DINAMIKA STRUKTUR TES031

7/25/2019 DINAMIKA STRUKTUR TES031

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1. DATA 2. DATA

Dimensi Inersia DiketahuiLantai

Tinggi

cm/cm cm^4 Asumsi m cm

50/50 520833.3Ec

200000 kg/cm^2 1 6 600

55/55 62552.1 200 m!a 2 6 600

60/60 1080000 "ra#itasi $80 3 6 600

65/65 148552 4 5.5 550

0/0 2000833

5/5 26361$

%&at &antai kakusem!urna


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3. 'E'A'(A) TI)"'AT

*Lantai

Tinggi Inersia '

t+n 'g cm cm^4 kg/cm

550 5500001

600 2 0/0 2000833 22231.48

500 500000 600 4 5/5 26361$ 2$2$6.88

450 4500002

600 6 0/0 2000833 22231.48

325 325000 600 0 0/0 2000833 22231.48

3600 2 60/60 1080000 12000.00

600 4 65/65 148552 16528.36

4550 4 60/60 1080000 155$.26

550 0 60/60 1080000 155$.26

,an-ak'+&+m

'+&+m 1&antai


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4. 'E'A'(A) LATEAL

'T 'TLantai

atrik 'ekakuan Latera&

kg/cm kg/cm ' 1 2 3

161650.5161650.5 1 1 2$503$.4 13338$ 0

133388.$ 2 2 13338$ 223502.3 $0113.43

133388.$$0113.43 3 3 0 $0113.43 152430.5

6231.05 4 4 0 0 6231.05

$0113.43

6231.05


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5. AA

assa kg.s^2/cm Lantaiatrik ass

4 1 2

0 1 561.2245 1 1 561.224 0

0 2 510.2041 2 2 0 510.204

6231.05 3 45$.183 3 3 0 0

6231.05 4 331.632 4 4 0 0


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6. LE'I,ILITA

aLantai

atrik &eksi&itas

3 4 1 2 3

0 0 1 1 0.000006 0.000006 0.000006

0 0 2 2 0.000006 0.000014 0.000014

45$.184 0 3 3 0.000006 0.000014 0.000025

0 331.633 4 4 0.000006 0.000014 0.000025

5 5


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. %E)"EE'A)

Lantai04. I 7 '

4 I 1 2 3 4

0.000006 1 1 1.00 0.00 0.00 0.00

0.000014 2 2 0.00 1.00 0.00 0.00

0.000025 3 3 0.00 0.00 1.00 0.00

0.000041 4 4 0.00 0.00 0.00 1.00


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8. DI)AI

Lantaiatrik Dinamis D 7

D 1 2 3 4

1 1 0.0035 0.0032 0.0028 0.0021

2 2 0.0035 0.000 0.0063 0.0045

3 3 0.0035 0.000 0.0114 0.0082

4 4 0.0035 0.000 0.0114 0.0135


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$. +9e I

LantaiI'L( I

A D D A

1 0.2 0.0035 0.0032 0.0028 0.0021 0.00

2 0.5 0.0035 0.000 0.0063 0.0045 0.014

3 0.8 0.0035 0.000 0.0114 0.0082 0.022

4 1 0.0035 0.000 0.0114 0.0135 0.02

LantaiI'L( 2

A D D A

1 0.246 0.0035 0.0032 0.0028 0.0021 0.00

2 0.513 0.0035 0.000 0.0063 0.0045 0.014

3 0.802 0.0035 0.000 0.0114 0.0082 0.022

4 1.000 0.0035 0.000 0.0114 0.0135 0.02

LantaiI'L( 3

A D D A

1 0.251 0.0035 0.0032 0.0028 0.0021 0.00

2 0.51 0.0035 0.000 0.0063 0.0045 0.014

3 0.804 0.0035 0.000 0.0114 0.0082 0.022

4 1.000 0.0035 0.000 0.0114 0.0135 0.02


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10.1 +9e Terakhir

Lantai%:L:("E

; *


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28/44

10.2 +9e Terakhir

Lantai%:L:("E

E 7 ^1 '

