Metodo de Croos
20
LONGITUDES DE LOS TRAMOS CALCULO DE TRAMO LONGITUD LONG. PARCIAL CARGA INERCIA A-B 30 15 30 1 k1 15 K2 B-C 20 20 4 1 K3 C-D 30 30 4 1 CAL FD 1 0.33333333 MEP -112.5 112.5 DIST 1 112.5 6.9375 TRANSP 1 0 56.25 DIST 2 0 -37.23125 TRANSP 2 0 0 DIST 3 0 -15.879167 TRANSP 3 0 0 DIST 4 0 -4.1368056 TRANSP 4 0 0 DIST 5 0 -1.7643519 TRANSP 5 0 0 DIST 6 0 -0.4596451 TRANSP 6 0 0 DIST 7 0 -0.1960391 TRANSP 7 0 0 DIST 8 0 -0.0510717 A B C D A B
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Transcript of Metodo de Croos
LONGITUDES DE LOS TRAMOS CALCULO DE RIGIDECESTRAMO LONGITUD LONG. PARCIAL CARGA INERCIA
A-B 3015
30 1 k1 0.02515 K2 0.05
B-C 20 20 4 1 K3 0.025
C-D 30 30 4 1
CALCULO DE COMBINACIONES
FD 1 0.33333333 0.66666667
MEP -112.5 112.5 -133.333333DIST 1 112.5 6.9375 13.888889TRANSP 1 0 56.25 55.5555558
DIST 2 0 -37.2312501 -74.5370376
TRANSP 2 0 0 47.6851854
DIST 3 0 -15.8791667 -31.7901238
TRANSP 3 0 0 12.4228397
DIST 4 0 -4.13680561 -8.28189315
TRANSP 4 0 0 5.29835399
DIST 5 0 -1.76435188 -3.53223601
TRANSP 5 0 0 1.38031553
DIST 6 0 -0.45964507 -0.92021036
TRANSP 6 0 0 0.588706
DIST 7 0 -0.1960391 -0.39247067
TRANSP 7 0 0 0.15336839
DIST 8 0 -0.05107168 -0.1022456
A B C D
A B
TRANSP 8 0 0 0.06541178
M. FINALES 0 115.96917 -115.850925
FACTOR DE DISTRIBUCION MOMENTOS DE EMPOTRAMIENTO PERFECTONODO IZQUIERDO DERECHO
0.33333333 A 0 -112.5
0.66666667 B 112.5 -133.333333
0.66666667 C 133.333333 -300
0.33333333 D 300 0
CALCULO DE COMBINACIONES
0.66666667 0.33333333 1133.333333 -300 300111.111112 55.5 -3006.94444448 -150 095.3703708 47.6375 0-37.2685188 0 024.8456793 12.4104168 0-15.8950619 0 010.596708 5.29305561 0
-4.14094657 0 02.76063106 1.37893521 0-1.766118 0 0
1.17741201 0.5881173 0-0.46010518 0 00.30673679 0.15321502 0-0.19623534 0 00.13082356 0.06534637 0
FDB1
FDB2
FDC1
FDC2
C D
-0.0511228 0 0326.799142 -326.973414 0
LONGITUDES DE LOS TRAMOS CALCULO DE RIGIDECESTRAMO LONGITUD LONG. PARCIAL CARGA INERCIA
A-B 12 12 40 1 k1 0.08333333K2 0.125
B-C 8 8 40 1 K3 0.08333333
C-D 12 12 40 1
CALCULO DE COMBINACIONES
FD 0 0.4 0.6
MEP -480 480 -213.333333DIST 1 0 -106.666667 -160TRANSP 1 -53.3333333 0 80
DIST 2 0 -32 -48
TRANSP 2 -16 0 24
DIST 3 0 -9.6 -14.4
TRANSP 3 -4.8 0 7.2
DIST 4 0 -2.88 -4.32
TRANSP 4 -1.44 0 2.16
DIST 5 0 -0.864 -1.296
TRANSP 5 -0.432 0 0.648
DIST 6 0 -0.2592 -0.3888
TRANSP 6 -0.1296 0 0.1944
DIST 7 0 -0.07776 -0.11664
TRANSP 7 -0.03888 0 0.05832
DIST 8 0 -0.023328 -0.034992
A B C D
A B
TRANSP 8 -0.011664 0 0.017496
DIST 9 0 -0.0069984 -0.0104976
TRANSP 9 -0.0034992 0 0.0052488
DIST 10 0 -0.00209952 -0.00314928
TRANSP 10 -0.00104976 0 0.00157464
M. FINALES -556.190026 327.619947 -327.618373
FACTOR DE DISTRIBUCION MOMENTOS DE EMPOTRAMIENTO PERFECTONODO IZQUIERDO DERECHO
0.4 A 0 -480
0.6 B 480 -213.333333
0.6 C 213.333333 -480
0.4 D 480 0
CALCULO DE COMBINACIONES
0.6 0.4 0213.333333 -480 480
160 106.666667 0-80 0 53.333333348 32 0-24 0 16
14.4 9.6 0-7.2 0 4.84.32 2.88 0-2.16 0 1.441.296 0.864 0-0.648 0 0.4320.3888 0.2592 0-0.1944 0 0.12960.11664 0.07776 0-0.05832 0 0.038880.034992 0.023328 0
FDB1
FDB2
