>

< < < < < < < < < < < < < < < < < < < <

0> 0> 76> 76> 76> 85> 87> 87> 88> 89> 89> 90> 90> 91> 91> 91> 91> 92> 92> 92>

R A T I O S

Hal 2-26

Accel Accel Accel Accel Accel

UY UZ RX RY RZ

99.9982 0.0000 100.0000 100.0000 97.6086

93.6509 0.0000 99.9591 99.9339 91.9313

R E S P O N S E S P E C T R U M A C C E L E R A T I O N S (IN RESPONSE SPECTRUM LOCAL COORDINATES) SPEC

MODE

PERIOD

DAMP-RATIO SPEC-FACTOR

SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX

Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

2.306106 1.869577 1.177398 0.545144 0.449961 0.381265 0.234019 0.229773 0.182505 0.161430 0.130370 0.121692 0.103907 0.095952 0.086231 0.078074 0.069239 0.064951 0.062971 0.054996

0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000

SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY

Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

2.306106 1.869577 1.177398 0.545144 0.449961 0.381265 0.234019 0.229773 0.182505 0.161430 0.130370 0.121692 0.103907 0.095952 0.086231 0.078074 0.069239 0.064951 0.062971 0.054996

0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000 0.050000

R E S P O N S E S P E C T R U M M O D A L (IN RESPONSE SPECTRUM LOCAL COORDINATES) SPEC

MODE

SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX

Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode

SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY

Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode

PERIOD

U1

U2

U3

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

218.030358 270.989591 426.965024 800.800000 800.800000 800.800000 800.800000 800.800000 800.800000 800.800000 800.800000 783.280912 710.955130 678.603598 639.074106 605.902965 569.969960 552.535115 544.483138 512.048547

0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

218.030358 270.989591 426.965024 800.800000 800.800000 800.800000 800.800000 800.800000 800.800000 800.800000 800.800000 783.280912 710.955130 678.603598 639.074106 605.902965 569.969960 552.535115 544.483138 512.048547

0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

A M P L I T U D E S U1

U2

U3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

2.306106 -0.178172 1.869577 1569.356406 1.177398 44.178711 0.545144 -0.957314 0.449961 -123.364244 0.381265 -26.908327 0.234019 6.884107 0.229773 -2.875228 0.182505 -11.851515 0.161430 -2.416143 0.130370 -0.046425 0.121692 0.293505 0.103907 2.556992 0.095952 0.075299 0.086231 0.004442 0.078074 -0.130772 0.069239 -0.677021 0.064951 -0.058345 0.062971 0.003665 0.054996 0.028663

0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

2.306106 1.869577 1.177398 0.545144 0.449961 0.381265 0.234019 0.229773 0.182505 0.161430 0.130370 0.121692 0.103907 0.095952 0.086231 0.078074

0.000000 1922.420818 0.000000 -0.274333 0.000000 3.106722 0.000000 -190.980428 0.000000 1.051052 0.000000 -0.830261 0.000000 8.147134 0.000000 18.967118 0.000000 -0.061856 0.000000 -0.243803 0.000000 4.729882 0.000000 -0.033719 0.000000 0.011525 0.000000 0.038931 0.000000 -1.265272 0.000000 0.010019

0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

Hal 2-26

SPECY SPECY SPECY SPECY

Mode Mode Mode Mode

17 18 19 20

0.069239 0.064951 0.062971 0.054996

0.000000 0.000000 0.000000 0.000000

R E S P O N S E S P E C T R U M B A S E (IN RESPONSE SPECTRUM LOCAL COORDINATES) SPEC

MODE

SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX

Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode

SPECX

All

SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY

Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode Mode

SPECY

All

C E N T E R S

DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

STORY LEVEL

DIAPHRAGM NAME

STORY16 STORY15 STORY14 STORY13 STORY12 STORY11 STORY10 STORY9 STORY8 STORY7 STORY6 STORY5 STORY4 STORY3 STORY2 STORY1 BAS1

