naves industriales02

8/12/2019 Naves Industriales02

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DI SEO DE NAVES I NDUSTRIAL ES CON L M I NA DEL GADA DE ACERO Marcelo Romo Proao

Escuela Politcnica del Ejrcito - Ecuador

25

CAPITULO IIDISEO DE LA CUBIERTA DE UNA NAVE INDUSTRIAL

2.1 GEOMETRIA DE LA ESTRUCTURA:

0.50 m

0.50 m

3 m3 m

6.00 m

6.00 m

6.00 m

6.00 m

12.00 m 12.00 m

Prtico Principal

C o r r e a

PLANTA

18.4

3 m3 m

4.00 m

4.00 m

12.00 m 12.00 m

PORTICO


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2.2 CARGAS SOBRE LA ESTRUCTURA:Cargas Permanentes:

Peso de la estructura ....... ....... 15 Kg/m (estimado)

Eternit ............................ 15 Kg/m------------------D = 30 Kg/m

Carga Viva de Montaje y Mantenimiento:L = 50 Kg/m

D = 180 Kg/m

L = 300 Kg/m

Carga de Viento:

[ ]4.0)(Sen2.1 p p = 2V.

21

p =

Superficie de Impacto

Direccin del Viento

(+)

V = 80 Km/h = 22.2 m/seg

3m/Kg2.1=

2223 m/Kg2.30m/ New7.295)seg/m2.22)(m/Kg2.1(21

p === -0.6 Kg/m2 -23.5

= 18.4[ ] 2m/Kg6.04.0)4.18(Sen2.16.01 p == [ ] 2m/Kg5.234.0)4.18(Sen2.16.02 p ==


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p(Kg/m)

90 2475 23 60 19 45 14 30 6 15 -3 0 -12

-15 -21 -30 -30 -45 -38 -60 -43 -75 -47

-90 -48

Diagrama de Presiones

Carga Ssmica:

E = 0.14 DET = 0.14 (180 x 30) = 756 Kgr.


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2.3 MODELO ESTRUCTURAL: Prtico hiperesttico en celosa.

3 m3 m

4.00 m

4.00 m

12.00 m 12.00 m

Vigas y Columnas:Cordones principales tentativos: U200x50x4 (Area = 11.47 cm)Elementos transversales tentativos: 2 L50x50x5 (Area = 9.18 cm)

Visualizacin de los Tipos de Barras con Dimensiones de Prediseo (ProgramaDIBUJO1.BAS):

Visualizacin de los Nudos de la Estructura (Programa DIBUJO2.BAS):


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2.4 ARCHIVO DE DATOS CON DIMENSIONES DE PREDISEO:TITULO DE IDENTIFICACION DEL PROBLEMA:CELOSIA TIPO PORTICO A DOS AGUAS# NUDOS, # TIPOS DE ELEMENTOS, # ELEMENTOS, # ESTADOS DE CARGA:

64 2 125 2DATOS DE LOS NUDOS:NUDO, COORD. X (cm), COORD. Y (cm), RESTRICCION X, RESTRICCION Y:

1 300 0 1 12 340 0 1 13 2660 0 1 14 2700 0 1 15 300 67 0 06 360 67 0 07 2640 67 0 08 2700 67 0 09 300 133 0 0

10 380 133 0 011 2620 133 0 012 2700 133 0 013 300 200 0 014 400 200 0 015 2600 200 0 016 2700 200 0 017 300 267 0 018 420 267 0 019 2580 267 0 020 2700 267 0 021 300 333 0 022 440 333 0 0

23 2560 333 0 024 2700 333 0 025 0 400 0 026 150 400 0 027 300 400 0 028 460 400 0 029 610 460 0 030 760 500 0 031 910 540 0 032 1060 580 0 033 1210 620 0 034 1360 620 0 0

35 1500 620 0 036 1640 620 0 037 1790 620 0 038 1940 580 0 039 2090 540 0 040 2240 500 0 041 2390 460 0 042 2540 400 0 043 2700 400 0 044 2850 400 0 045 3000 400 0 046 150 440 0 047 300 480 0 048 460 520 0 0


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49 610 560 0 050 760 600 0 051 910 640 0 052 1060 680 0 053 1210 720 0 0

54 1360 760 0 055 1500 800 0 056 1640 760 0 057 1790 720 0 058 1940 680 0 059 2090 640 0 060 2240 600 0 061 2390 560 0 062 2540 520 0 063 2700 480 0 064 2850 440 0 0

DATOS DE LOS TIPOS DE ELEMENTOS:

NUMERO TIPO, GEOMETRIA GENERICA# PERFILES EN EL ELEMENTO, DIMENSIONES DEL PERFIL (mm)

1 U1 200 50 42 L2 50 50 5

DATOS DE LOS ELEMENTOS:ELEMENTO, NUDO MENOR, NUDO MAYOR, TIPO DE ELEMENTO:

1 1 2 22 3 4 23 5 6 24 7 8 25 9 10 26 11 12 27 13 14 28 15 16 29 17 18 2

10 19 20 211 21 22 212 23 24 213 25 26 114 26 27 115 27 28 216 28 29 117 29 30 1

18 30 31 119 31 32 120 32 33 121 33 34 122 34 35 123 35 36 124 36 37 125 37 38 126 38 39 127 39 40 128 40 41 129 41 42 130 42 43 231 43 44 1


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32 44 45 133 25 46 134 46 47 135 47 48 136 48 49 1

37 49 50 138 50 51 139 51 52 140 52 53 141 53 54 142 54 55 143 55 56 144 56 57 145 57 58 146 58 59 147 59 60 148 60 61 1

49 61 62 150 62 63 151 63 64 152 64 45 153 1 5 154 2 6 155 3 7 156 4 8 157 5 9 158 6 10 159 7 11 160 8 12 161 9 13 162 10 14 163 11 15 164 12 16 165 13 17 166 14 18 167 15 19 168 16 20 169 17 21 170 18 22 171 19 23 172 20 24 173 21 27 1

74 22 28 175 23 42 176 24 43 177 26 46 278 27 47 279 28 48 280 29 49 281 30 50 282 31 51 283 32 52 284 33 53 285 34 54 286 35 55 287 36 56 2


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88 37 57 289 38 58 290 39 59 291 40 60 292 41 61 2

93 42 62 294 43 63 295 44 64 296 2 5 297 3 8 298 6 9 299 7 12 2

100 10 13 2101 11 16 2102 14 17 2103 15 20 2104 18 21 2

105 19 24 2106 22 27 2107 23 43 2108 27 46 2109 28 47 2110 29 48 2111 30 49 2112 31 50 2113 32 51 2114 33 52 2115 34 53 2116 35 54 2117 35 56 2118 36 57 2119 37 58 2120 38 59 2121 39 60 2122 40 61 2123 41 62 2124 42 63 2125 43 64 2

DATOS GENERALES DE LAS CARGAS:TITULO DE IDENTIFICACION DEL ESTADO DE CARGA # 1 :CARGA VERTICALNUMERO DE NUDOS CARGADOS:

21DATOS DE NUDOS CARGADOS:NUDO, FUERZA EN X (Kg), FUERZA EN Y (Kg):

25 0 -36046 0 -72047 0 -72048 0 -72049 0 -72050 0 -72051 0 -72052 0 -72053 0 -72054 0 -72055 0 -720


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56 0 -72057 0 -72058 0 -72059 0 -72060 0 -720

61 0 -72062 0 -72063 0 -72064 0 -72045 0 -360

TITULO DE IDENTIFICACION DEL ESTADO DE CARGA # 2 :CARGA SISMICANUMERO DE NUDOS CARGADOS:


