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JULIO 2010

MEMORIA DE CLCULO

REVISION DE TORRE AUTOSOPORTADA TRIANGULAR61 MTS. DE ALTURA

SITIO: MINIPOP CARRIZALESCalle Bamb, s/n, casi esq. Av. Constituyentes, Col. Carrizales

Quertaro, Qro.

.

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NDICE

A. Introduccin .............................................................................................. 3B. Bases de diseo ........................................................................................ 4

C. Tipos de cargas y nomenclatura ............................................................... 4

D. Combinaciones de carga .......................................................................... 4

E. Cuantificacin de cargas ........................................................................... 5

F. Anlisis de viento sobre estructura y antenas ........................................... 6

G. Anlisis estructural de torre ...................................................................... 9

1. Geometra de la torre ...................................................................... 9

2. Entrada y salida de datos en el programa Staad Pro ...................... 10

H. Conclusiones y recomendaciones ............................................................. 87

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ALESTRA S. DE R.L. DE C.V.

TORRE DE COMUNICACIONES.

AUTOSOPORTADA DE 61 METROS

QUERETARO, QUERETARO.

A. INTRODUCCIN

La compaa Alestra S. de R.L. de C.V. tiene instaladas 57 antenas de

comunicacin en diferentes dimetros, segn lo muestra la Seccin F, Pg. 6 para

arreglo de antenas; en una torre tipo Autosoportada de 61 metros de altura,

ubicada en la Calle Bamb, s/n, casi esq. Av. Constituyentes, Col. Carrizales,Quertaro, Qro.

La torre tiene forma piramidal truncada de altura igual a 61m y de seccin

triangular equiltera con miembros angulares, teniendo 5.70m de separacin de

entrepiernas en la base y 1.5m en la cspide.

Se ha solicitado la revisin de la estructura tipo torre autosoportada, con su

contenido actual de antenas, as como tambin, ver la posibilidad de adicionar

microondas; por lo cual se presenta esta memoria de la torre para el nmero y

posicin de antenas mencionadas.

El anlisis estructural de la torre se analiza con el paquete de anlisis y diseo

estructural STAAD-Pro. Dicho anlisis, as como la revisin de los perfiles de

acero, se presentan en las pginas siguientes.

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B. BASES DE DISEO

Fueron aplicados los siguientes cdigos y normas de diseo, de aceptacin en el pas:

DISEO DE TORRE

1. Evaluacin de cargas por viento Actuando sobre la estructura y antenas:

MANUAL DE DISEO DE OBRAS CIVILESDiseo por Viento

Comisin Federal de Electricidad (C.F.E.) 2008

2. Relaciones de esbeltez permitidas en miembros estructurales:

STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA

SUPORTING STRUCTURES EIA/TIA-222-G editadas por Electronic Industries

Association (E.I.A.) del American National Standards Institute (A.N.S.I.), 2005.

3. Revisin de esfuerzos, diseo y detalle de la estructura de acero:Manual Of Steel Construction, American Institute For Steel Construction (AISC) :

Load & Resistance Factor Design (LRFD), Second edition.

C. TIPOS DE CARGAS Y NOMENCLATURA

- Carga muerta (D )

- Carga viva (L)

- Carga de viento (W)

- Sismo (E) No aplica para este caso, rigen cargas de viento.

D. COMBINACIONES DE CARGA.

Las cargas de servicio y las combinaciones de carga para diseo en base a los

cdigos (LRFD y ASCE7), estn asignadas dentro del anlisis con STAAD-Pro a

nmeros. La denominacin para estas cargas se muestra a continuacin:

- PARA DISEO DE PERFILES DE ACERO POR EL CDIGO LRFD:1. 1.4(D + F)

2. 1.2(D + F + T ) + 1.6(L + H) + 0.5(Lr or S or R)

3. 1.2D + 1.6(Lr or S or R) + (L or 0.8W)

4. 1.2D + 1.6W + L + 0.5(Lr or S or R)

5. 1.2D + 1.0E + L + 0.2S

6. 0.9D + 1.6W + 1.6H

7. 0.9D + 1.0E + 1.6HDe aqu se habrn de seleccionar las cargas que apliquen a esta revisin.

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E. CUANTIFICACIN DE CARGAS.

1. Carga Muerta

a) Peso Propio: Obtenido directamente por el programa STAAD-PRO.

b) Peso de antenas de 0.3M de dimetro: 43.9 kg/pza

c) Peso de antenas de 0.6M de dimetro: 76 kg/pzad) Peso de antenas de 1.2M de dimetro: 149 kg/pza

2. Carga Viva.

a) Peso de 3 personas dando mantenimiento a la torre: 100.0 kgs/persona.

