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VECTOR CARGA
P'C P'XC 28.8P'YC -18.75
MZC -10.104
P'D P'XD 0
P'YD -21.25
MZD 6.979
P'E P'XE 39.6
P'YE -18.75
MZE -10.104
P'F P'XF 0
P'YF -21.25MZF 6.979
P'G P'XG 21.6
P'YG -9.375
MZG -5.052
P'H P'XH 0
P'YH -10.625
MZH 3.49
BARRA
-2148.44 0
P1 0 -1375004296.88 0
BARRA
2148.44 0
P2 0 1375004296.88 0
BARRA !
80000 0
P1! 0 661.160 1818.18
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BARRA !
-80000 0
P2! 0 -661.160 1818.18
BARRA "
-2148.44 0
P1" 0 -1375004296.88 0
BARRA "
2148.44 0P2" 0 137500
4296.88 0
BARRA #
3207 0
P1# 0 157142.86-5612.24 0
BARRA #
-3207 0
P2# 0 -157142.86-5612.24 0
BARRA $
80000 0
P1$ 0 661.160 1818.18
BARRA $
-80000 0
P2$ 0 -661.16
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0 1818.18
BARRA %
3207 0
P1% 0 157142.86-5612.24 0
BARRA %
-3207 0
P2% 0 -157142.86-5612.24 0
BARRA &3207 0
P1& 0 157142.86-5612.24 0
BARRA &
-3207 0
P2& 0 -157142.86
-5612.24 0
BARRA
80000 0
P1 0 661.160 1818.18
BARRA
-80000 0
P2 0 -661.160 1818.18
BARRA (
3207 0
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P1( 0 157142.86-5612.24 0
BARRA (
-3207 0
P2( 0 -157142.86-5612.24 0
)*DO C
P'XC 28.8
P'YC -18.75 +
MZC -10.104
)*DO D
P'XD 0
P'YD -21.25 +
MZD 6.979
)*DO E
P'XE 39.6
P'YE -18.75 +
MZE -10.104
)*DO F
P'XF 0
P'YF -21.25 +MZF 6.979
)*DO G
P'XG 21.6
P'YG -9.375
MZG -5.052
7/25/2019 anlisis matriz de rigidez
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)*DO H
P'XH 0
P'YH -10.625 +
MZH 3.49
,RA + ,P1-,FEP1
RXA -43.9574134
RYA + -28.8895008
MZA 119.192896
,RB + ,P1C-,FEP1
RXB -46.0451621
RYB + 128.889408
MZB 121.744993
/P +
BARRA + 0
0
P1 -1
0
0
P2 -1
0
P + /TT /P
BARRA ! + 1
/TT/P
7/25/2019 anlisis matriz de rigidez
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1
P1! 0
0
1
P2! 0
0
BARRA " + 0
0
P1" -1
0
0
P2" -1
0
P + /TT /P
BARRA # + 0
0
P1# -1
0
0
P2# -1
0
P + /TT /P
BARRA $ + 1
1
P1$ 0
0
1
P2$ 0
7/25/2019 anlisis matriz de rigidez
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0
/P +
BARRA % + 0
0
P1% -1
0
0
P2% -1
0
/P +
BARRA & + 0
0
P1& -1
0
0
P2& -1
0
P + /TT /P
BARRA + 1
1
P1 0
0
1
P2 0
0
/P +
BARRA ( + 0
/TT/P
/TT/P
/TT/P
7/25/2019 anlisis matriz de rigidez
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0
P1( -1
0
0
P2( -10
EEME)
P - FEP
E) A BARRA " # % & ( A F*ERZA
ETA F*ERZA F)AE O) A YA CAC*ADA A
-28.8895008
P1 + 43.9574134
119.192896
28.8895008
P2 + -43.9574134
56.6369761
69.7236362
P1% + 33.108575
47.8673591
-69.7236362
P2% + -33.108575
68.0114773
EEME)TO MECA)CO F)AE PARA A BARRA:
12.9340116
P1! + -37.9158647 -
-105.213269
-12.9340116
P2! + 37.9158647 -
-103.324222
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20.1569838
P1$ + -26.052558 -
-72.2760358
-20.1569838P2$ + 26.052558 -
-71.0132154
12.9515912
P1 + -11.7960782 -
-32.9999983
-12.9515912
P2 + 11.7960782 --31.8785395
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TRABA;O A)A DE MATERAE
85355.44 0 -1315.36 -80000 0 00 295304.02 1818.18 0 -661.16 1818.18
-1315.36 1818.18 31220.24 0 -1818.18 3333.33
-80000 0 0 85355.44 0 -1315.36
0 -661.6 -1818.18 0 295304.02 -1818.18