25 21 0

46 42 047 42 048 42 049 42 050 42 051 42 052 42 053 42 054 42 055 42 056 42 057 42 058 42 059 42 060 42 061 42 062 42 063 42 064 42 045 21 0

2.5 ARCHIVO DE RESULTADOS CON DIMENSIONES DE PREDISEO:CELOSIA TIPO PORTICO A DOS AGUAS

DATOS DE LA ESTRUCTURA:NUMERO DE NUDOS = 64NUMERO DE TIPOS DE ELEMENTOS = 2NUMERO DE ELEMENTOS = 125NUMERO DE ESTADOS DE CARGA = 2

CARACTERISTICAS DE NUDO:NUDO COORDENADAS RESTRICCIONES

X Y X Y(cm) (cm)

1 300.0 0.0 1 12 340.0 0.0 1 13 2660.0 0.0 1 1


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4 2700.0 0.0 1 15 300.0 67.0 0 06 360.0 67.0 0 07 2640.0 67.0 0 08 2700.0 67.0 0 0

9 300.0 133.0 0 010 380.0 133.0 0 011 2620.0 133.0 0 012 2700.0 133.0 0 013 300.0 200.0 0 014 400.0 200.0 0 015 2600.0 200.0 0 016 2700.0 200.0 0 017 300.0 267.0 0 018 420.0 267.0 0 019 2580.0 267.0 0 020 2700.0 267.0 0 0

21 300.0 333.0 0 022 440.0 333.0 0 023 2560.0 333.0 0 024 2700.0 333.0 0 025 0.0 400.0 0 026 150.0 400.0 0 027 300.0 400.0 0 028 460.0 400.0 0 029 610.0 460.0 0 030 760.0 500.0 0 031 910.0 540.0 0 032 1060.0 580.0 0 033 1210.0 620.0 0 034 1360.0 620.0 0 035 1500.0 620.0 0 036 1640.0 620.0 0 037 1790.0 620.0 0 038 1940.0 580.0 0 039 2090.0 540.0 0 040 2240.0 500.0 0 041 2390.0 460.0 0 042 2540.0 400.0 0 043 2700.0 400.0 0 044 2850.0 400.0 0 045 3000.0 400.0 0 0

46 150.0 440.0 0 047 300.0 480.0 0 048 460.0 520.0 0 049 610.0 560.0 0 050 760.0 600.0 0 051 910.0 640.0 0 052 1060.0 680.0 0 053 1210.0 720.0 0 054 1360.0 760.0 0 055 1500.0 800.0 0 056 1640.0 760.0 0 057 1790.0 720.0 0 058 1940.0 680.0 0 059 2090.0 640.0 0 0


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60 2240.0 600.0 0 061 2390.0 560.0 0 062 2540.0 520.0 0 063 2700.0 480.0 0 064 2850.0 440.0 0 0

PROPIEDADES DE LOS TIPOS DE ELEMENTOS:TIPO GEOMETRIA # PERFILES DIMENSIONES (mm)

1 U 1 200 50 42 L 2 50 50 5

PROPIEDADES DE LOS ELEMENTOS:MIEMBRO NUDO INICIAL NUDO FINAL TIPO

1 1 2 22 3 4 23 5 6 24 7 8 2

5 9 10 26 11 12 27 13 14 28 15 16 29 17 18 2

10 19 20 211 21 22 212 23 24 213 25 26 114 26 27 115 27 28 216 28 29 117 29 30 118 30 31 119 31 32 120 32 33 121 33 34 122 34 35 123 35 36 124 36 37 125 37 38 126 38 39 127 39 40 128 40 41 129 41 42 1

30 42 43 231 43 44 132 44 45 133 25 46 134 46 47 135 47 48 136 48 49 137 49 50 138 50 51 139 51 52 140 52 53 141 53 54 142 54 55 143 55 56 1


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44 56 57 145 57 58 146 58 59 147 59 60 148 60 61 1

49 61 62 150 62 63 151 63 64 152 45 64 153 1 5 154 2 6 155 3 7 156 4 8 157 5 9 158 6 10 159 7 11 160 8 12 1

61 9 13 162 10 14 163 11 15 164 12 16 165 13 17 166 14 18 167 15 19 168 16 20 169 17 21 170 18 22 171 19 23 172 20 24 173 21 27 174 22 28 175 23 42 176 24 43 177 26 46 278 27 47 279 28 48 280 29 49 281 30 50 282 31 51 283 32 52 284 33 53 285 34 54 2

86 35 55 287 36 56 288 37 57 289 38 58 290 39 59 291 40 60 292 41 61 293 42 62 294 43 63 295 44 64 296 2 5 297 3 8 298 6 9 299 7 12 2


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100 10 13 2101 11 16 2102 14 17 2103 15 20 2104 18 21 2

105 19 24 2106 22 27 2107 23 43 2108 27 46 2109 28 47 2110 29 48 2111 30 49 2112 31 50 2113 32 51 2114 33 52 2115 34 53 2116 35 54 2

117 35 56 2118 36 57 2119 37 58 2120 38 59 2121 39 60 2122 40 61 2123 41 62 2124 42 63 2125 43 64 2

NUMERO DE GRADOS DE LIBERTAD = 120LONGITUD DEL VECTOR SKYLINE = 2288

ESTADO DE CARGA 1

CARGA VERTICAL

NUDOS CARGADOS:NUDO PX PY

(Kg) (Kg)25 0.0 -360.046 0.0 -720.047 0.0 -720.048 0.0 -720.049 0.0 -720.0

50 0.0 -720.051 0.0 -720.052 0.0 -720.053 0.0 -720.054 0.0 -720.055 0.0 -720.056 0.0 -720.057 0.0 -720.058 0.0 -720.059 0.0 -720.060 0.0 -720.061 0.0 -720.062 0.0 -720.063 0.0 -720.0


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64 0.0 -720.045 0.0 -360.0

CORRIMIENTOS DE NUDO:NUDO DESPL. X DESPL. Y

(cm) (cm)1 0.00000 0.000002 0.00000 0.000003 0.00000 0.000004 0.00000 0.000005 -0.08023 -0.022706 -0.08876 0.015047 0.08876 0.015048 0.08023 -0.022709 -0.16193 -0.03249

10 -0.17041 0.0214311 0.17041 0.02143

12 0.16193 -0.0324913 -0.23391 -0.0361914 -0.24250 0.0200215 0.24250 0.0200216 0.23391 -0.0361917 -0.29253 -0.0360318 -0.30112 0.0116619 0.30112 0.0116620 0.29253 -0.0360321 -0.33652 -0.0333422 -0.34487 -0.0026323 0.34487 -0.0026324 0.33652 -0.0333425 -0.35092 -0.1200126 -0.35933 -0.0472927 -0.36773 -0.0288528 -0.39879 -0.0159729 -0.36950 -0.2999430 -0.31008 -0.7172331 -0.21883 -1.1397232 -0.12160 -1.4984333 -0.03827 -1.7467434 -0.01553 -1.8375135 -0.00000 -1.8461236 0.01553 -1.83751

37 0.03827 -1.7467438 0.12160 -1.4984339 0.21883 -1.1397240 0.31008 -0.7172341 0.36950 -0.2999442 0.39879 -0.0159743 0.36773 -0.0288544 0.35933 -0.0472945 0.35092 -0.1200146 -0.36100 -0.0472947 -0.35002 -0.0185948 -0.29525 -0.0335249 -0.19366 -0.3189350 -0.08834 -0.73249