3. Carga de Viento:

Velocidad de diseo: 143 Km./hra. Para un periodo de retorno de 200 aos.

b) Fuerza de Arrastre (Fa) sobre la estructura(Ver Anlisis de viento en Seccin F)

c) Fuerzas sobre Antenas:

(Ver Anlisis de viento en Seccin F)

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F. ANALISIS DE VIENTO SOBRE ESTRUCTURA Y ANTENAS.

DESCRIPCIN: Torre Autosoportada 61 mts de altura.

ESTRUC. SEGN RESP A VIENTO TIPO 2UBICACIN: Queretaro, Queretaro ESTRUC. SEGN IMPORT. GRUPO A

VEL. DE VIENTO (Km/hr): 143 Regional CAT. DEL TERRENO POR RUGOSIDAD: 3

PERIODO DE RETORNO 200 Aos

ELEVACIN SNM PROPUESTA (m): 1813 FACTOR DE TOPOGRAFIA: 1

TEMPERATURA DE LA REGION PROPUESTA (C) 18.8 BASE DE LA TORRE(m): 5.7

TIPO DE PIERNA (ANGULO=L, REDONDO=O): L ALTURA DE LA TORRE (m): 61

TIPO DE CELOSIA (ANGULO=L, REDONDO=O): L ANALISIS A UTILIZARTIPO DE TORRE:CUADRADA, TRIANGULAR TRIANGULAR

NOTA: LA PRIMERA SECCION DEBERA SER LA PARTE SUPERIOR DE LA TORRE

DATOS DE LA SECCIN 1 DATOS DE LA SECCIN 6LONGITUD(m): 6 LONGITUD(m): 6ANCHO SUPERIOR: 1.5 ANCHO SUPERIOR: 3.12TIPO DE SECCIN (K,V,X,Z): Z TIPO DE SECCIN (K,V,X,Z): KDIM. DE PIERNA(In): 4" DIM. DE PIERNA(In): 6"DIM. DE HOR./DIAG. (In): 2.5" DIM. DE HOR./DIAG. (In): 3" &

"

DATOS DE LA SECCIN 2

LONGITUD(m): 6 DATOS DE LA SECCIN 7ANCHO SUPERIOR: 1.5 LONGITUD(m): 6

TIPO DE SECCIN (K,V,X,Z): X ANCHO SUPERIOR: 3.63DIM. DE PIERNA(In): 5" TIPO DE SECCIN (K,V,X,Z): K

DIM. DE HOR./DIAG. (In):

2.5"

DIM. DE PIERNA(In): 8"

DIM. DE HOR./DIAG. (In):4" &2"

DATOS DE LA SECCIN 3 DATOS DE LA SECCIN 8LONGITUD(m): 6 LONGITUD(m): 6ANCHO SUPERIOR: 1.57 ANCHO SUPERIOR: 4.14TIPO DE SECCIN (K,V,X,Z): V TIPO DE SECCIN (K,V,X,Z): KDIM. DE PIERNA(In): 5" DIM. DE PIERNA(In): 8"

DIM. DE HOR./DIAG. (In): 2.5" DIM. DE HOR./DIAG. (In): 4" &

DATOS DE LA SECCIN 4 DATOS DE LA SECCIN 9LONGITUD(m): 6 LONGITUD(m): 6ANCHO SUPERIOR: 2.09 ANCHO SUPERIOR: 4.67TIPO DE SECCIN (K,V,X,Z): K TIPO DE SECCIN (K,V,X,Z): K

DIM. DE PIERNA(In): 5" DIM. DE PIERNA(In): 8"

DIM. DE HOR./DIAG. (In): 3" & 2" DIM. DE HOR./DIAG. (In):4" &2.5"

DATOS DE LA SECCIN 5 DATOS DE LA SECCIN 10LONGITUD(m): 6 LONGITUD(m): 7ANCHO SUPERIOR: 2.6 ANCHO SUPERIOR: 5.17

TIPO DE SECCIN (K,V,X,Z): K TIPO DE SECCIN (K,V,X,Z): KDIM. DE PIERNA(In): 6" DIM. DE PIERNA(In): 8"

DIM. DE HOR./DIAG. (In): 3" & 2"DIM. DE HOR./DIAG. (In):

4" &2.5"

CALCULO DE CARGAS DINAMICAS SOBRE TORRES DEBIDAS AL VIENTO (C.F.E. 2008)

DINAMICO

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Factor de Exposicin (F'rz): = 0.29 Iv (Zs) 0.20