D17 D16 D15 D14 D13 D12 D11 D10 D9 D8 D7 D6 D5 D4 D3 D2 D1

S T O R Y

F2

U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1 U1

0.01 1159408.88 3707.32 20.20 722560.47 66690.29 30752.67 5772.23 246403.32 16730.15 14.52 781.60 122958.05 153.63 0.87 1183.89 54535.63 539.53 2.44 273.36

-86.57 -202.67 260.70 4028.97 -6156.15 2057.74 36394.87 -38077.90 1286.03 1688.17 -1479.40 -89.79 554.21 79.43 -247.87 -90.70 -82.06 437.23 -309.29 48.96

All

1413988.50

11811.03

-86.57 -202.67 260.70 4028.97 -6156.15 2057.74 36394.87 -38077.90 1286.03 1688.17 -1479.40 -89.79 554.21 79.43 -247.87 -90.70 -82.06 437.23 -309.29 48.96

934076.88 0.04 18.33 803763.30 52.45 63.49 43072.23 251189.83 6.71 170.35 150722.75 10.32 2.50 41.07 70611.50 6.95 0.12 354.33 39124.36 8.77

11811.03

1284603.29

U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2

C U M U L A T I V E

0.000000 0.000000 0.000000 0.000000

R E A C T I O N S F1

All O F

0.001019 -0.047282 -0.463597 0.005134

M A S S

&

F3

M1

M2

M3

0.00 4010473.108 680.764 -945465.801 0.00 8664429.456 5.367E+10 -6670579040 0.00-20388775.37215082171.50 55797078.79 0.00 -38012363.3 239131.982 43916108.32 0.00 68905289.82 6714697088 -4279934468 0.00-30981845.03 669473885.7-223390488.7 0.00 -325465494284335244.48170526116.61 0.00 347901364.9 52805160.07 -458525795 0.00-23356179.162286355041.1 -1313517458 0.00 -5921383.01115008823.58-101337626.0 0.00 8827032.734 65418.606-16294277.45 0.00 1460185.196 4456415.249-11053169.68 0.00 -5087987.13 750927234.8 -678470299 0.00 -76181.058 299642.882-1391879.518 0.00 1339800.969 1186.135-2724097.503 0.00 1341565.621 6248458.671-11785925.64 0.00-1430364.207305913349.55-302508321.8 0.00-1427033.425 2299125.807 269739.073 0.00 1343177.358 3703.105 -3425147.18 0.00 92556.579 1233845.298-2292732.095 0.00117118859.87

5.421E+10

8149420299

0.00 -4.327E+10 -7345229.23 1.020E+10 0.00 -1514.593 -9381169.91 1166056.615 0.00-1433773.24715124942.904 3923745.167 0.00 -7583316590 47705887.40 8761090440 0.00 -587066.586 -57208587.4 36464638.95 0.00 -955949.59920656719.838 -6892747.93 0.00 -385178634 336502219.2201812535.68 0.00 -2295013092 -3483416453024773139.0 0.00 -121900.86211932972.764 -6855526.71 0.00 -597503.27311605084.218-10225577.89 0.00 -899309720 -6664933.711660082445.5 0.00 -167749.291 -511962.797 1269812.473 0.00 -22933.250 3384678.723-3058091.222 0.00 -39387.404 154922.439 -719634.549 0.00 -381671299 -337896.178 776018122.5 0.00 -102781.883 -478715.568 902959.656 0.00 2152.398 -460335.457 455211.604 0.00-1156459.569 1863198.152 218594.972 0.00-169909834.8 -468437.004 433275761.1 0.00 16577.397 220988.536 -410641.034 0.00

C E N T E R S

4.406E+10112361285.93 O F

1.403E+10

R I G I D I T Y

/----------CENTER OF MASS----------//--CENTER OF RIGIDITY--/ MASS ORDINATE-X ORDINATE-Y ORDINATE-X ORDINATE-Y 2.815E+02 3.326E+02 3.326E+02 3.326E+02 3.326E+02 3.326E+02 3.326E+02 3.326E+02 3.326E+02 3.326E+02 3.326E+02 3.326E+02 3.326E+02 3.326E+02 3.326E+02 3.469E+02 4.385E+02