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51 -0.00462 -1.1512452 0.04656 -1.5062153 0.05886 -1.7457454 0.03724 -1.8327855 -0.00000 -1.82439

56 -0.03724 -1.8327857 -0.05886 -1.7457458 -0.04656 -1.5062159 0.00462 -1.1512460 0.08834 -0.7324961 0.19366 -0.3189362 0.29525 -0.0335263 0.35002 -0.0185964 0.36100 -0.04729

REACCIONES DE APOYO:NUDO REACCION X REACCION Y

(Kg) (Kg)1 0.0 8163.52 3821.4 -963.53 -3821.4 -963.54 0.0 8163.5

SOLICITACIONES DE BARRA:BARRA NUDO NUDO TIPO CARGA AXIAL CARGA COEFICIENTE

MENOR MAYOR REAL ADMISIBLE DE EFICIENCIA(Kg) (Kg)

1 1 2 2 0.0 10800.1 0.0002 3 4 2 0.0 10800.1 0.0003 5 6 2 2739.3 10069.7 0.2724 7 8 2 2739.3 10069.7 0.2725 9 10 2 2042.2 8959.1 0.2286 11 12 2 2042.2 8959.1 0.2287 13 14 2 1655.0 7531.3 0.2208 15 16 2 1655.0 7531.3 0.2209 17 18 2 1379.2 5786.1 0.238

10 19 20 2 1379.2 5786.1 0.23811 21 22 2 1150.4 4246.8 0.27112 23 24 2 1150.4 4246.8 0.27113 25 26 1 1350.0 8730.3 0.15514 26 27 1 1350.0 8730.3 0.15515 27 28 2 3741.5 3251.4 1.151

BARRA SOBREESFORZADA!!16 28 29 1 11673.1 8145.2 1.433

BARRA SOBREESFORZADA!!17 29 30 1 7776.9 8470.3 0.91818 30 31 1 3211.3 8470.3 0.37919 31 32 1 -236.5 -16522.0 0.01420 32 33 1 -2566.7 -16522.0 0.15521 33 34 1 -3651.4 -16522.0 0.22122 34 35 1 -2673.5 -16522.0 0.16223 35 36 1 -2673.5 -16522.0 0.16224 36 37 1 -3651.4 -16522.0 0.22125 37 38 1 -2566.7 -16522.0 0.15526 38 39 1 -236.5 -16522.0 0.01427 39 40 1 3211.3 8470.3 0.379


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28 40 41 1 7776.9 8470.3 0.91829 41 42 1 11673.1 8145.2 1.433


BARRA SOBREESFORZADA!!

31 43 44 1 1350.0 8730.3 0.15532 44 45 1 1350.0 8730.3 0.15533 25 46 1 -1397.2 -16522.0 0.08534 46 47 1 -2794.4 -16522.0 0.16935 47 48 1 -7232.7 -16522.0 0.43836 48 49 1 -3822.0 -16522.0 0.23137 49 50 1 743.6 8470.3 0.08838 50 51 1 4191.5 8470.3 0.49539 51 52 1 6521.6 8470.3 0.77040 52 53 1 7734.0 8470.3 0.91341 53 54 1 6721.8 8470.3 0.79442 54 55 1 5544.9 8941.6 0.620

43 55 56 1 5544.9 8941.6 0.62044 56 57 1 6721.8 8470.3 0.79445 57 58 1 7734.0 8470.3 0.91346 58 59 1 6521.6 8470.3 0.77047 59 60 1 4191.5 8470.3 0.49548 60 61 1 743.6 8470.3 0.08849 61 62 1 -3822.0 -16522.0 0.23150 62 63 1 -7232.7 -16522.0 0.43851 63 64 1 -2794.4 -16522.0 0.16952 45 64 1 -1397.2 -16522.0 0.08553 1 5 1 8163.5 11657.6 0.70054 2 6 1 3782.9 11592.6 0.32655 3 7 1 3782.9 11592.6 0.32656 4 8 1 8163.5 11657.6 0.70057 5 9 1 3575.1 11679.2 0.30658 6 10 1 6134.9 11614.2 0.52859 7 11 1 6134.9 11614.2 0.52860 8 12 1 3575.1 11679.2 0.30661 9 13 1 1328.7 11657.6 0.11462 10 14 1 7573.8 11592.6 0.65363 11 15 1 7573.8 11592.6 0.65364 12 16 1 1328.7 11657.6 0.11465 13 17 1 -57.4 -16522.0 0.00366 14 18 1 8538.1 11592.6 0.73767 15 19 1 8538.1 11592.6 0.737

68 16 20 1 -57.4 -16522.0 0.00369 17 21 1 -981.4 -16522.0 0.05970 18 22 1 9209.9 11614.2 0.79371 19 23 1 9209.9 11614.2 0.79372 20 24 1 -981.4 -16522.0 0.05973 21 27 1 -1614.1 -16522.0 0.09874 22 28 1 9718.6 11592.6 0.83875 23 42 1 9718.6 11592.6 0.83876 24 43 1 -1614.1 -16522.0 0.09877 26 46 2 -0.0 -13215.6 0.00078 27 47 2 -2472.6 -13215.6 0.18779 28 48 2 2818.9 5786.1 0.48780 29 49 2 3661.0 7531.3 0.48681 30 50 2 2941.0 7531.3 0.391


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82 31 51 2 2221.0 7531.3 0.29583 32 52 2 1501.0 7531.3 0.19984 33 53 2 -192.8 -13215.6 0.01585 34 54 2 -652.0 -13215.6 0.04986 35 55 2 -2326.6 -13215.6 0.176

87 36 56 2 -652.0 -13215.6 0.04988 37 57 2 -192.8 -13215.6 0.01589 38 58 2 1501.0 7531.3 0.19990 39 59 2 2221.0 7531.3 0.29591 40 60 2 2941.0 7531.3 0.39192 41 61 2 3661.0 7531.3 0.48693 42 62 2 2818.9 5786.1 0.48794 43 63 2 -2472.6 -13215.6 0.18795 44 64 2 0.0 10800.1 0.00096 2 5 2 -5343.9 -13215.6 0.40497 3 8 2 -5343.9 -13215.6 0.40498 6 9 2 -3036.0 -13215.6 0.230

99 7 12 2 -3036.0 -13215.6 0.230100 10 13 2 -2158.8 -13215.6 0.163101 11 16 2 -2158.8 -13215.6 0.163102 14 17 2 -1660.1 -13215.6 0.126103 15 20 2 -1660.1 -13215.6 0.126104 18 21 2 -1313.0 -13215.6 0.099105 19 24 2 -1313.0 -13215.6 0.099106 22 27 2 -1154.6 -13215.6 0.087107 23 43 2 -1154.6 -13215.6 0.087108 27 46 2 1397.2 3453.8 0.405109 28 47 2 4826.3 2601.1 1.855

BARRA SOBREESFORZADA!!110 29 48 2 -3579.9 -13215.6 0.271111 30 49 2 -4751.3 -13215.6 0.360112 31 50 2 -3588.1 -13215.6 0.272113 32 51 2 -2424.9 -13215.6 0.183114 33 52 2 -1261.7 -13215.6 0.095115 34 53 2 1175.3 2561.1 0.459116 35 54 2 1645.2 2123.4 0.775117 35 56 2 1645.2 2123.4 0.775118 36 57 2 1175.3 2561.1 0.459119 37 58 2 -1261.7 -13215.6 0.095120 38 59 2 -2424.9 -13215.6 0.183121 39 60 2 -3588.1 -13215.6 0.272122 40 61 2 -4751.3 -13215.6 0.360