0 1818.18 3333.33 -1315.36 -1818.18 31220.24
-3207 0 5612.24 0 0 0
0 -157142.86 0 0 0 0
-5612.24 0 6547.62 0 0 0
0 0 0 -3207 0 5612.24
0 0 0 0 -157142.86 00 0 0 -5612.54 0 6547.62
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
-4296.88 0.04229788 -43.9574134
0 0.00021011 + -28.8895008
5729.17 -0.01091886 119.192896
4296.88 0.04229788 43.9574134
0 0.00021011 + 28.8895008
11458.33 -0.01091886 56.6369761
0 0.04229788 -80000 0 0
1818.18 0.00021011 < 0 -661.16 1818.18
6666.67 -0.01091886 0 -1818.18 3333.33
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0 0.04229788 80000 0 0
-1818.18 0.00021011 < 0 661.16 -1818.18
3333.33 -0.01091886 0 -1818.18 6666.67
-4296.88 0.04213621 -46.0451621
0 -0.00093738 + 128.889408
5729.17 -0.01035215 121.744993
4296.88 0.04213621 46.0451621
0 -0.00093738 + -128.889408
11458.33 -0.01035215 62.4358628
-5612.24 0.04229788 -3207 0 -5612.24
0 0.00021011 < 0 -157142.86 0
13095.24 -0.01091886 5612.24 0 6547.62
5612.24 0.04229788 3207 0 5612.24
0 0.00021011 < 0 157142.86 0
6547.62 -0.01091886 5612.24 0 13095.24
0 0.08356052 -80000 0 0
1818.18 0.00027198 0 -661.16 1818.18
6666.67 -0.00765444 0 -1818.18 3333.33
0 0.08356052 80000 0 0
-1818.18 0.00027198 0 661.16 -1818.18
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3333.33 -0.00765444 0 -1818.18 6666.67
-5612.24 0.04213621 -3207 0 -5612.24
0 -0.00093738 < 0 -157142.86 0
13095.24 -0.01035215 5612.24 0 6547.62
5612.24 0.04213621 3207 0 5612.24
0 -0.00093738 < 0 157142.86 0
6547.62 -0.01035215 5612.24 0 13095.24
-5612.24 0.08356052 -3207 0 -5612.24
0 0.00027198 < 0 -157142.86 0
13095.24 -0.00765444 5612.24 0 6547.62
5612.24 0.08356052 3207 0 5612.24
0 0.00027198 < 0 157142.86 0
6547.62 -0.00765444 5612.24 0 13095.24
0 0.10620001 -80000 0 0
1818.18 0.00028739 0 -661.16 1818.18
6666.67 -0.00374144 0 -1818.18 3333.33
0 0.10620001 80000 0 0
-1818.18 0.00028739 0 661.16 -1818.18
3333.33 -0.00374144 0 -1818.18 6666.67
-5612.24 0.08330855 -3207 0 -5612.24
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0 -0.00138107 < 0 -157142.86 0
13095.24 -0.0072756 5612.24 0 6547.62
5612.24 0.08330855 3207 0 5612.24
0 -0.00138107 < 0 157142.86 0
6547.62 -0.0072756 5612.24 0 13095.24
E=*BRO E) O
P2
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P2
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0 0 12.9340116 12.9340116
1 0 -37.9158647 + -37.9158647
0 1 -105.213269 -105.213269
0 0 -12.9340116 -12.9340116
1 0 37.9158647 + 37.9158647
0 1 -103.324222 -103.324222
> 0
+ > 0
0 0 1
> + 1
1 0 -46.0451621 128.889408
0 0 128.889408 + 46.0451621
0 1 121.744993 121.744993
1 0 46.0451621 -128.889408
0 0 -128.889408 + -46.0451621
0 1 62.4358628 62.4358628
> 0
+ > 0
0 0 1
> + 1
1 0 -28.091425 -9.72363618
0 0 -9.72363618 + 28.091425
0 1 38.4722932 38.4722932
1 0 28.091425 9.72363618
0 0 9.72363618 + -28.091425
0 1 59.8464977 59.8464977
> 0
+ > 0
0 0 1
> + 0
0 0 20.1569838 20.1569838
1 0 -26.052558 -26.052558
0 1 -72.2760358 -72.2760358
0 0 -20.1569838 -20.1569838
1 0 26.052558 26.052558
/TT
/TT
/TT
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0 1 -71.0132154 -71.0132154