10903.432 10918.274 10918.274 10918.274 10918.274 10918.274 10918.274 10918.274 10918.274 10918.274 10918.274 10918.274 10918.274 10918.274 10918.274 10933.099 11193.373

5230.515 5278.807 5278.807 5278.807 5278.807 5278.807 5278.807 5278.807 5278.807 5278.807 5278.807 5278.807 5278.807 5278.807 5278.807 5298.600 5433.263

11034.678 11036.546 11038.122 11039.882 11041.883 11044.179 11046.847 11049.991 11053.763 11058.401 11064.296 11072.152 11083.399 11101.516 11136.869 11251.514 13851.423

5154.737 5105.598 5060.865 5021.612 4985.492 4951.210 4917.866 4884.827 4851.662 4818.125 4784.165 4749.987 4716.186 4684.143 4657.365 4653.319 5653.094

F O R C E S

STORY

LOAD

STORY16 STORY15 STORY14 STORY13 STORY12 STORY11 STORY10 STORY9

EQX EQX EQX EQX EQX EQX EQX EQX

P

VX

VY

T

MX

MY

-9.177E-08 -8.299E-08 -7.179E-08 -1.270E-07 -1.795E-07 -1.951E-07 -2.755E-07 -2.447E-07

-1.440E+05 -3.044E+05 -4.537E+05 -5.930E+05 -7.223E+05 -8.416E+05 -9.498E+05 -1.048E+06

-7.852E-01 -1.573E+00 -2.458E+00 -3.432E+00 -4.486E+00 -5.612E+00 -6.799E+00 -8.037E+00

9.299E+08 1.978E+09 2.955E+09 3.869E+09 4.719E+09 5.504E+09 6.217E+09 6.866E+09

2.905E+03 8.727E+03 1.782E+04 3.052E+04 4.712E+04 6.788E+04 9.304E+04 1.228E+05

-5.329E+08 -1.659E+09 -3.338E+09 -5.532E+09 -8.205E+09 -1.132E+10 -1.483E+10 -1.871E+10

Hal 2-26

STORY8 STORY7 STORY6 STORY5 STORY4 STORY3 STORY2 STORY1 BAS1 STORY16 STORY15 STORY14 STORY13 STORY12 STORY11 STORY10 STORY9 STORY8 STORY7 STORY6 STORY5 STORY4 STORY3 STORY2 STORY1 BAS1 STORY16 STORY15 STORY14 STORY13 STORY12 STORY11 STORY10 STORY9 STORY8 STORY7 STORY6 STORY5 STORY4 STORY3 STORY2 STORY1 BAS1 STORY16 STORY15 STORY14 STORY13 STORY12 STORY11 STORY10 STORY9 STORY8 STORY7 STORY6 STORY5 STORY4 STORY3 STORY2 STORY1 BAS1

EQX EQX EQX EQX EQX EQX EQX EQX EQX EQY EQY EQY EQY EQY EQY EQY EQY EQY EQY EQY EQY EQY EQY EQY EQY EQY SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECX SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY SPECY

S U P P O R T

-2.937E-07 -3.427E-07 -3.269E-07 -3.266E-07 -3.706E-07 -3.687E-07 -3.690E-07 -3.574E-07 -3.622E-07 -8.168E-08 -1.232E-07 6.683E-08 -9.717E-08 -1.823E-07 -1.465E-07 -2.848E-07 -2.836E-07 -2.575E-07 -3.041E-07 -3.273E-07 -3.249E-07 -3.485E-07 -3.222E-07 -3.459E-07 -3.345E-07 -3.301E-07 7.832E-09 9.454E-09 9.680E-08 8.093E-08 1.741E-07 1.918E-07 2.224E-07 2.443E-07 2.742E-07 2.761E-07 2.907E-07 2.789E-07 2.906E-07 3.023E-07 3.160E-07 3.106E-07 3.092E-07 6.444E-08 9.567E-08 2.349E-08 1.311E-07 1.532E-07 2.066E-07 2.081E-07 2.693E-07 2.389E-07 2.244E-07 2.710E-07 2.858E-07 2.841E-07 2.800E-07 2.999E-07 2.784E-07 2.835E-07