0 1 525.06 23.65 0.000 0.000

0 2 261.442 438.065 16.622 0.000

0 3 0.000 1$6.24 331.$60 135.13

0.003015 4 0.000 0.000 18.$10 18.$10


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10.2 +9e Terakhir

LantaiI'L( I

A E E A

1 1 525.1 23.6 0.00 0.00 63.381

2 1 261.44 438.06 16.62 0.00 86.12$

3 1 0.00 1$6.25 331.$6 135.1 663.$1$

4 1 0.00 0.00 18.$1 18.$1 35.820

LantaiI'L( 2

A E E A

1 2.031 525.1 23.6 0.00 0.00 1621.$16

2 2.331 261.44 438.06 16.62 0.00 1864.30$

3 1.6 0.00 1$6.25 331.$6 135.1 11$.650

4 1.000 0.00 0.00 18.$1 18.$1 51$.80

LantaiI'L( 3

A E E A

1 3.120 525.1 23.6 0.00 0.00 24$2.454

2 3.586 261.44 438.06 16.62 0.00 28.386

3 2.26$ 0.00 1$6.25 331.$6 135.1 15$2.34

4 1.000 0.00 0.00 18.$1 18.$1 614.301

LantaiI'L( 4

A E E A

1 4.05 525.1 23.6 0.00 0.00 3211.43$

2 4.53 261.44 438.06 16.62 0.00 3506.424

3 2.5$3 0.00 1$6.25 331.$6 135.1 1886.83

4 1.000 0.00 0.00 18.$1 18.$1 65.115

LantaiI'L( 5

A E E A

1 4.5 525.1 23.6 0.00 0.00 335.161

2 5.1$4 261.44 438.06 16.62 0.00 4012.51

3 2.$5 0.00 1$6.25 331.$6 135.1 2082.64 1.000 0.00 0.00 18.$1 18.$1 13.0$8

LantaiI'L( 6

A E E A

1 5.238 525.1 23.6 0.00 0.00 40$0.$85

2 5.62 261.44 438.06 16.62 0.00 4350.224

3 2.$21 0.00 1$6.25 331.$6 135.1 220$.541

4 1.000 0.00 0.00 18.$1 18.$1 36.46

LantaiI'L(

A E E A


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1 5.553 525.1 23.6 0.00 0.00 4322.512

2 5.$05 261.44 438.06 16.62 0.00 4568.042

3 2.$$$ 0.00 1$6.25 331.$6 135.1 22$0.045

4 1.000 0.00 0.00 18.$1 18.$1 51.461

LantaiI'L( 8

A E E A

1 5.52 525.1 23.6 0.00 0.00 4468.34

2 6.0$ 261.44 438.06 16.62 0.00 405.043

3 3.04 0.00 1$6.25 331.$6 135.1 2340.30

4 1.000 0.00 0.00 18.$1 18.$1 60.55

LantaiI'L( $

A E E A

1 5.86 525.1 23.6 0.00 0.00 455$.15

2 6.186 261.44 438.06 16.62 0.00 48$.6203 3.0 0.00 1$6.25 331.$6 135.1 231.230

4 1.000 0.00 0.00 18.$1 18.$1 66.12

LantaiI'L( I0

A E E A

1 5.$51 525.1 23.6 0.00 0.00 4614.32

2 6.252 261.44 438.06 16.62 0.00 4841.151

3 3.0$5 0.00 1$6.25 331.$6 135.1 23$0.041

4 1.000 0.00 0.00 18.$1 18.$1 6$.508

LantaiI'L( I1

A E E A

1 5.$$6 525.1 23.6 0.00 0.00 464.64$

2 6.2$1 261.44 438.06 16.62 0.00 482.23

3 3.106 0.00 1$6.25 331.$6 135.1 2401.3$4

4 1.000 0.00 0.00 18.$1 18.$1 1.546

Lantai

I'L( I2

A E E A

1 6.024 525.1 23.6 0.00 0.00 466.662

2 6.315 261.44 438.06 16.62 0.00 48$0.$62

3 3.112 0.00 1$6.25 331.$6 135.1 2408.20$

4 1.000 0.00 0.00 18.$1 18.$1 2.6$

LantaiI'L( I

A E E A

1 6.040 525.1 23.6 0.00 0.00 46$.63

2 6.32$ 261.44 438.06 16.62 0.00 4$02.1433 3.116 0.00 1$6.25 331.$6 135.1 2412.286