FDC1
FDC2
C D
-0.017496 0 0.0116640.0104976 0.0069984 0-0.0052488 0 0.00349920.00314928 0.00209952 0-0.00157464 0 0.00104976327.618373 -327.619947 556.190026
LONGITUDES DE LOS TRAMOS CALCULO DE RIGIDECESTRAMO LONGITUD LONG. PARCIAL CARGA INERCIA
A-B 40 20 40 3600 k1 67.520 K2 70
B-C 50 50 3.6 3500 K3 90
C-D 40 40 3.6 3600
CALCULO DE COMBINACIONES
FD 1 0.49090909 0.50909091
MEP -200 200 -750DIST 1 200 270 280TRANSP 1 0 100 -59.0625
DIST 2 0 -20.0965909 -20.8409091
TRANSP 2 0 0 -30.625
DIST 3 0 15.0340909 15.5909091
TRANSP 3 0 0 2.27947443
DIST 4 0 -1.11901472 -1.16045971
TRANSP 4 0 0 -1.70525568
DIST 5 0 0.83712551 0.86813017
TRANSP 5 0 0 0.12692528
DIST 6 0 -0.06230877 -0.06461651
TRANSP 6 0 0 -0.09495174
DIST 7 0 0.04661267 0.04833907
TRANSP 7 0 0 0.00706743
DIST 8 0 -0.00346947 -0.00359796
A B C D
A B
TRANSP 8 0 0 -0.005287090 0.00259548 0.002691610 0 0.00039353
M. FINALES 0 564.63904 -564.638647
FACTOR DE DISTRIBUCION MOMENTOS DE EMPOTRAMIENTO PERFECTONODO IZQUIERDO DERECHO
0.49090909 A 0 -200
0.50909091 B 200 -750
0.4375 C 750 -480
0.5625 D 480 0
CALCULO DE COMBINACIONES
0.4375 0.5625 0750 -480 480
-118.125 -151.875 0140 0 -75.9375
-61.25 -78.75 0-10.4204545 0 -39.3754.55894886 5.86150568 07.79545455 0 2.93075284-3.41051136 -4.38494318 0-0.58022986 0 -2.192471590.25385056 0.32637929 00.43406508 0 0.16318965-0.18990347 -0.24416161 0-0.03230825 0 -0.12208080.01413486 0.01817339 00.02416953 0 0.0090867-0.01057417 -0.01359536 0
FDB1
FDB2
FDC1
FDC2
C D
-0.00179898 0 -0.006797680.00078705 0.00101193 00.0013458 0 0.00050596
709.061976 -709.06063 365.469685
LONGITUDES DE LOS TRAMOS CALCULO DE RIGIDECESTRAMO LONGITUD LONG. PARCIAL CARGA INERCIA
A-B 20 10 80 3600 k1 18010 K2 87.5
B-C 4010
60 3500 K3 67.530
C-D 40 40 24 3600
CALCULO DE COMBINACIONES
FD 0 0.6728972 0.3271028
MEP -200 200 -337.5DIST 1 0 92.5233645 44.9766355TRANSP 1 46.2616822 0 871.471774
DIST 2 0 -586.410913 -285.060861
TRANSP 2 -293.205457 0 445.265394
DIST 3 0 -299.617835 -145.647559
TRANSP 3 -149.808918 0 40.2303634
DIST 4 0 -27.0708987 -13.1594647
TRANSP 4 -13.5354494 0 20.555099
DIST 5 0 -13.8314685 -6.72363052
TRANSP 5 -6.91573425 0 1.85718251
DIST 6 0 -1.24969291 -0.60748961
TRANSP 6 -0.62484645 0 0.94889947
DIST 7 0 -0.63851179 -0.31038768
TRANSP 7 -0.3192559 0 0.08573442
DIST 8 0 -0.05769045 -0.02804397
A B C D
A B
TRANSP 8 -0.02884523 0 0.043804710 -0.02947607 -0.01432864
-0.01473803 0 0.00395782
M. FINALES -618.176823 -636.383123 636.387081
FACTOR DE DISTRIBUCION MOMENTOS DE EMPOTRAMIENTO PERFECTONODO IZQUIERDO DERECHO
0.6728972 A 0 -200
0.3271028 B 200 -337.5
0.56451613 C 112.5 -3200
0.43548387 D 3200 0
CALCULO DE COMBINACIONES
0.56451613 0.43548387 1112.5 -3200 3200
1742.94355 1344.55645 -320022.4883178 -1600 0890.530788 686.980894 0-142.53043 0 080.4607268 62.0697035 0-72.8237794 0 041.1101981 31.7135814 0-6.57973233 0 03.71436503 2.86536731 0-3.36181526 0 01.89779894 1.46401632 0-0.3037448 0 00.17146884 0.13227596 0-0.15519384 0 00.08760942 0.06758441 0
FDB1
FDB2
FDC1
FDC2
C D
-0.01402198 0 00.00791564 0.00610635 0-0.00716432 0 02670.13685 -2670.14402 0