Coeficiente b = 0.77 Z0= 0.3SL(Zs,n1,x)

0.04Exponente ' = 0.21 Zmin= 5 L(Zs) 145.4

= 0.61 B2 0.83Coefs. Para Presin Dinmica Base, n1,x= 1.09 h 15.18(mm. De hg) = 613.1 n',x= Frecuencia Rayleigh= 1Hz=1cps b 1.57

G = 0.824 F'rz 0.790 Rh(h) 0.06V'D(Km/hr) 31 Rb(b) 0.39

Coefs. Para Factor de Rugosidad y Altmr= 3420.6 R2 0.15

= 0.156 Peso mtotal(kg)= 15393 v 0.42

= 390 eso de Staad (kg)= 11011.0 kp 3.51

c= 0.881 Peso antenas (Kg) 4381.7 CRG 0.1est,x= 0.005 hrpara vidrio o plastico= 0.0015 CG 0.13

m = 1.75 Diametro de Feeders (in) 3/8 FM 1.01

Tabla de Cargas de Viento: No. De Feeders 57 FAD 1.11

SECCIN Ap(m2) Ac(m

2) AT(m2) (As/AT)

Ca

PIERNAS

Ca

CELOSIA

Feeders

CauKre Kin

AFeeders

Cat

1 1.22 1.13 9.00 0.26 2.46 2.46 0.500 1 0.48 3.258 0.332 1.52 0.92 9.21 0.27 2.42 2.42 0.500 1 0.48 3.258 0.323 1.52 1.52 22.71 0.13 2.98 2.98 0.500 1 0.75 3.258 0.404 1.52 1.67 14.07 0.23 2.58 2.58 0.500 1 0.54 3.258 0.27

5 1.83 1.82 11.86 0.31 2.3 2.3 0.500 1 0.41 3.258 0.186 1.829 1.978 20.25 0.19 2.74 2.74 0.500 1 0.62 3.258 0.27

7 2.438 2.676 23.31 0.22 2.62 2.62 0.500 1 0.55 3.258 0.18

8 2.438 2.038 22.09 0.20 2.7 2.7 0.500 1 0.58 3.258 0.21

9 2.438 3.123 29.52 0.19 2.74 2.74 0.500 1 0.62 3.258 0.18

10 2.845 3.322 38.05 0.16 2.86 2.86 0.500 1 0.68 3.8 0.21

SECCIN Z (m) Zp(m) B (m) Bp(m) Frz D(Km/hr)qz(kg/m2)

Cat

PIERNA

S

Feqnodal

PIERNA

S(kg)

Cat

CELOSI

A

Feqnodal

CELOSIA(kg)

No.Nod.C/3m

Feq

nodal(kg)

1 61 58 1.50 1.50 1.159 166 106.33 2.79 402.1 2.79 371.5 10 77.42 55 52 1.50 1.50 1.139 163 102.76 2.74 476.2 2.74 288.1 8 95.53 49 46 1.57 1.57 1.118 160 98.91 3.38 566.4 3.38 564.5 8 141.44 43 40 2.09 2.09 1.094 156 94.69 2.85 457.7 2.85 502.1 8 120.05 37 34 2.60 2.60 1.066 152 90.01 2.48 453.7 2.48 452.0 8 113.26 31 28 3.12 3.12 1.035 148 84.71 3.01 517.4 3.01 559.5 8 134.67 25 22 3.63 3.63 0.996 142 78.57 2.80 595.2 2.80 653.2 8 156.1

8 19 16 4.14 4.14 0.948 136 71.14 2.91 561.4 2.91 469.2 8 128.8

9 13 10 4.67 4.67 0.881 126 61.44 2.92 486.3 2.92 622.9 8 138.710 7 3.5 5.17 5.17 0.881 126 61.44 3.07 596.1 3.07 696.0 8 161.5

Formulas Aplicadas en el Clculo: Nomenclatura de Variables:

Frz=c (z/10),c (/10),c Zp = Altura de la carga (m)

Segn altura Ap = Area proyectada de piernas (m2)

VD=FTx F rzx VR AT= Area Total de cada seccin(m2)

Ca= Coeficiente de arrastre.

qz=0.0047 x G x VD2 Fnodal = Carga nodal aplicada al programa STAAD PRO(kg)

t = Temperatura de la region propuesta (c)G=(0.392*)/(273+ t) Feq=Fuerza de arrastre en direcc. Del viento

Feq=qz*Cat*Aref*FADF nodal= (Feq / # nodos)