4 1.000 0.00 0.00 18.$1 18.$1 3.500


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LantaiI'L( I

A E E A

1 6.050 525.1 23.6 0.00 0.00 4686.86

2 6.338 261.44 438.06 16.62 0.00 4$08.818

3 3.11$ 0.00 1$6.25 331.$6 135.1 2414.1$

4 1.000 0.00 0.00 18.$1 18.$1 3.$3

LantaiI'L( I

A E E A

1 6.056 525.1 23.6 0.00 0.00 46$1.048

2 6.343 261.44 438.06 16.62 0.00 4$12.$

3 3.120 0.00 1$6.25 331.$6 135.1 2416.10

4 1.000 0.00 0.00 18.$1 18.$1 4.1$

Lantai I'L( IA E E A

1 6.05$ 525.1 23.6 0.00 0.00 46$3.586

2 6.346 261.44 438.06 16.62 0.00 4$15.168

3 3.121 0.00 1$6.25 331.$6 135.1 241.034

4 1.000 0.00 0.00 18.$1 18.$1 4.352

LantaiI'L( I

A E E A

1 6.061 525.1 23.6 0.00 0.00 46$5.0$82 6.34 261.44 438.06 16.62 0.00 4$16.5$

3 3.121 0.00 1$6.25 331.$6 135.1 241.548

4 1.000 0.00 0.00 18.$1 18.$1 4.445

LantaiI'L( I

A E E A

1 6.063 525.1 23.6 0.00 0.00 46$5.$$

2 6.34$ 261.44 438.06 16.62 0.00 4$1.41$

3 3.122 0.00 1$6.25 331.$6 135.1 241.855

4 1.000 0.00 0.00 18.$1 18.$1 4.500


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; *


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51.4613

5.52

0.0366.0$

3.04

1.000

; *


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; *


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Lantai,erat

assa ha!eT+n 'g

1 550 550000 561.224 1

2 500 500000 510.204 2

3 450 450000 45$.184 3

4 325 325000 331.633 4

* 7 6.0654 ra9/9etik

Lantai massa < m =

1 1.000 1.000 161650.46 161650 561.224

2 2.05 1.05 133388.8$ 141004 510.204

3 3.1$3 1.136 $0113.43 1023$2 45$.184

4 3.$1 0. 6231.05 4844 331.633

* 7 14.543 ra9/9etik

Lantai massa < m =

1 1.000 1.000 161650.46 161650 561.224

2 1.322 0.322 133388.8$ 42$52 510.204

3 0.216 1.106 $0113.43 $$02 45$.184

4 1.20 1.$36 6231.05 120640 331.633

* 7 21.4658 ra9/9etik

Lantai massa < m =

1 1.000 1.000 161650.46 161650 561.224

2 0.23 0.2 133388.8$ $6$51 510.204

3 1.515 1.8$ $0113.43 16111 45$.184

4 1.043 2.55$ 6231.05 15$454 331.633

* 7 2.8313 ra9/9etik

Lantai massa < m =

1 1.000 1.000 161650.46 161650 561.224

2 1.04 2.04 133388.8$ 23064 510.204

3 0.515 1.562 $0113.43 14054 45$.184

sim!angan&antai < > =

sim!angantingkat < 9> =

kekakuan tingkat< k =

ga-a gesertingkat < ? =














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4 0.165 0.680 6231.05 42362 331.633


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@ist+r- *

6.0654

14.543

21.4658

2.8313

ga-a inersia < ! = sisa

2064

2 38611

53$45

48445


1186$8

22 142655

20$38

120663


258601

14 64220

320626

15$441


43414

8 41381

183116


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4236$


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'E'A'(A) LATEAL

Lantaiatrik 'ekakuan Latera&

' 1 2 3 4

1 1 2$503$.4 13338$ 0 0 1

2 2 13338$ 223502.3 $0113.43 0 2

3 3 0 $0113.43 152430.5 6231.05 3

4 4 0 0 6231.05 6231.05 4


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AA

atrik assa

1 2 3 4 D 1

561.224 0.000 0.000 0.000 1 2$448.12

0.000 510.204 0.000 0.000 2 133388.88$

0.000 0.000 45$.184 0.000 3 0.000

0.000 0.000 0.000 331.633 4 0.000


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' = Determina

2 3 4 D 1 2

133388.88$ 0.000 0.000 1

A)(ALF "222$$2.111 $0113.426 0.000 2

$0113.426 151$1.2$ 6231.055 3

0.000 6231.055 61$85.422 4

IA)BA A)(AL C


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3 4

:D L(' C

DINAMIKA STRUKTUR TES031

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