> 0
+ > 0
0 0 1
> + 1
1 0 -33.108575 69.7236362
0 0 69.7236362 33.108575
0 1 47.8673591 47.8673591
1 0 33.108575 -69.7236362
0 0 -69.7236362 -33.108575
0 1 68.0114773 68.0114773
> 0
+ > 00 0 1
> + 1
1 0 -8.64840883 -2.4210782
0 0 -2.4210782 8.64840883
0 1 2.32396672 2.32396672
1 0 8.64840883 2.4210782
0 0 2.4210782 -8.64840883
0 1 27.9447835 27.9447835
> 0
+ > 0
0 0 1
> + 0
0 0 12.9515912 12.9515912
1 0 -11.7960782 -11.7960782
0 1 -32.9999983 -32.9999983
0 0 -12.9515912 -12.9515912
1 0 11.7960782 11.7960782
0 1 -31.8785395 -31.8785395
> 0
+ > 0
0 0 1
> + 1
/TT
/TT
/TT
/TT
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1 0 -12.9515912 22.4210782
0 0 22.4210782 12.9515912
0 1 9.99337904 9.99337904
1 0 12.9515912 -22.4210782
0 0 -22.4210782 -12.95159120 1 35.3365219 35.3365219
O MECA)CO F)AE
0
DE EMPOTRAME)TO FEP + 0
0
TEROR ME)TE Y CORREPO)DE)A A ROTACO)E DE TEMA OCA A GOB
128.889408399
P1" + 46.0451621374
121.744992762
-128.889408399
P2" + -46.0451621374
62.4358628311
-2.4210782036
P1& + 8.6484088259
2.3239667167
2.4210782036
P2& + -8.6484088259
27.9447834664
! $
0 12.934011605
-18.75 + -19.16586466
-10.104 -95.10926932
0 -12.9340116
-21.25 + 59.16586466
6.979 -110.303222
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0 20.156983798
-18.75 + -7.302557981
-10.104 -62.17203582
0 -20.1569838-21.25 + 47.302557981
6.979 -77.99221544
0 12.951591174
-9.375 + -2.421078204
-5.052 -27.94799833
0 -12.95159117
-10.625 + 22.4210782043.49 -35.36853948
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-3207 0 -5612.24 0 0 00 -157142.86 0 0 0 0
5612.24 0 6547.62 0 0 0
0 0 0 -3207 0 -5611.886
0 0 0 0 -157142.86 0
0 0 0 5612.24 0 6547.62
86414 0 0 -80000 0 0
0 314946.88 1818.18 0 -661.16 1818.18
0 1818.18 32857.15 0 -1818.18 3333.33
-80000 0 0 86414 0 0
0 -661.16 -1818.18 0 314946.88 -1818.180 1818.18 3333.33 0 -1818.18 32857.15
-3207 0 5612.24 0 0 0
0 -157142.86 0 0 0 0
-5612.24 0 6547.2 0 0 0
0 0 0 -3207 0 5612.24
0 0 0 0 -157142.86 0
0 0 0 -5612.24 0 6547.62
0.0421362073 3383.8305917 -3370.89658
-0.0009373775 + -19.713547112 < -18.2023175 +
-0.0103521511 -72.410454584 -32.8028147
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0.0421362073 -3383.8305917 3370.89658
-0.0009373775 + 19.713547112 < 18.2023175 +
-0.0103521511 -36.014167924 -67.310054
0.0835605171 196.92859504 -225.02002
0.0002719831 + 33.016572995 < -42.7402092 +
-0.0076544407 -380.3710142 418.843307
0.0835605171 -196.92859504 225.02002
0.0002719831 + -33.016572995 < 42.7402092 +
-0.0076544407 -308.87844085 368.724939
0.0833085548 6684.8413641 -6664.68438
-0.0013810734 -13.737326565 -12.3152314
-0.0072755953 -50.535115682 -21.7409201
0.0833085548 -6684.8413641 6664.68438
-0.0013810734 13.737326565 12.3152314
7/25/2019 anlisis matriz de rigidez
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-0.0072755953 -25.020262412 -45.992953
0.0833085548 193.22957308 -226.338148
-0.0013810734 -147.30218371 217.02582
-0.0072755953 -372.0424108 419.90977
0.0833085548 -193.22957308 226.338148
-0.0013810734 147.30218371 -217.02582