123 41 62 2 -3579.9 -13215.6 0.271124 42 63 2 4826.3 2601.1 1.855


ESTADO DE CARGA 2

CARGA SISMICA


(Kg) (Kg)25 21.0 0.046 42.0 0.0


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47 42.0 0.048 42.0 0.049 42.0 0.050 42.0 0.051 42.0 0.0

52 42.0 0.053 42.0 0.054 42.0 0.055 42.0 0.056 42.0 0.057 42.0 0.058 42.0 0.059 42.0 0.060 42.0 0.061 42.0 0.062 42.0 0.063 42.0 0.0

64 42.0 0.045 21.0 0.0


(cm) (cm)1 0.00000 0.000002 0.00000 0.000003 0.00000 0.000004 0.00000 0.000005 0.02070 0.006066 0.02283 -0.009627 0.02283 0.009628 0.02070 -0.006069 0.04847 0.00888

10 0.05062 -0.0190411 0.05062 0.0190412 0.04847 -0.0088813 0.07887 0.0101614 0.08101 -0.0280315 0.08101 0.0280316 0.07887 -0.0101617 0.10993 0.0104918 0.11207 -0.0364919 0.11207 0.03649

20 0.10993 -0.0104921 0.14045 0.0101722 0.14258 -0.0444423 0.14258 0.0444424 0.14045 -0.0101725 0.17117 0.1034026 0.17104 0.0565627 0.17091 0.0094128 0.17271 -0.0517229 0.19392 -0.0874830 0.20457 -0.1024931 0.21029 -0.1021732 0.21162 -0.0889233 0.20917 -0.06550


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34 0.21153 -0.0322835 0.21232 0.0000036 0.21153 0.0322837 0.20917 0.0655038 0.21162 0.08892

39 0.21029 0.1021740 0.20457 0.1024941 0.19392 0.0874842 0.17271 0.0517243 0.17091 -0.0094144 0.17104 -0.0565645 0.17117 -0.1034046 0.18366 0.0565647 0.19652 0.0077848 0.20733 -0.0521549 0.21190 -0.0871250 0.21167 -0.10208

51 0.20801 -0.1016952 0.20168 -0.0883953 0.19340 -0.0643954 0.18401 -0.0311055 0.17527 0.0000056 0.18401 0.0311057 0.19340 0.0643958 0.20168 0.0883959 0.20801 0.1016960 0.21167 0.1020861 0.21190 0.0871262 0.20733 0.0521563 0.19652 -0.0077864 0.18366 -0.05656


(Kg) (Kg)1 0.0 -2177.82 -420.0 2035.73 -420.0 -2035.74 0.0 2177.8



1 1 2 2 0.0 10800.1 0.0002 3 4 2 0.0 10800.1 0.0003 5 6 2 -685.1 -13215.6 0.0524 7 8 2 685.1 10069.7 0.0685 9 10 2 -516.8 -13215.6 0.0396 11 12 2 516.8 8959.1 0.0587 13 14 2 -412.3 -13215.6 0.0318 15 16 2 412.3 7531.3 0.0559 17 18 2 -343.6 -13215.6 0.026

10 19 20 2 343.6 5786.1 0.05911 21 22 2 -293.5 -13215.6 0.02212 23 24 2 293.5 4246.8 0.069


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13 25 26 1 21.0 8730.3 0.00214 26 27 1 21.0 8730.3 0.00215 27 28 2 -216.5 -13215.6 0.01616 28 29 1 -957.4 -16522.0 0.05817 29 30 1 -996.3 -16522.0 0.060

18 30 31 1 -871.3 -16522.0 0.05319 31 32 1 -728.9 -16522.0 0.04420 32 33 1 -569.0 -16522.0 0.03421 33 34 1 -378.6 -16522.0 0.02322 34 35 1 -136.1 -16522.0 0.00823 35 36 1 136.1 9201.6 0.01524 36 37 1 378.6 8730.3 0.04325 37 38 1 569.0 8470.3 0.06726 38 39 1 728.9 8470.3 0.08627 39 40 1 871.3 8470.3 0.10328 40 41 1 996.3 8470.3 0.11829 41 42 1 957.4 8145.2 0.118

30 42 43 2 216.5 3251.4 0.06731 43 44 1 -21.0 -16522.0 0.00132 44 45 1 -21.0 -16522.0 0.00133 25 46 1 -0.0 -16522.0 0.00034 46 47 1 21.7 8470.3 0.00335 47 48 1 591.6 7966.4 0.07436 48 49 1 713.8 8470.3 0.08437 49 50 1 632.2 8470.3 0.07538 50 51 1 533.3 8470.3 0.06339 51 52 1 416.9 8470.3 0.04940 52 53 1 283.2 8470.3 0.03341 53 54 1 75.7 8470.3 0.00942 54 55 1 -21.8 -16522.0 0.00143 55 56 1 21.8 8941.6 0.00244 56 57 1 -75.7 -16522.0 0.00545 57 58 1 -283.2 -16522.0 0.01746 58 59 1 -416.9 -16522.0 0.02547 59 60 1 -533.3 -16522.0 0.03248 60 61 1 -632.2 -16522.0 0.03849 61 62 1 -713.8 -16522.0 0.04350 62 63 1 -591.6 -16522.0 0.03651 63 64 1 -21.7 -16522.0 0.00152 45 64 1 0.0 8470.3 0.00053 1 5 1 -2177.8 -16522.0 0.13254 2 6 1 926.8 11592.6 0.080

55 3 7 1 -926.8 -16522.0 0.05656 4 8 1 2177.8 11657.6 0.18757 5 9 1 -1030.3 -16522.0 0.06258 6 10 1 333.9 11614.2 0.02959 7 11 1 -333.9 -16522.0 0.02060 8 12 1 1030.3 11679.2 0.08861 9 13 1 -461.7 -16522.0 0.02862 10 14 1 -26.9 -16522.0 0.00263 11 15 1 26.9 11592.6 0.00264 12 16 1 461.7 11657.6 0.04065 13 17 1 -116.4 -16522.0 0.00766 14 18 1 -267.1 -16522.0 0.01667 15 19 1 267.1 11592.6 0.02368 16 20 1 116.4 11657.6 0.010


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45

69 17 21 1 113.8 11679.2 0.01070 18 22 1 -436.1 -16522.0 0.02671 19 23 1 436.1 11614.2 0.03872 20 24 1 -113.8 -16522.0 0.00773 21 27 1 275.2 11657.6 0.024

74 22 28 1 -564.7 -16522.0 0.03475 23 42 1 564.7 11592.6 0.04976 24 43 1 -275.2 -16522.0 0.01777 26 46 2 -0.0 -13215.6 0.00078 27 47 2 393.3 8959.1 0.04479 28 48 2 69.9 5786.1 0.01280 29 49 2 -69.3 -13215.6 0.00581 30 50 2 -80.5 -13215.6 0.00682 31 51 2 -91.7 -13215.6 0.00783 32 52 2 -102.9 -13215.6 0.00884 33 53 2 -215.1 -13215.6 0.01685 34 54 2 -161.6 -13215.6 0.012