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#Anten

as

ALTURAEDIF

ALTURAANTEN

ALTURATOTA

1 A 0.0

24.50 24.5 1 1.0 144.9 81.3 1.262 33.2

1 A 0.0

30.80 30.8 1 1.1 150.2 87.3 1.262 35.7

1 A 0.0

31.70 31.7 1 1.1 150.8 88.1 1.262 36.0

1 A 0.0

32.15 32.2 1 1.1 151.2 88.4 1.262 9.0

1 A 0.0

37.35 37.4 1 1.1 154.7 92.7 1.262 9.51 A 0.0

39.10 39.1 1 1.1 155.8 94.0 1.262 38.5

1 A 0.0

40.15 40.2 1 1.1 156.5 94.8 1.262 38.8

1 A 0.0

44.90 44.9 1 1.1 159.2 98.2 1.262 40.2 Viento

1 A 0.0

45.68 45.7 1 1.1 159.7 98.7 1.262 40.4

1 A 0.0

46.47 46.5 1 1.1 160.1 99.2 1.262 40.6

1 A 0.0

53.68 53.7 1 1.1 163.7 103.8 1.262 42.5

1 A 0.0

54.45 54.5 1 1.1 164.1 104.3 1.262 42.71 A 0.0

55.55 55.6 1 1.2 164.6 104.9 1.262 42.9 D IA M ET RO P ESO PESO

1 A 0.0

56.39 56.4 1 1.2 165.0 105.4 1.262 43.1 DE ANTENA Kg TOTAL

1 A 0.0

56.46 56.5 1 1.2 165.0 105.4 1.262 43.1 1 FT 13.9 30 43.9

1 A 0.0

56.49 56.5 1 1.2 165.1 105.5 1.262 43.1 2 FT 26 50 76

1 A 0.0

60.50 60.5 1 1.2 166.8 107.7 1.262 44.1 4 FT 79 70 149

1 B 0.0

10.15 10.2 1 0.9 126.3 61.7 1.262 25.3 6 FT 133 80 213

1 B 0.0

12.60 12.6 1 0.9 130.6 66.0 1.262 27.0

1 B 0.0

15.37 15.4 1 0.9 134.7 70.3 1.262 28.71 B 0.0

17.00 17.0 1 1.0 136.9 72.5 1.262 29.7 Fam= Fuerza sobre antena

1 B 0.0

26.47 26.5 1 1.0 146.6 83.2 1.262 34.1 Fam=qz*Gh*Ca*Aa

1 B 0.0

28.48 28.5 1 1.0 148.3 85.2 1.262 34.8 Peso total de antenas = # antenas X Peso

1 B 0.0

29.80 29.8 1 1.0 149.4 86.4 1.262 35.3 Peso total de antenas = 4381.7 kg

1 B 0.0

30.65 30.7 1 1.0 150.0 87.1 1.262 35.7

1 B 0.0

32.60 32.6 1 1.1 151.5 88.8 1.262 36.3

1 B 0.0

33.60 33.6 1 1.1 152.2 89.7 1.262 36.7

1 B 0.0

35.82 35.8 1 1.1 153.7 91.5 1.262 37.4

1 B 0.0

48.00 48.0 1 1.1 160.9 100.2 1.262 41.0

1 B 0.0

52.00 52.0 1 1.1 162.9 102.8 1.262 10.5

1 B 0.0

55.45 55.5 1 1.2 164.6 104.8 1.262 42.9

1 B 0.0

56.10 56.1 1 1.2 164.9 105.2 1.262 43.1

1 C 0.0

10.37 10.4 1 0.9 126.7 62.1 1.262 25.4

1 C 0.0

11.30 11.3 1 0.9 128.4 63.8 1.262 26.1

1 C 0.0

13.50 13.5 1 0.9 132.0 67.5 1.262 27.61 C 0.0

15.46 15.5 1 0.9 134.8 70.4 1.262 28.8

1 C 0.0

17.00 17.0 1 1.0 136.9 72.5 1.262 29.7

1 C 0.0

19.00 19.0 1 1.0 139.3 75.1 1.262 30.7

1 C 0.0

20.00 20.0 1 1.0 140.4 76.3 1.262 31.2

1 C 0.0

23.40 23.4 1 1.0 143.8 80.1 1.262 32.8

1 C 0.0

26.35 26.4 1 1.0 146.5 83.1 1.262 34.0

1 C 0.0

32.00 32.0 1 1.1 151.0 88.3 1.262 36.1

1 C 0.0

32.50 32.5 1 1.1 151.4 88.7 1.262 36.3

1 C 0.0

32.05 32.1 1 1.1 151.1 88.4 1.262 36.2

1 C 0.0

37.90 37.9 1 1.1 155.1 93.1 1.262 38.1

1 C 0.0

42.45 42.5 1 1.1 157.9 96.5 1.262 39.5

1 C 0.0

45.30 45.3 1 1.1 159.5 98.4 1.262 40.3

1 C 0.0

46.70 46.7 1 1.1 160.2 99.4 1.262 40.7

1 C 0.0

47.74 47.7 1 1.1 160.8 100.1 1.262 163.8

1 C 0.0

49.50 49.5 1 1.1 161.7 101.2 1.262 165.6

1 C 0.0

50.68 50.7 1 1.1 162.3 101.9 1.262 41.7

