Portico de Un Piso Con Deformacion

8/18/2019 Portico de Un Piso Con Deformacion

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NUDO A BELEMENTO AB BA B' BC CBK 0.8 1.6FD 0 0.33333333 0.66666667 0.5MEP 0 0 2 1.8 -1.21D 0 0.06666667 0.13333333 -0.18125

1T 0.03333333 0 -0.090625 0.066666671D 0 0.03020833 0.06041667 -0.317424241T 0.01510417 0 -0.15871212 0.030208331D 0 0.05290404 0.10580808 -0.031581441T 0.02645202 0 -0.01579072 0.052904041D 0 0.00526357 0.01052715 -0.055308771T 0.00263179 0 -0.02765438 0.005263571D 0 0.00921813 0.01843626 -0.005502831T 0.00460906 0 -0.00275141 0.009218131D 0 0.00091714 0.00183428 -0.00963713

1T 0.00045857 0 -0.00481857 0.000917141D 0 0.00160619 0.00321238 -0.000958831T 0.00080309 0 -0.00047941 0.001606191D 0 0.0001598 0.00031961 -0.00167921T 7.9902E-005 0 -0.0008396 0.00015981D 0 0.00027987 0.00055973 -0.000167071T 0.00013993 0 -8.353E-005 0.000279871D 0 2.7845E-005 5.5689E-005 -0.000292591T 1.3922E-005 0 -0.00014629 2.7845E-0051D 0 4.8765E-005 9.7529E-005 -2.911E-0051T 2.4382E-005 0 -1.456E-005 4.8765E-0051D 0 4.8517E-006 9.7035E-006 -5.098E-0051T 2.4259E-006 0 -2.549E-005 4.8517E-0061D 0 8.4969E-006 1.6994E-005 -5.072E-0061T 4.2484E-006 0 -2.536E-006 8.4969E-0061D 0 8.4538E-007 1.6908E-006 -8.883E-006suma 0.08365685 0.16731454 2 1.83268546 -1.63658244


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D ECD DC DE ED

1.6 0.60.5 0.72727273 0.27272727 1

1.5625 -1.5625 0 0-0.18125 1.13636364 0.42613636 0

0.56818182 -0.090625 0 0-0.31742424 0.06590909 0.02471591 00.03295455 -0.15871212 0 0

-0.03158144 0.115427 0.04328512 0 1!0.0577135 -0.01579072 0 0 2!

-0.05530877 0.01148416 0.00430656 00.00574208 -0.02765438 0 0

-0.00550283 0.02011228 0.0075421 00.01005614 -0.00275141 0 0

-0.00963713 0.00200103 0.00075039 0

0.00100051 -0.00481857 0 0-0.00095883 0.00350441 0.00131415 00.00175221 -0.00047941 0 0-0.0016792 0.00034866 0.00013075 0

0.00017433 -0.0008396 0 0-0.00016707 0.00061062 0.00022898 00.00030531 -8.353E-005 0 0

-0.00029259 6.0752E-005 2.2782E-005 03.0376E-005 -0.00014629 0 0-2.911E-005 0.0001064 3.9898E-005 0

5.3198E-005 -1.456E-005 0 0-5.098E-005 1.0586E-005 3.9696E-006 0

5.2928E-006 -2.549E-005 0 0-5.072E-006 1.8539E-005 6.9520E-006 0

9.2693E-006 -2.536E-006 0 0-8.883E-006 1.8445E-006 6.9167E-007 01.63658244 -0.50848463 0.50848463 0


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EL #OLADO #$ENE A %E UN MOMENTO


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NUDOELEMENTOK FD

m& ()&s * m+&),am ()& ( a /, a +u()ua MEP1.8 1.2 1D

m&m ()&s * m+&),am ()& ( a /a, a * s), u *a 1T1.5625 1.5625 1D

1T0.101697 1D0.050195 1T

1D1T1D1T1D

1T1D1T1D1T1D1T1D1T1D1T1D1T1D1T1Dsuma


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A B CAB BA BC CB CD DC

0.8 1.6 1.60 0.33333333 0.66666667 0.5 0.5 0.72727273

0.48 0.48 0 0 0 00 -0.16 -0.32 0 0 0

-0.08 0 0 -0.16 0 00 0 0 0.08 0.08 00 0 0.04 0 0 0.040 -0.01333333 -0.02666667 0 0 -0.02909091

-0.00666667 0 0 -0.01333333 -0.01454545 00 0 0 0.01393939 0.01393939 00 0 0.0069697 0 0 0.00696970 -0.00232323 -0.00464646 0 0 -0.00506887