86 35 55 2 0.0 2569.0 0.00087 36 56 2 161.6 4246.8 0.03888 37 57 2 215.1 7531.3 0.02989 38 58 2 102.9 7531.3 0.01490 39 59 2 91.7 7531.3 0.01291 40 60 2 80.5 7531.3 0.01192 41 61 2 69.3 7531.3 0.00993 42 62 2 -69.9 -13215.6 0.00594 43 63 2 -393.3 -13215.6 0.03095 44 64 2 -0.0 -13215.6 0.00096 2 5 2 1336.5 9082.5 0.14797 3 8 2 -1336.5 -13215.6 0.10198 6 9 2 768.3 8342.0 0.09299 7 12 2 -768.3 -13215.6 0.058

100 10 13 2 537.8 7178.7 0.075101 11 16 2 -537.8 -13215.6 0.041102 14 17 2 413.6 5750.8 0.072103 15 20 2 -413.6 -13215.6 0.031104 18 21 2 335.0 4437.9 0.075105 19 24 2 -335.0 -13215.6 0.025106 22 27 2 286.6 3455.4 0.083107 23 43 2 -286.6 -13215.6 0.022108 27 46 2 21.7 3453.8 0.006109 28 47 2 -571.2 -13215.6 0.043110 29 48 2 -79.4 -13215.6 0.006

111 30 49 2 130.1 3189.1 0.041112 31 50 2 148.2 3189.1 0.046113 32 51 2 166.3 3189.1 0.052114 33 52 2 184.4 3189.1 0.058115 34 53 2 291.4 2561.1 0.114116 35 54 2 192.5 2123.4 0.091117 35 56 2 -192.5 -13215.6 0.015118 36 57 2 -291.4 -13215.6 0.022119 37 58 2 -184.4 -13215.6 0.014120 38 59 2 -166.3 -13215.6 0.013121 39 60 2 -148.2 -13215.6 0.011122 40 61 2 -130.1 -13215.6 0.010123 41 62 2 79.4 3189.1 0.025124 42 63 2 571.2 2601.1 0.220


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46

125 43 64 2 -21.7 -13215.6 0.002

2.6 REPRESENTACIN GRFICA DEL RESULTADO DE ESFUERZOS EN LAS

BARRAS (PROGRAMA ESFUERZO.BAS):

NOTA: Es necesario un ajuste de secciones para optimizar las barras con mnimo esfuerzo (colorverde) y las barras con sobreesfuerzo (color rojo) en el Estado de Carga 1, que es el crtico, para loque se pueden utilizar las tablas de los numerales 4.5 y 4.6. Por aspectos constructivos se tratar deuniformizar secciones transversales mediante sectorizacin.

2.7 ARCHIVO DE DATOS LUEGO DEL PRIMER AJUSTE DE SECCIONES:TITULO DE IDENTIFICACION DEL PROBLEMA:CELOSIA TIPO PORTICO A DOS AGUAS# NUDOS, # TIPOS DE ELEMENTOS, # ELEMENTOS, # ESTADOS DE CARGA:

64 4 125 2DATOS DE LOS NUDOS:NUDO, COORD. X (cm), COORD. Y (cm), RESTRICCION X, RESTRICCION Y:

1 300 0 1 12 340 0 1 13 2660 0 1 1

4 2700 0 1 15 300 67 0 06 360 67 0 07 2640 67 0 08 2700 67 0 09 300 133 0 0

10 380 133 0 011 2620 133 0 012 2700 133 0 013 300 200 0 014 400 200 0 015 2600 200 0 016 2700 200 0 017 300 267 0 018 420 267 0 019 2580 267 0 020 2700 267 0 021 300 333 0 022 440 333 0 023 2560 333 0 024 2700 333 0 025 0 400 0 026 150 400 0 027 300 400 0 028 460 400 0 0

29 610 460 0 0


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47

30 760 500 0 031 910 540 0 032 1060 580 0 033 1210 620 0 034 1360 620 0 0

35 1500 620 0 036 1640 620 0 037 1790 620 0 038 1940 580 0 039 2090 540 0 040 2240 500 0 041 2390 460 0 042 2540 400 0 043 2700 400 0 044 2850 400 0 045 3000 400 0 046 150 440 0 0

47 300 480 0 048 460 520 0 049 610 560 0 050 760 600 0 051 910 640 0 052 1060 680 0 053 1210 720 0 054 1360 760 0 055 1500 800 0 056 1640 760 0 057 1790 720 0 058 1940 680 0 059 2090 640 0 060 2240 600 0 061 2390 560 0 062 2540 520 0 063 2700 480 0 064 2850 440 0 0

DATOS DE LOS TIPOS DE ELEMENTOS:NUMERO TIPO, GEOMETRIA GENERICA# PERFILES EN EL ELEMENTO, DIMENSIONES DEL PERFIL (mm)

1 U1 200 50 42 L2 50 50 5

3 L2 40 40 44 U1 200 50 6

DATOS DE LOS ELEMENTOS:ELEMENTO, NUDO MENOR, NUDO MAYOR, TIPO DE ELEMENTO:

1 1 2 22 3 4 23 5 6 34 7 8 35 9 10 36 11 12 37 13 14 38 15 16 3


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48

9 17 18 310 19 20 311 21 22 312 23 24 313 25 26 3

14 26 27 315 27 28 416 28 29 417 29 30 418 30 31 119 31 32 120 32 33 121 33 34 122 34 35 123 35 36 124 36 37 125 37 38 1

26 38 39 127 39 40 128 40 41 429 41 42 430 42 43 431 43 44 332 44 45 333 25 46 334 46 47 335 47 48 136 48 49 137 49 50 138 50 51 139 51 52 140 52 53 141 53 54 142 54 55 143 55 56 144 56 57 145 57 58 146 58 59 147 59 60 148 60 61 149 61 62 150 62 63 1

51 63 64 352 64 45 353 1 5 154 2 6 155 3 7 156 4 8 157 5 9 158 6 10 159 7 11 160 8 12 161 9 13 162 10 14 163 11 15 164 12 16 1


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49

65 13 17 166 14 18 167 15 19 168 16 20 169 17 21 1

70 18 22 171 19 23 172 20 24 173 21 27 174 22 28 175 23 42 176 24 43 177 26 46 378 27 47 179 28 48 280 29 49 281 30 50 2

82 31 51 383 32 52 384 33 53 385 34 54 386 35 55 187 36 56 388 37 57 389 38 58 390 39 59 391 40 60 292 41 61 293 42 62 294 43 63 195 44 64 396 2 5 397 3 8 398 6 9 399 7 12 3

100 10 13 3101 11 16 3102 14 17 3103 15 20 3104 18 21 3105 19 24 3106 22 27 3

107 23 43 3108 27 46 3109 28 47 1110 29 48 3111 30 49 3112 31 50 3113 32 51 3114 33 52 3115 34 53 3116 35 54 3117 35 56 3118 36 57 3119 37 58 3120 38 59 3


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50

121 39 60 3122 40 61 3123 41 62 3124 42 63 1125 43 64 3

DATOS GENERALES DE LAS CARGAS:TITULO DE IDENTIFICACION DEL ESTADO DE CARGA # 1 :CARGA VERTICALNUMERO DE NUDOS CARGADOS:


25 0 -36046 0 -72047 0 -72048 0 -72049 0 -720

50 0 -72051 0 -72052 0 -72053 0 -72054 0 -72055 0 -72056 0 -72057 0 -72058 0 -72059 0 -72060 0 -72061 0 -72062 0 -72063 0 -72064 0 -72045 0 -360

TITULO DE IDENTIFICACION DEL ESTADO DE CARGA # 2 :CARGA SISMICANUMERO DE NUDOS CARGADOS:


25 21 046 42 047 42 0

48 42 049 42 050 42 051 42 052 42 053 42 054 42 055 42 056 42 057 42 058 42 059 42 060 42 061 42 0


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51

62 42 063 42 064 42 045 21 0

2.8 ARCHIVO DE RESULTADOS LUEGO DEL PRIMER AJUSTE DESECCIONES:

CELOSIA TIPO PORTICO A DOS AGUAS

DATOS DE LA ESTRUCTURA:NUMERO DE NUDOS = 64NUMERO DE TIPOS DE ELEMENTOS = 4NUMERO DE ELEMENTOS = 125NUMERO DE ESTADOS DE CARGA = 2

CARACTERISTICAS DE NUDO:NUDO COORDENADAS RESTRICCIONES

X Y X Y(cm) (cm)

1 300.0 0.0 1 12 340.0 0.0 1 13 2660.0 0.0 1 14 2700.0 0.0 1 15 300.0 67.0 0 06 360.0 67.0 0 07 2640.0 67.0 0 08 2700.0 67.0 0 09 300.0 133.0 0 0

10 380.0 133.0 0 011 2620.0 133.0 0 012 2700.0 133.0 0 013 300.0 200.0 0 014 400.0 200.0 0 015 2600.0 200.0 0 016 2700.0 200.0 0 017 300.0 267.0 0 018 420.0 267.0 0 019 2580.0 267.0 0 020 2700.0 267.0 0 021 300.0 333.0 0 022 440.0 333.0 0 023 2560.0 333.0 0 024 2700.0 333.0 0 025 0.0 400.0 0 026 150.0 400.0 0 027 300.0 400.0 0 028 460.0 400.0 0 029 610.0 460.0 0 030 760.0 500.0 0 031 910.0 540.0 0 032 1060.0 580.0 0 033 1210.0 620.0 0 0

34 1360.0 620.0 0 0


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35 1500.0 620.0 0 036 1640.0 620.0 0 037 1790.0 620.0 0 038 1940.0 580.0 0 039 2090.0 540.0 0 0

40 2240.0 500.0 0 041 2390.0 460.0 0 042 2540.0 400.0 0 043 2700.0 400.0 0 044 2850.0 400.0 0 045 3000.0 400.0 0 046 150.0 440.0 0 047 300.0 480.0 0 048 460.0 520.0 0 049 610.0 560.0 0 050 760.0 600.0 0 051 910.0 640.0 0 0

52 1060.0 680.0 0 053 1210.0 720.0 0 054 1360.0 760.0 0 055 1500.0 800.0 0 056 1640.0 760.0 0 057 1790.0 720.0 0 058 1940.0 680.0 0 059 2090.0 640.0 0 060 2240.0 600.0 0 061 2390.0 560.0 0 062 2540.0 520.0 0 063 2700.0 480.0 0 064 2850.0 440.0 0 0

PROPIEDADES DE LOS TIPOS DE ELEMENTOS:TIPO GEOMETRIA # PERFILES DIMENSIONES (mm)

1 U 1 200 50 42 L 2 50 50 53 L 2 40 40 44 U 1 200 50 6

PROPIEDADES DE LOS ELEMENTOS:MIEMBRO NUDO INICIAL NUDO FINAL TIPO

1 1 2 22 3 4 2

3 5 6 34 7 8 35 9 10 36 11 12 37 13 14 38 15 16 39 17 18 3

10 19 20 311 21 22 312 23 24 313 25 26 314 26 27 315 27 28 416 28 29 4


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53

17 29 30 418 30 31 119 31 32 120 32 33 121 33 34 1

22 34 35 123 35 36 124 36 37 125 37 38 126 38 39 127 39 40 128 40 41 429 41 42 430 42 43 431 43 44 332 44 45 333 25 46 3

34 46 47 335 47 48 136 48 49 137 49 50 138 50 51 139 51 52 140 52 53 141 53 54 142 54 55 143 55 56 144 56 57 145 57 58 146 58 59 147 59 60 148 60 61 149 61 62 150 62 63 151 63 64 352 45 64 353 1 5 154 2 6 155 3 7 156 4 8 157 5 9 158 6 10 1

59 7 11 160 8 12 161 9 13 162 10 14 163 11 15 164 12 16 165 13 17 166 14 18 167 15 19 168 16 20 169 17 21 170 18 22 171 19 23 172 20 24 1


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54

73 21 27 174 22 28 175 23 42 176 24 43 177 26 46 3

78 27 47 179 28 48 280 29 49 281 30 50 282 31 51 383 32 52 384 33 53 385 34 54 386 35 55 187 36 56 388 37 57 389 38 58 3

90 39 59 391 40 60 292 41 61 293 42 62 294 43 63 195 44 64 396 2 5 397 3 8 398 6 9 399 7 12 3

100 10 13 3101 11 16 3102 14 17 3103 15 20 3104 18 21 3105 19 24 3106 22 27 3107 23 43 3108 27 46 3109 28 47 1110 29 48 3111 30 49 3112 31 50 3113 32 51 3114 33 52 3

115 34 53 3116 35 54 3117 35 56 3118 36 57 3119 37 58 3120 38 59 3121 39 60 3122 40 61 3123 41 62 3124 42 63 1125 43 64 3

NUMERO DE GRADOS DE LIBERTAD = 120LONGITUD DEL VECTOR SKYLINE = 2288


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ESTADO DE CARGA 1

CARGA VERTICAL


(Kg) (Kg)25 0.0 -360.046 0.0 -720.047 0.0 -720.048 0.0 -720.049 0.0 -720.050 0.0 -720.051 0.0 -720.052 0.0 -720.053 0.0 -720.0

54 0.0 -720.055 0.0 -720.056 0.0 -720.057 0.0 -720.058 0.0 -720.059 0.0 -720.060 0.0 -720.061 0.0 -720.062 0.0 -720.063 0.0 -720.064 0.0 -720.045 0.0 -360.0


(cm) (cm)1 0.00000 0.000002 0.00000 0.000003 0.00000 0.000004 0.00000 0.000005 -0.09185 -0.019156 -0.10392 0.016897 0.10392 0.016898 0.09185 -0.019159 -0.18130 -0.02662

10 -0.19328 0.0236411 0.19328 0.0236412 0.18130 -0.0266213 -0.25860 -0.0285614 -0.27077 0.0222515 0.27077 0.0222516 0.25860 -0.0285617 -0.32146 -0.0270018 -0.33362 0.0138319 0.33362 0.0138320 0.32146 -0.0270021 -0.36900 -0.0231722 -0.38079 -0.0005323 0.38079 -0.00053


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56

24 0.36900 -0.0231725 -0.37079 -0.2135426 -0.38721 -0.0540527 -0.40362 -0.0176928 -0.42014 -0.01919

29 -0.36677 -0.3018330 -0.29486 -0.7128131 -0.20832 -1.1302632 -0.11373 -1.4916533 -0.03326 -1.7417634 -0.01354 -1.8237835 0.00000 -1.8196536 0.01354 -1.8237837 0.03326 -1.7417638 0.11373 -1.4916539 0.20832 -1.1302640 0.29486 -0.71281

41 0.36677 -0.3018342 0.42014 -0.0191943 0.40362 -0.0176944 0.38721 -0.0540545 0.37079 -0.2135446 -0.39512 -0.0540547 -0.37088 -0.0084648 -0.30987 -0.0363749 -0.20512 -0.3208350 -0.09809 -0.7280851 -0.01061 -1.1482752 0.04409 -1.5038353 0.05919 -1.7412554 0.03708 -1.8174355 0.00000 -1.8034256 -0.03708 -1.8174357 -0.05919 -1.7412558 -0.04409 -1.5038359 0.01061 -1.1482760 0.09809 -0.7280861 0.20512 -0.3208362 0.30987 -0.0363763 0.37088 -0.0084664 0.39512 -0.05405