-0.0072755953 -304.26045929 372.271937
0.106200008 310.9371363 -319.585545
0.00028739 42.740209179 -45.1612874
-0.0037414438 -569.19841388 571.522381
0.106200008 -310.9371363 319.585545
0.00028739 -42.740209179 45.1612874
-0.0037414438 -519.08004505 547.024829
0.1060381131 8496.000637 -8483.04905
-0.001523753 -6.6126074651 -5.18347074
-0.0034050068 -24.420444205 -8.57955413
0.1060381131 -8496.000637 8483.04905
-0.001523753 6.6126074651 5.18347074
-0.0034050068 -11.948940015 -19.9295995
0.1060381131 308.00292214 -320.954513
7/25/2019 anlisis matriz de rigidez
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-0.001523753 -217.02581989 239.446898
-0.0034050068 -562.82327011 572.816649
0.1060381131 -308.00292214 320.954513
-0.001523753 217.02581989 -239.446898
-0.0034050068 -515.18543672 550.521959
)*DO
28.8
-18.75
-10.104
0.00
-21.25
6.979
39.6
-18.75
-10.106
0.0
-21.256.992
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.
-9.72363618
P1# + 28.091425
38.4722932
9.72363618
P2# + -28.091425
59.8464977
22.4210782
P1( + 12.9515912
9.99337904
-22.4210782
P2( + -12.9515912
35.3365219
7/25/2019 anlisis matriz de rigidez
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7/25/2019 anlisis matriz de rigidez
28/45
0 0 0 0 0 00 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
-3207 0 -5612.24 0 0 0
0 -157142.86 0 0 0 0
5612.24 0 6547.2 0 0 0
0 0 0 -3207 0 -5612.24
0 0 0 0 -157142.86 00 0 0 5612.24 0 6547.62
83207 0 5612.24 -80000 0 0
0 157804.02 1818.18 0 -661.16 1818.18
5612.24 1818.18 19761.91 0 -1818.18 3333.33
-80000 0 0 83207 0 5612.24
0 -661.16 -1818.18 0 157804.02 -1818.18
0 1818.118 3333.33 5612.54 -1818.327 19761.91
12.9340116
-37.9158647
-105.213269
7/25/2019 anlisis matriz de rigidez
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-12.9340116
37.9158647
-103.324222
-28.091425
-9.72363618
38.4722932
28.091425
9.72363618
59.8464977
20.1569838
-26.052558
-72.2760358
-20.1569838
26.052558
7/25/2019 anlisis matriz de rigidez
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-71.0132154
-33.108575
69.7236362
47.8673591
33.108575
-69.7236362
68.0114773
-8.64840883
-2.4210782
2.32396672
8.64840883
2.4210782
27.9447835
12.9515912
-11.7960782
-32.9999983
-12.9515912
11.7960782
-31.8785395
-12.9515912
7/25/2019 anlisis matriz de rigidez
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22.4210782
9.99337904
12.9515912
-22.4210782
35.3365219
7/25/2019 anlisis matriz de rigidez
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DEPAZAME)TO
#'C #'XC 0.04229788#'YC 0.00021011
?ZC -0.01091886
#'D #'XD 0.04213621
#'YD -0.00093738
?ZD -0.01035215
#'E #'XE 0.08356052
#'YE 0.00027198
?ZE -0.00765444
#'F #'XF 0.08330855
#'YF -0.00138107?ZF -0.0072756
#'G #'XG 0.10620001
#'YG 0.00028739
?ZG -0.00374144
#'H #'XH 0.10603811
#'YH -0.00152375
?ZH -0.00340501
7/25/2019 anlisis matriz de rigidez
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41/45
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43/45
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44/45
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