1 C 0.0

51.51 51.5 1 1.1 162.7 102.5 1.262 41.9

1 C 0.0

54.25 54.3 1 1.1 164.0 104.1 1.262 42.6

1 C 0.0

56.00 56.0 1 1.2 164.8 105.2 1.262 43.0

1 C 0.0

57.15 57.2 1 1.2 165.4 105.8 1.262 43.3

1 C 0.0

59.40 59.4 1 1.2 166.3 107.1 1.262 43.8

1 C 0.0

60.50 60.5 1 1.2 166.8 107.7 1.262 44.157 TOTAL DE ANTENAS

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

1.22 4

1.22 4

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 20.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.30 1

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

PESO DESOPTS.

No.Nodos

FrzVD

(Km/hr)

qz(kg/m

2)

Caant.

Fam(Kg)

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.61 2

0.30 1

0.30 1

0.61 2

0.61 2

0.61 2

0.61 2

Pierna

Descripcin

0.61 2

0.61 2

0.61 2

DIAM . (m ) DIAM . (ft)

RESUMEN DE FUERZAS DE VIENTO SOBRE LAS ANTENAS

0.61 2

N

C B

A

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1.50m

61.05

5.70m

G. ANLISIS ESTRUCTURAL DE TORRE.1) Geometra de la torre

Mun de 1.0m

Seccin 01 de 6m

Seccin 02 de 6m

Seccin 03 de 6m

Seccin 04 de 6m

Seccin 05 de 6m

Seccin 06 de 6m

Seccin 07 de 6m

Seccin 08 de 6m

Seccin 09 de 6m

Seccin 10 de 6m

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2) Entrada y salida de datos en el programa Staad Pro 2007.

ANALISIS Y DISEO ESTUCTURAL

(STAAD- PRO)

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PAGE NO. 1

****************************************************

* *

* STAAD.Pro *

* Version 2007 Build 04 *

* Proprietary Program of *

* Research Engineers, Intl. *

* Date= JUL 31, 2010 *

* Time= 16:49:48 * * *

* *

****************************************************

1. STAAD SPACE

INPUT FILE: TR-AUT-61-REV01.STD

2. START JOB INFORMATION

3. ENGINEER DATE 24-JUL-10

4. JOB NAME SITIO: MINI POP CARRIZALES, R-6

5. JOB CLIENT ALESTRA

6. END JOB INFORMATION

7. INPUT WIDTH 79 8. SET NL 5

9. UNIT METER KG

10. JOINT COORDINATES

11. 1 -2.85 0 1.64545; 2 2.85 0 1.64545; 3 -0.75 49 0.433013; 4 0.75 49 0.433013

12. 5 -0.75 61 0.433013; 6 0.75 61 0.433013; 7 -2.8072 0.998778 1.62073

13. 8 2.8072 0.998778 1.62073; 9 -2.55005 6.99893 1.47227

14. 10 -2.2929 12.9991 1.3238; 11 -2.03575 18.9992 1.17534

15. 12 -1.7786 24.9994 1.02687; 13 -1.52145 30.9995 0.878409

16. 15 -1.00715 42.9998 0.581478; 16 2.55005 6.99893 1.47227

17. 17 2.2929 12.9991 1.3238; 18 2.03575 18.9992 1.17534

18. 19 1.7786 24.9994 1.02687; 20 1.52145 30.9995 0.878409

19. 21 1.2643 36.9997 0.729943; 22 1.00715 42.9998 0.581478; 23 -0.75 55 0.433013

20. 24 0.75 55 0.433013; 25 -2.58632 6.15247 1.49321; 26 2.58632 6.15247 1.49321

21. 27 -2.8286 0.499389 1.63309; 28 2.8286 0.499389 1.63309; 29 0 6.15247 1.49321

22. 30 -2.75369 2.24725 1.58984; 31 2.75369 2.24725 1.58984 23. 32 -2.67878 3.99511 1.54659; 33 2.67878 3.99511 1.54659