-1.136E+06 -1.213E+06 -1.280E+06 -1.336E+06 -1.382E+06 -1.417E+06 -1.442E+06 -1.457E+06 -1.470E+06 -1.228E+01 -2.731E+01 -4.370E+01 -6.136E+01 -8.022E+01 -1.002E+02 -1.212E+02 -1.431E+02 -1.659E+02 -1.894E+02 -2.135E+02 -2.378E+02 -2.621E+02 -2.857E+02 -3.071E+02 -3.240E+02 -3.247E+02 2.377E+05 4.425E+05 5.888E+05 6.938E+05 7.718E+05 8.327E+05 8.856E+05 9.383E+05 9.959E+05 1.061E+06 1.133E+06 1.208E+06 1.281E+06 1.347E+06 1.399E+06 1.432E+06 1.436E+06 3.279E+03 5.463E+03 6.073E+03 5.404E+03 4.262E+03 3.941E+03 4.958E+03 6.318E+03 7.112E+03 6.890E+03 5.707E+03 4.513E+03 5.305E+03 7.790E+03 1.022E+04 1.172E+04 1.183E+04

-9.312E+00 -1.061E+01 -1.190E+01 -1.315E+01 -1.431E+01 -1.530E+01 -1.593E+01 -1.569E+01 -1.202E+01 -1.175E+05 -2.484E+05 -3.713E+05 -4.852E+05 -5.910E+05 -6.877E+05 -7.764E+05 -8.570E+05 -9.285E+05 -9.919E+05 -1.047E+06 -1.093E+06 -1.131E+06 -1.160E+06 -1.180E+06 -1.192E+06 -1.206E+06 4.035E+03 6.590E+03 7.128E+03 6.156E+03 4.662E+03 4.258E+03 5.474E+03 6.871E+03 7.490E+03 7.104E+03 6.038E+03 5.322E+03 6.227E+03 8.322E+03 1.035E+04 1.165E+04 1.183E+04 2.445E+05 4.423E+05 5.711E+05 6.523E+05 7.019E+05 7.328E+05 7.570E+05 7.849E+05 8.256E+05 8.834E+05 9.556E+05 1.037E+06 1.119E+06 1.196E+06 1.259E+06 1.301E+06 1.309E+06

7.448E+09 7.958E+09 8.401E+09 8.778E+09 9.081E+09 9.316E+09 9.483E+09 9.582E+09 9.637E+09 -1.024E+09 -2.168E+09 -3.242E+09 -4.237E+09 -5.162E+09 -6.008E+09 -6.784E+09 -7.489E+09 -8.114E+09 -8.667E+09 -9.150E+09 -9.552E+09 -9.882E+09 -1.014E+10 -1.032E+10 -1.042E+10 -1.053E+10 1.586E+09 3.042E+09 4.141E+09 4.921E+09 5.425E+09 5.713E+09 5.866E+09 5.980E+09 6.148E+09 6.436E+09 6.860E+09 7.375E+09 7.911E+09 8.397E+09 8.775E+09 9.004E+09 9.022E+09 2.660E+09 4.802E+09 6.186E+09 7.054E+09 7.593E+09 7.940E+09 8.218E+09 8.539E+09 9.000E+09 9.641E+09 1.043E+10 1.131E+10 1.220E+10 1.303E+10 1.372E+10 1.418E+10 1.426E+10

