Post on 01-Mar-2018
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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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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 $$02 45$.184
4 1.20 1.$36 6231.05 120640 331.633
* 7 21.4658 ra9/9etik
Lantai massa < m =
1 1.000 1.000 161650.46 161650 561.224
2 0.23 0.2 133388.8$ $6$51 510.204
3 1.515 1.8$ $0113.43 16111 45$.184
4 1.043 2.55$ 6231.05 15$454 331.633
* 7 2.8313 ra9/9etik
Lantai massa < m =
1 1.000 1.000 161650.46 161650 561.224
2 1.04 2.04 133388.8$ 23064 510.204
3 0.515 1.562 $0113.43 14054 45$.184
sim!angan&antai < > =
sim!angantingkat < 9> =
kekakuan tingkat< k =
ga-a gesertingkat < ? =
sim!angan&antai < > =
sim!angantingkat < 9> =
kekakuan tingkat< k =
ga-a gesertingkat < ? =
sim!angan&antai < > =
sim!angantingkat < 9> =
kekakuan tingkat< k =
ga-a gesertingkat < ? =
sim!angan&antai < > =
sim!angantingkat < 9> =
kekakuan tingkat< k =
ga-a gesertingkat < ? =
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4 0.165 0.680 6231.05 42362 331.633
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@ist+r- *
6.0654
14.543
21.4658
2.8313
ga-a inersia < ! = sisa
2064
2 38611
53$45
48445
ga-a inersia < ! = sisa
1186$8
22 142655
20$38
120663
ga-a inersia < ! = sisa
258601
14 64220
320626
15$441
ga-a inersia < ! = sisa
43414
8 41381
183116
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4236$
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'E'A'(A) LATEAL
Lantaiatrik 'ekakuan Latera&
' 1 2 3 4
1 1 2$503$.4 13338$ 0 0 1
2 2 13338$ 223502.3 $0113.43 0 2
3 3 0 $0113.43 152430.5 6231.05 3
4 4 0 0 6231.05 6231.05 4
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AA
atrik assa
1 2 3 4 D 1
561.224 0.000 0.000 0.000 1 2$448.12
0.000 510.204 0.000 0.000 2 133388.88$
0.000 0.000 45$.184 0.000 3 0.000
0.000 0.000 0.000 331.633 4 0.000
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' = Determina
2 3 4 D 1 2
133388.88$ 0.000 0.000 1
A)(ALF "222$$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