-0.00116162 0 0 -0.00232323 -0.00253444 00 0 0 0.00242883 0.00242883 0

0 0 0.00121442 0 0 0.001214420 -0.00040481 -0.00080961 0 0 -0.00088321-0.0002024 0 0 -0.00040481 -0.00044161 0

0 0 0 0.00042321 0.00042321 00 0 0.0002116 0 0 0.00021160 -7.053E-005 -0.00014107 0 0 -0.00015389

-3.527E-005 0 0 -7.053E-005 -7.695E-005 00 0 0 7.3740E-005 7.3740E-005 00 0 3.6870E-005 0 0 3.6870E-0050 -1.229E-005 -2.458E-005 0 0 -2.681E-005

-6.145E-006 0 0 -1.229E-005 -1.341E-005 00 0 0 1.2849E-005 1.2849E-005 00 0 6.4244E-006 0 0 6.4244E-0060 -2.141E-006 -4.283E-006 0 0 -4.672E-006

-1.071E-006 0 0 -2.141E-006 -2.336E-006 00 0 0 2.2388E-006 2.2388E-006 0

0.39192683 0.30385366 -0.30385366 -0.07926608 0.07926608 0.01321064

C1 C24000000.14 -4000000

-4000000 4000000.03

$N#E %A


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5.97585754 5.975857495.97585749 5.9758577

MOMENTO% F$NALE%-0.267 -0.100 2.100 -1.605


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EDE ED

0.60.27272727 1 DEFO MAC$ON ! 2

0 00 0

0 0 1 4000000.140 0 2 -40000000 0

-0.01090909 00 00 00 0

-0.00190083 00 00 0

0 0-0.0003312 00 00 00 0

-5.771E-005 00 00 00 0

-1.006E-005 00 00 00 0

-1.752E-006 00 00 0

-0.01321064 0

-0.050195-0.1011697


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-0.90453388 C1-0.9045339 C2

1.605 -0.369 0.369 0.000


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NUDO A B CELEMENTO AB BA BC CB CDK 0.8 1.6 1.FD 0 0.33333333 0.66666667 0.5 0.5MEP 0 0 0 0 01D 0 0 0 0 0

1T 0 0 0 0 -0.087272731D 0 0 0 0.04363636 0.043636361T 0 0 0.02181818 0 01D 0 -0.00727273 -0.01454545 0 01T -0.00363636 0 0 -0.00727273 -0.007933881D 0 0 0 0.00760331 0.007603311T 0 0 0.00380165 0 01D 0 -0.00126722 -0.00253444 0 01T -0.00063361 0 0 -0.00126722 -0.001382421D 0 0 0 0.00132482 0.00132482

1T 0 0 0.00066241 0 01D 0 -0.0002208 -0.00044161 0 01T -0.0001104 0 0 -0.0002208 -0.000240881D 0 0 0 0.00023084 0.000230841T 0 0 0.00011542 0 01D 0 -3.847E-005 -7.695E-005 0 01T -1.924E-005 0 0 -3.847E-005 -4.197E-0051D 0 0 0 4.0222E-005 4.0222E-0051T 0 0 2.0111E-005 0 01D 0 -6.704E-006 -1.341E-005 0 01T -3.352E-006 0 0 -6.704E-006 -7.313E-0061D 0 0 0 7.0084E-006 7.0084E-0061T 0 0 3.5042E-006 0 01D 0 -1.168E-006 -2.336E-006 0 01T -5.840E-007 0 0 -1.168E-006 -1.274E-0061D 0 0 0 1.2212E-006 1.2212E-006suma -0.00440355 -0.00880709 0.00880709 0.04403669 -0.04403669


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D EDC DE ED6 0.6 DEF OMAC$ON!0.72727273 0.27272727 1

0 0.24 0-0.17454545 -0.06545455 0 3 -4000000

0 0 0 4 4000000.030 0 0

0.02181818 0 0-0.01586777 -0.00595041 0

0 0 00 0 0

0.00380165 0 0-0.00276484 -0.00103681 0

0 0 00 0 0

0.00066241 0 0-0.00048175 -0.00018066 00 0 00 0 0

0.00011542 0 0-8.394E-005 -3.148E-005 0

0 0 00 0 0

2.0111E-005 0 0-1.463E-005 -5.485E-006 0

0 0 00 0 0

3.5042E-006 0 0-2.549E-006 -9.557E-007 0

0 0 00 0 0

-0.16733965 0.16733965 0


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Portico de Un Piso Con Deformacion

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