(Kg) (Kg)1 0.0 6886.62 3817.5 313.43 -3817.5 313.44 0.0 6886.6



1 1 2 2 0.0 10800.1 0.0002 3 4 2 0.0 10800.1 0.000


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3 5 6 3 2482.6 5930.6 0.4194 7 8 3 2482.6 5930.6 0.4195 9 10 3 1846.8 4820.0 0.3836 11 12 3 1846.8 4820.0 0.3837 13 14 3 1501.0 3409.4 0.440

8 15 16 3 1501.0 3409.4 0.4409 17 18 3 1250.8 2367.6 0.528

10 19 20 3 1250.8 2367.6 0.52811 21 22 3 1038.8 1739.5 0.59712 23 24 3 1038.8 1739.5 0.59713 25 26 3 1350.0 1515.3 0.89114 26 27 3 1350.0 1515.3 0.89115 27 28 4 3645.2 12501.8 0.29216 28 29 4 12113.4 12334.5 0.98217 29 30 4 8283.1 13003.6 0.63718 30 31 1 3715.9 8470.3 0.43919 31 32 1 266.5 8470.3 0.031

20 32 33 1 -2065.2 -16522.0 0.12521 33 34 1 -3168.5 -16522.0 0.19222 34 35 1 -2329.6 -16522.0 0.14123 35 36 1 -2329.6 -16522.0 0.14124 36 37 1 -3168.5 -16522.0 0.19225 37 38 1 -2065.2 -16522.0 0.12526 38 39 1 266.5 8470.3 0.03127 39 40 1 3715.9 8470.3 0.43928 40 41 4 8283.1 13003.6 0.63729 41 42 4 12113.4 12334.5 0.98230 42 43 4 3645.2 12501.8 0.29231 43 44 3 1350.0 1515.3 0.89132 44 45 3 1350.0 1515.3 0.89133 25 46 3 -1397.2 -8458.0 0.16534 46 47 3 -2794.4 -8458.0 0.33035 47 48 1 -7658.2 -16522.0 0.46436 48 49 1 -4332.2 -16522.0 0.26237 49 50 1 235.0 8470.3 0.02838 50 51 1 3684.4 8470.3 0.43539 51 52 1 6016.2 8470.3 0.71040 52 53 1 7230.1 8470.3 0.85441 53 54 1 6362.0 8470.3 0.75142 54 55 1 5263.6 8941.6 0.58943 55 56 1 5263.6 8941.6 0.58944 56 57 1 6362.0 8470.3 0.751

45 57 58 1 7230.1 8470.3 0.85446 58 59 1 6016.2 8470.3 0.71047 59 60 1 3684.4 8470.3 0.43548 60 61 1 235.0 8470.3 0.02849 61 62 1 -4332.2 -16522.0 0.26250 62 63 1 -7658.2 -16522.0 0.46451 63 64 3 -2794.4 -8458.0 0.33052 45 64 3 -1397.2 -8458.0 0.16553 1 5 1 6886.6 11657.6 0.59154 2 6 1 4666.8 11592.6 0.40355 3 7 1 4666.8 11592.6 0.40356 4 8 1 6886.6 11657.6 0.59157 5 9 1 2728.2 11679.2 0.23458 6 10 1 6795.4 11614.2 0.585


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58

59 7 11 1 6795.4 11614.2 0.58560 8 12 1 2728.2 11679.2 0.23461 9 13 1 696.7 11657.6 0.06062 10 14 1 8098.8 11592.6 0.69963 11 15 1 8098.8 11592.6 0.699

64 12 16 1 696.7 11657.6 0.06065 13 17 1 -560.4 -16522.0 0.03466 14 18 1 8973.4 11592.6 0.77467 15 19 1 8973.4 11592.6 0.77468 16 20 1 -560.4 -16522.0 0.03469 17 21 1 -1398.4 -16522.0 0.08570 18 22 1 9581.6 11614.2 0.82571 19 23 1 9581.6 11614.2 0.82572 20 24 1 -1398.4 -16522.0 0.08573 21 27 1 -1969.8 -16522.0 0.11974 22 28 1 10041.7 11592.6 0.86675 23 42 1 10041.7 11592.6 0.866

76 24 43 1 -1969.8 -16522.0 0.11977 26 46 3 0.0 6723.8 0.00078 27 47 1 -2782.1 -16522.0 0.16879 28 48 2 2758.6 5786.1 0.47780 29 49 2 3662.0 7531.3 0.48681 30 50 2 2942.0 7531.3 0.39182 31 51 3 2222.0 3409.4 0.65283 32 52 3 1502.0 3409.4 0.44184 33 53 3 -62.9 -8458.0 0.00785 34 54 3 -559.2 -8458.0 0.06686 35 55 1 -2172.1 -16522.0 0.13187 36 56 3 -559.2 -8458.0 0.06688 37 57 3 -62.9 -8458.0 0.00789 38 58 3 1502.0 3409.4 0.44190 39 59 3 2222.0 3409.4 0.65291 40 60 2 2942.0 7531.3 0.39192 41 61 2 3662.0 7531.3 0.48693 42 62 2 2758.6 5786.1 0.47794 43 63 1 -2782.1 -16522.0 0.16895 44 64 3 0.0 6723.8 0.00096 2 5 3 -4843.1 -8458.0 0.57397 3 8 3 -4843.1 -8458.0 0.57398 6 9 3 -2745.5 -8458.0 0.32599 7 12 3 -2745.5 -8458.0 0.325

100 10 13 3 -1957.9 -8458.0 0.231

101 11 16 3 -1957.9 -8458.0 0.231102 14 17 3 -1505.6 -8458.0 0.178103 15 20 3 -1505.6 -8458.0 0.178104 18 21 3 -1185.5 -8458.0 0.140105 19 24 3 -1185.5 -8458.0 0.140106 22 27 3 -1047.9 -8458.0 0.124107 23 43 3 -1047.9 -8458.0 0.124108 27 46 3 1397.2 1414.7 0.988109 28 47 1 5287.8 7186.3 0.736110 29 48 3 -3493.4 -8458.0 0.413111 30 49 3 -4752.9 -8458.0 0.562112 31 50 3 -3589.7 -8458.0 0.424113 32 51 3 -2426.5 -8458.0 0.287114 33 52 3 -1263.4 -8458.0 0.149


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59

115 34 53 3 1008.2 1049.0 0.961116 35 54 3 1535.9 869.7 1.766


BARRA SOBREESFORZADA!!