1.572E+05 1.965E+05 2.405E+05 2.891E+05 3.421E+05 3.987E+05 4.576E+05 5.329E+05 5.750E+05 4.348E+08 1.354E+09 2.728E+09 4.523E+09 6.709E+09 9.254E+09 1.213E+10 1.530E+10 1.873E+10 2.240E+10 2.628E+10 3.032E+10 3.451E+10 3.880E+10 4.317E+10 4.889E+10 5.311E+10 1.493E+07 3.928E+07 6.543E+07 8.726E+07 1.010E+08 1.057E+08 1.030E+08 9.675E+07 9.091E+07 8.674E+07 8.171E+07 7.163E+07 5.382E+07 3.102E+07 3.104E+07 7.781E+07 1.175E+08 9.045E+08 2.535E+09 4.621E+09 6.964E+09 9.428E+09 1.192E+10 1.439E+10 1.681E+10 1.922E+10 2.165E+10 2.417E+10 2.687E+10 2.980E+10 3.301E+10 3.652E+10 4.146E+10 4.528E+10

-2.291E+10 -2.740E+10 -3.213E+10 -3.708E+10 -4.219E+10 -4.743E+10 -5.277E+10 -5.976E+10 -6.490E+10 -4.545E+04 -1.465E+05 -3.082E+05 -5.352E+05 -8.320E+05 -1.203E+06 -1.651E+06 -2.181E+06 -2.794E+06 -3.495E+06 -4.285E+06 -5.165E+06 -6.135E+06 -7.192E+06 -8.328E+06 -9.883E+06 -1.102E+07 8.793E+08 2.512E+09 4.670E+09 7.181E+09 9.927E+09 1.283E+10 1.584E+10 1.894E+10 2.213E+10 2.545E+10 2.891E+10 3.256E+10 3.643E+10 4.054E+10 4.486E+10 5.077E+10 5.521E+10 1.213E+07 3.229E+07 5.449E+07 7.351E+07 8.589E+07 9.052E+07 8.869E+07 8.376E+07 7.996E+07 7.913E+07 7.827E+07 7.199E+07 5.640E+07 3.248E+07 2.528E+07 7.251E+07 1.127E+08

R E A C T I O N S

STORY

POINT

LOAD

FX

FY

FZ

MX

MY

MZ

BASE BASE BASE BASE

22 22 22 22

EQX EQY SPECX SPECY

-129.22 -153.23 116.40 142.52

-13161.87 -328889.61 21262.83 334237.09

126831.07 -108233.92 106171.75 98807.43

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

2 2 2 2

EQX EQY SPECX SPECY

-128.47 223.33 118.24 185.87

-535.81 -490617.28 21175.85 444205.18

-174564.05 21491.26 149083.46 38658.92

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

14 14 14 14

EQX EQY SPECX SPECY

462130.19 319962.59 400111.44 283050.61

318864.45 2192133.24 270698.70 -2413290.16 279777.37 1926975.45 243927.41 2163305.52

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

Hal 2-26

BASE BASE BASE BASE

10 10 10 10

EQX EQY SPECX SPECY

462714.52 -264026.17 401189.97 242144.71

-309218.27 -2175898.12 254739.30 -2371929.57 271032.54 1907158.37 223223.56 2149887.77

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

15 15 15 15

EQX EQY SPECX SPECY

79128.30 -284518.90 68725.45 252348.14

-322894.13 288626.03 282758.22 255595.05

2180145.30 1331196.33 1912928.37 1223477.25

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

11 11 11 11

EQX EQY SPECX SPECY

78878.38 273795.40 68101.18 246497.96

332455.37 -2194627.48 260762.80 1405403.00 291355.21 1929221.43 231684.28 1256782.66