24. 34 -2.63255 5.07379 1.5199; 35 2.63255 5.07379 1.5199

25. 36 -0.539733 5.07379 1.5199; 37 -1.07946 3.99511 1.54659

26. 38 -1.95403 2.24725 1.58984; 39 1.95403 2.24725 1.58984

27. 40 1.07946 3.99511 1.54659; 41 0.539732 5.07379 1.5199

28. 42 -1.29316 6.15247 1.49321; 43 1.29316 6.15247 1.49321

29. 44 -2.56818 6.5757 1.48274; 45 2.56818 6.5757 1.48274

30. 46 -2.32917 12.1526 1.34475; 47 2.32917 12.1526 1.34475; 48 0 12.1526 1.34475

31. 49 -2.31103 12.5759 1.33428; 50 2.31103 12.5759 1.33428

32. 51 -2.49483 8.28735 1.44039; 52 2.49483 8.28735 1.44039

33. 53 -2.42163 9.99526 1.39813; 54 2.42163 9.99526 1.39813

34. 55 -2.3754 11.0739 1.37144; 56 2.3754 11.0739 1.37144

35. 57 -0.496734 11.0739 1.37144; 58 -0.993469 9.99526 1.39813

36. 59 -1.77996 8.28735 1.44039; 60 1.77996 8.28735 1.44039 37. 61 0.993469 9.99526 1.39813; 62 0.496734 11.0739 1.37144

38. 63 -1.16459 12.1526 1.34475; 64 1.16459 12.1526 1.34475

39. 65 -2.07202 18.1528 1.19628; 66 2.07202 18.1528 1.19628

40. 67 -2.05389 18.576 1.18581; 68 2.05389 18.576 1.18581; 69 0 18.1528 1.19628

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STAAD SPACE -- PAGE NO. 2

41. 70 -2.23768 14.2875 1.29192; 71 2.23768 14.2875 1.29192

42. 72 -2.16448 15.9954 1.24966; 73 2.16448 15.9954 1.24966

43. 74 -2.11825 17.0741 1.22297; 75 2.11825 17.0741 1.22297; 76 0 15.9954 1.24966

44. 77 1.15425 14.2875 1.29192; 78 -1.15425 14.2875 1.29192

45. 79 1.08224 17.0741 1.22297; 80 -1.08224 17.0741 1.22297

46. 81 -1.81487 24.1529 1.04782; 82 1.81487 24.1529 1.04782

47. 83 -1.79674 24.5762 1.03735; 84 1.79674 24.5762 1.03735

48. 85 -1.98053 20.2877 1.14346; 86 1.98053 20.2877 1.14346

49. 87 -1.90733 21.9956 1.1012; 88 1.90733 21.9956 1.1012

50. 89 -1.8611 23.0742 1.07451; 90 1.8611 23.0742 1.07451; 91 0 21.9956 1.1012 51. 92 0 24.1529 1.04782; 93 1.02582 20.2877 1.14346; 94 -1.02582 20.2877 1.14346

52. 95 0.953665 23.0742 1.07451; 96 -0.953666 23.0742 1.07451

53. 97 -1.55772 30.1531 0.899353; 98 1.55772 30.1531 0.899353

54. 99 -1.53959 30.5763 0.888881; 100 1.53959 30.5763 0.888881

55. 101 -1.72338 26.2878 0.994994; 102 1.72338 26.2878 0.994994

56. 103 -1.65018 27.9957 0.952734; 104 1.65018 27.9957 0.952734

57. 105 -1.60395 29.0744 0.926043; 106 1.60395 29.0744 0.926043

58. 107 0 30.1531 0.899353; 108 0 27.9957 0.952734; 109 0.897385 26.2878 0.994994