118 36 57 3 1008.2 1049.0 0.961119 37 58 3 -1263.4 -8458.0 0.149120 38 59 3 -2426.5 -8458.0 0.287121 39 60 3 -3589.7 -8458.0 0.424122 40 61 3 -4752.9 -8458.0 0.562123 41 62 3 -3493.4 -8458.0 0.413124 42 63 1 5287.8 7186.3 0.736125 43 64 3 1397.2 1414.7 0.988

ESTADO DE CARGA 2

CARGA SISMICA


(Kg) (Kg)25 21.0 0.046 42.0 0.047 42.0 0.048 42.0 0.049 42.0 0.050 42.0 0.051 42.0 0.052 42.0 0.053 42.0 0.054 42.0 0.055 42.0 0.056 42.0 0.057 42.0 0.058 42.0 0.059 42.0 0.060 42.0 0.061 42.0 0.062 42.0 0.063 42.0 0.064 42.0 0.045 21.0 0.0


(cm) (cm)1 0.00000 0.000002 0.00000 0.000003 0.00000 0.000004 0.00000 0.000005 0.02419 0.005356 0.02727 -0.010397 0.02727 0.010398 0.02419 -0.005359 0.05481 0.00771

10 0.05790 -0.02026


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60

11 0.05790 0.0202612 0.05481 -0.0077113 0.08760 0.0086614 0.09069 -0.0296315 0.09069 0.02963

16 0.08760 -0.0086617 0.12087 0.0087118 0.12395 -0.0384819 0.12395 0.0384820 0.12087 -0.0087121 0.15353 0.0081822 0.15661 -0.0468323 0.15661 0.0468324 0.15353 -0.0081825 0.18669 0.0998226 0.18643 0.0539527 0.18617 0.00723

28 0.18707 -0.0540129 0.20767 -0.0927130 0.21730 -0.1104731 0.22381 -0.1114032 0.22543 -0.0979133 0.22292 -0.0732834 0.22544 -0.0360635 0.22628 -0.0000036 0.22544 0.0360637 0.22292 0.0732838 0.22543 0.0979139 0.22381 0.1114040 0.21730 0.1104741 0.20767 0.0927142 0.18707 0.0540143 0.18617 -0.0072344 0.18643 -0.0539545 0.18669 -0.0998246 0.19892 0.0539547 0.21149 0.0057448 0.22181 -0.0544649 0.22661 -0.0923050 0.22666 -0.1100051 0.22291 -0.1105952 0.21624 -0.09700

53 0.20735 -0.0714154 0.19683 -0.0341055 0.18723 -0.0000056 0.19683 0.0341057 0.20735 0.0714158 0.21624 0.0970059 0.22291 0.1105960 0.22666 0.1100061 0.22661 0.0923062 0.22181 0.0544663 0.21149 -0.0057464 0.19892 -0.05395

REACCIONES DE APOYO:


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61

NUDO REACCION X REACCION Y(Kg) (Kg)

1 0.0 -1923.32 -420.0 1772.33 -420.0 -1772.3

4 0.0 1923.3



1 1 2 2 0.0 10800.1 0.0002 3 4 2 0.0 10800.1 0.0003 5 6 3 -632.7 -8458.0 0.0754 7 8 3 632.7 5930.6 0.1075 9 10 3 -476.9 -8458.0 0.0566 11 12 3 476.9 4820.0 0.099

7 13 14 3 -380.9 -8458.0 0.0458 15 16 3 380.9 3409.4 0.1129 17 18 3 -317.4 -8458.0 0.038

10 19 20 3 317.4 2367.6 0.13411 21 22 3 -270.7 -8458.0 0.03212 23 24 3 270.7 1739.5 0.15613 25 26 3 21.0 1515.3 0.01414 26 27 3 21.0 1515.3 0.01415 27 28 4 -196.8 -24214.5 0.00816 28 29 4 -1039.3 -24214.5 0.04317 29 30 4 -1077.2 -24214.5 0.04418 30 31 1 -938.5 -16522.0 0.05719 31 32 1 -782.5 -16522.0 0.04720 32 33 1 -609.0 -16522.0 0.03721 33 34 1 -404.1 -16522.0 0.02422 34 35 1 -144.9 -16522.0 0.00923 35 36 1 144.9 9201.6 0.01624 36 37 1 404.1 8730.3 0.04625 37 38 1 609.0 8470.3 0.07226 38 39 1 782.5 8470.3 0.09227 39 40 1 938.5 8470.3 0.11128 40 41 4 1077.2 13003.6 0.08329 41 42 4 1039.3 12334.5 0.08430 42 43 4 196.8 12501.8 0.01631 43 44 3 -21.0 -8458.0 0.002

32 44 45 3 -21.0 -8458.0 0.00233 25 46 3 0.0 1414.7 0.00034 46 47 3 21.7 1414.7 0.01535 47 48 1 670.0 7966.4 0.08436 48 49 1 794.6 8470.3 0.09437 49 50 1 699.4 8470.3 0.08338 50 51 1 586.9 8470.3 0.06939 51 52 1 456.9 8470.3 0.05440 52 53 1 309.5 8470.3 0.03741 53 54 1 84.8 8470.3 0.01042 54 55 1 -21.8 -16522.0 0.00143 55 56 1 21.8 8941.6 0.00244 56 57 1 -84.8 -16522.0 0.00545 57 58 1 -309.5 -16522.0 0.019


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62

46 58 59 1 -456.9 -16522.0 0.02847 59 60 1 -586.9 -16522.0 0.03648 60 61 1 -699.4 -16522.0 0.04249 61 62 1 -794.6 -16522.0 0.04850 62 63 1 -670.0 -16522.0 0.041

51 63 64 3 -21.7 -8458.0 0.00352 45 64 3 -0.0 -8458.0 0.00053 1 5 1 -1923.3 -16522.0 0.11654 2 6 1 743.6 11592.6 0.06455 3 7 1 -743.6 -16522.0 0.04556 4 8 1 1923.3 11657.6 0.16557 5 9 1 -863.5 -16522.0 0.05258 6 10 1 196.4 11614.2 0.01759 7 11 1 -196.4 -16522.0 0.01260 8 12 1 863.5 11679.2 0.07461 9 13 1 -338.8 -16522.0 0.02162 10 14 1 -136.8 -16522.0 0.008

63 11 15 1 136.8 11592.6 0.01264 12 16 1 338.8 11657.6 0.02965 13 17 1 -19.9 -16522.0 0.00166 14 18 1 -358.7 -16522.0 0.02267 15 19 1 358.7 11592.6 0.03168 16 20 1 19.9 11657.6 0.00269 17 21 1 192.8 11679.2 0.01770 18 22 1 -514.7 -16522.0 0.03171 19 23 1 514.7 11614.2 0.04472 20 24 1 -192.8 -16522.0 0.01273 21 27 1 341.7 11657.6 0.02974 22 28 1 -633.4 -16522.0 0.03875 23 42 1 633.4 11592.6 0.05576 24 43 1 -341.7 -16522.0 0.02177 26 46 3 -0.0 -8458.0 0.00078 27 47 1 450.4 11347.0 0.04079 28 48 2 72.6 5786.1 0.01380 29 49 2 -78.1 -13215.6 0.00681 30 50 2 -89.3 -13215.6 0.00782 31 51 3 -100.5 -8458.0 0.01283 32 52 3 -111.7 -8458.0 0.01384 33 53 3 -230.7 -8458.0 0.02785 34 54 3 -172.8 -8458.0 0.02086 35 55 1 0.0 7121.3 0.00087 36 56 3 172.8 1739.5 0.099

88 37 57 3 230.7 3409.4 0.06889 38 58 3 111.7 3409.4 0.03390 39 59 3 100.5 3409.4 0.02991 40 60 2 89.3 7531.3 0.01292 41 61 2 78.1 7531.3 0.01093 42 62 2 -72.6 -13215.6 0.00594 43 63 1 -450.4 -16522.0 0.02795 44 64 3 -0.0 -8458.0 0.00096 2 5 3 1234.3 4943.4 0.25097 3 8 3 -1234.3 -8458.0 0.14698 6 9 3 709.0 4202.9 0.16999 7 12 3 -709.0 -8458.0 0.084

100 10 13 3 496.8 3131.0 0.159101 11 16 3 -496.8 -8458.0 0.059


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