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

25 25 25 25

EQX EQY SPECX SPECY

775984.84 -21226.41 677692.38 8373.84

22.81 8892.29 39.02 8139.62

-2222.01 2201295.60 7951.46 1982599.29

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

13 13 13 13

EQX EQY SPECX SPECY

-257227.41 113594.64 240421.23 84030.56

1596.84 -1560.56 1424.01 1319.58

100854.10 -510732.36 85815.57 434488.15

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

9 9 9 9

EQX EQY SPECX SPECY

-257013.29 51638.37 240195.36 33222.20

-1542.59 -1366.44 1368.39 1353.37

-101063.49 -517635.08 85780.97 435868.61

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

16 16 16 16

EQX EQY SPECX SPECY

-267882.13 -99132.44 241583.52 74090.77

-653.45 717.26 563.11 776.97

35945.48 291841.32 32666.99 251465.64

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

12 12 12 12

EQX EQY SPECX SPECY

-270807.08 -90782.97 243880.99 67016.39

687.57 994.25 588.47 783.30

-29152.41 306791.04 27689.05 258477.29

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

17 17 17 17

EQX EQY SPECX SPECY

-355198.61 110055.84 323658.20 73208.64

486.10 2458.83 673.57 2780.19

304973.86 -497130.22 257125.13 428380.16

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

5 5 5 5

EQX EQY SPECX SPECY

-356401.65 102255.15 324784.68 76104.09

-429.78 3561.24 608.50 2685.98

-303113.50 -523806.66 254978.25 433377.41

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

20 20 20 20

EQX EQY SPECX SPECY

-326817.46 -95427.76 291319.98 64397.78

-1731.38 6935.43 1571.39 7447.02

201325.48 383138.17 172007.35 328432.90

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

8 8 8 8

EQX EQY SPECX SPECY

-306454.07 -114819.26 275264.87 83300.98

1960.72 9986.48 1730.38 7892.30

-230148.41 365673.14 196155.98 310614.12

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

23 23 23 23

EQX EQY SPECX SPECY

2632.16 76.87 2338.32 55.03

14931.70 -525169.95 22353.47 527318.86

278431.24 108536.51 238924.85 96714.02

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

3 3 3 3

EQX EQY SPECX SPECY

2173.07 -130.01 1931.91 182.97

-2802.59 -299235.36 10110.25 268378.28

-247254.05 713214.34 224179.00 621789.99

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

24 24 24 24

EQX EQY SPECX SPECY

-233378.82 -84792.08 205103.98 59659.15

-40686.62 -328156.28 36438.90 318599.79

512133.11 853977.78 441698.33 760873.61

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

4 4 4 4

EQX EQY SPECX SPECY

-222705.44 -51797.63 196533.97 39656.10

16137.27 64346.80 15417.16 45885.00

-488933.96 313245.09 417508.01 277601.36

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

21 21 21 21

EQX EQY SPECX SPECY

-250714.02 82754.68 225145.37 56843.91

-28188.43 -158824.57 24310.81 151271.46

508502.98 -824136.18 426864.67 737788.76

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

1 1 1 1

EQX EQY SPECX SPECY

-251332.74 51137.40 225743.07 42117.72

34546.71 -493331.55 -271838.42 -1027440.99 31770.84 410309.43 252330.07 852277.55

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE BASE BASE BASE

19 19 19 19

EQX EQY SPECX SPECY

11443.08 -364.78 9982.00 807.72

-2551.54 11736.84 2425.01 12413.02

872905.75 243168.42 744421.98 209072.06

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

BASE

7

EQX

11428.68

2694.92

-873872.57

0.000

0.000

0.000

Hal 2-26

BASE BASE BASE

7 7 7

Summation Summation Summation Summation

0, 0, 0, 0,

EQY SPECX SPECY 0, 0, 0, 0,

Base Base Base Base

EQX EQY SPECX SPECY

1352.72 9964.33 834.13

15637.95 2460.51 12509.39

255363.13 745439.62 213069.25

0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000 0.000

-1469677.21 -12.02 0.00 -324.65 -1205564.24 0.00 4673906.85 1321215.82 12701055.49 1788271.80 3354756.74 15563809.72

-1.598E+10 6323444555 5.649E+10 3.601E+10

-9.069E+10 1.067E+10 -1.695E+10 -1.554E+11

3814385155 -2.017E+10 -1.176E+10 3.296E+10

Hal 2-26

Hal 2-26