59. 110 -0.897384 26.2878 0.994994; 111 0.825091 29.0744 0.926043

60. 112 -0.825091 29.0744 0.926043; 113 -1.30058 36.1532 0.750888

61. 114 1.30058 36.1532 0.750888; 115 -1.28244 36.5765 0.740416

62. 116 1.28244 36.5765 0.740416; 117 -1.46623 32.288 0.846528

63. 118 1.46623 32.288 0.846528; 119 -1.39303 33.9959 0.804269

64. 120 1.39303 33.9959 0.804269; 121 -1.3468 35.0746 0.777578

65. 122 1.3468 35.0746 0.777578; 123 0 36.1532 0.750888; 124 0 33.9959 0.804269

66. 125 0.76895 32.288 0.846528; 126 -0.76895 32.288 0.846528

67. 127 0.696516 35.0746 0.777578; 128 -0.696516 35.0746 0.777578

68. 129 -1.04343 42.1534 0.602423; 130 1.04343 42.1534 0.602423

69. 131 -1.02529 42.5766 0.59195; 132 1.02529 42.5766 0.59195

70. 133 -1.20908 38.2881 0.698063; 134 1.20908 38.2881 0.698063

71. 135 -1.13588 39.996 0.655803; 136 1.13588 39.996 0.655803

72. 137 -1.08966 41.0747 0.629113; 138 1.08966 41.0747 0.629113

73. 139 0 42.1534 0.602423; 140 0 39.996 0.655803; 141 0.640516 38.2881 0.698063

74. 142 -0.640516 38.2881 0.698063; 143 0.567943 41.0747 0.629113

75. 144 -0.567942 41.0747 0.629113; 145 -0.786277 48.1535 0.453957

76. 146 0.786277 48.1535 0.453957; 147 -0.768138 48.5768 0.443485

77. 148 0.768138 48.5768 0.443485; 149 -0.978898 43.659 0.565167

78. 150 0.978898 43.659 0.565167; 151 -0.914691 45.1572 0.528097

79. 152 -0.850484 46.6554 0.491027; 153 0.914691 45.1572 0.528097 80. 154 0.850484 46.6554 0.491027; 155 0 43.659 0.565167; 156 0 45.1572 0.528097

81. 157 0 46.6554 0.491027; 158 0 48.1535 0.453957; 159 -0.75 49.63 0.433013

82. 160 0.75 49.63 0.433013; 161 -0.75 54.15 0.433013; 162 0.75 54.15 0.433013

83. 163 -0.75 51.1367 0.433013; 164 -0.75 52.6433 0.433013

84. 165 0.75 51.1367 0.433013; 166 0.75 52.6433 0.433013; 167 0 49.63 0.433013

85. 168 -0.75 55.63 0.433013; 169 0.75 55.63 0.433013; 170 -0.75 60.15 0.433013

86. 171 0.75 60.15 0.433013; 172 -0.75 57.1367 0.433013

87. 173 -0.75 58.6433 0.433013; 174 0.75 57.1367 0.433013

88. 175 0.75 58.6433 0.433013; 176 1.54487E-006 0 -3.2909

89. 177 2.51365E-007 49 -0.866026; 178 2.51365E-007 61 -0.866026

90. 179 -6.58805E-006 0.998778 -3.24147; 180 -1.77857E-006 6.99893 -2.94454

91. 181 -5.64111E-006 12.9991 -2.64761; 182 -6.09186E-007 18.9992 -2.35068

92. 183 -4.47172E-006 24.9994 -2.05375; 184 -4.88155E-007 30.9995 -1.75682

93. 185 -8.32606E-007 36.9997 -1.45989; 186 -3.07518E-007 42.9998 -1.16296 94. 187 2.51365E-007 55 -0.866026; 188 -2.20482E-006 6.15247 -2.98642

95. 189 -2.52159E-006 0.499389 -3.26618; 190 1.29316 6.15247 -0.746605

96. 191 -3.12701E-006 2.24725 -3.17969; 192 -3.83568E-006 3.99511 -3.09319

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97. 193 -3.02025E-006 5.07379 -3.03981; 194 1.58614 5.07379 -0.292527

98. 195 1.87912 3.99511 0.161545; 196 2.35386 2.24725 0.89732

99. 197 0.399827 2.24725 -2.48716; 198 0.799656 3.99511 -1.70813

100. 199 1.04641 5.07379 -1.22737; 200 1.93974 6.15247 0.373304

101. 201 0.646578 6.15247 -1.86651; 202 5.03712E-007 6.5757 -2.96548

102. 203 2.70789E-006 12.1526 -2.6895; 204 1.16459 12.1526 -0.672375

103. 205 5.4324E-006 12.5759 -2.66855; 206 -6.23161E-007 8.28735 -2.88078

104. 207 1.19625E-006 9.99526 -2.79626; 208 1.89247E-006 11.0739 -2.74288

105. 209 1.43607 11.0739 -0.255536; 210 1.70755 9.99526 0.161304

106. 211 2.13739 8.28735 0.821296; 212 0.357434 8.28735 -2.26169 107. 213 0.714082 9.99526 -1.55943; 214 0.939335 11.0739 -1.1159

108. 215 1.74688 12.1526 0.33619; 216 0.582293 12.1526 -1.68094

109. 217 -1.15465E-006 18.1528 -2.39256; 218 -3.43693E-006 18.576 -2.37163

110. 219 1.03601 18.1528 -0.59814; 220 -4.4857E-006 14.2875 -2.58385

111. 221 -2.66629E-006 15.9954 -2.49932; 222 -1.85086E-006 17.0741 -2.44594

112. 223 1.08224 15.9954 -0.62483; 224 0.54171 14.2875 -1.64557

113. 225 1.69596 14.2875 0.35365; 226 0.518003 17.0741 -1.54873

114. 227 1.60024 17.0741 0.325762; 228 3.71444E-006 24.1529 -2.09563

115. 229 1.47578E-006 24.5762 -2.0747; 230 4.27015E-007 20.2877 -2.28692

116. 231 2.14319E-006 21.9956 -2.2024; 232 2.95861E-006 23.0742 -2.14901

117. 233 0.953667 21.9956 -0.5506; 234 0.907439 24.1529 -0.52391

118. 235 0.477355 20.2877 -1.46012; 236 1.50318 20.2877 0.316656

119. 237 0.45372 23.0742 -1.36315; 238 1.40739 23.0742 0.288644

120. 239 2.5957E-006 30.1531 -1.7987; 240 -1.44962E-006 30.5763 -1.77776

121. 241 8.25638E-008 26.2878 -1.98999; 242 1.85035E-006 27.9957 -1.90546

122. 243 1.72865E-006 29.0744 -1.85208; 244 0.778863 30.1531 -0.449677

123. 245 0.825092 27.9957 -0.476367; 246 0.412998 26.2878 -1.27466

124. 247 1.31038 26.2878 0.27966; 248 0.389431 29.0744 -1.17757

125. 249 1.21452 29.0744 0.251528; 250 -1.93762E-006 36.1532 -1.50178

126. 251 -9.16551E-007 36.5765 -1.48083; 252 -2.69873E-007 32.288 -1.69306

127. 253 2.37544E-006 33.9959 -1.60853; 254 2.31334E-006 35.0746 -1.55515

128. 255 0.650288 36.1532 -0.375444; 256 0.696517 33.9959 -0.402135

129. 257 0.34864 32.288 -1.08919; 258 1.11759 32.288 0.242666

130. 259 0.325144 35.0746 -0.99199; 260 1.02166 35.0746 0.214412

131. 261 -1.35293E-006 42.1534 -1.20485; 262 -1.26899E-006 42.5766 -1.1839

132. 263 3.14819E-007 38.2881 -1.39613; 264 2.08261E-006 39.996 -1.3116

133. 265 -2.16836E-006 41.0747 -1.25823; 266 0.521714 42.1534 -0.301212

134. 267 0.567942 39.996 -0.327902; 268 0.284282 38.2881 -0.903735

135. 269 0.924798 38.2881 0.205672; 270 0.260856 41.0747 -0.80641 136. 271 0.828799 41.0747 0.177296; 272 -2.1126E-007 48.1535 -0.907914

137. 273 2.73372E-007 48.5768 -0.88697; 274 -6.50404E-009 43.659 -1.13033

138. 275 -9.06316E-008 45.1572 -1.05619; 276 -1.52942E-007 46.6554 -0.982054

139. 277 0.489449 43.659 -0.282584; 278 0.457345 45.1572 -0.264048

140. 279 0.425242 46.6554 -0.245513; 280 0.393138 48.1535 -0.226978

141. 281 2.51365E-007 49.63 -0.866026; 282 2.51365E-007 54.15 -0.866026

142. 283 2.51365E-007 51.1367 -0.866026; 284 2.51365E-007 52.6433 -0.866026

143. 285 0.375 49.63 -0.216506; 286 2.51365E-007 55.63 -0.866026

144. 287 2.51365E-007 60.15 -0.866026; 288 2.51365E-007 57.1367 -0.866026

145. 289 2.51365E-007 58.6433 -0.866026; 290 -1.29316 6.15247 -0.746605

146. 291 -1.04641 5.07379 -1.22737; 292 -0.799656 3.99511 -1.70813

147. 293 -0.399827 2.24725 -2.48716; 294 -2.35386 2.24725 0.89732

148. 295 -1.87912 3.99511 0.161545; 296 -1.58614 5.07379 -0.292528

149. 297 -0.646578 6.15247 -1.86651; 298 -1.93974 6.15247 0.373304 150. 299 -1.16459 12.1526 -0.672375; 300 -0.939335 11.0739 -1.1159

151. 301 -0.714082 9.99526 -1.55943; 302 -0.357434 8.28735 -2.26169

152. 303 -2.13739 8.28735 0.821296; 304 -1.70755 9.99526 0.161304

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153. 305 -1.43607 11.0739 -0.255536; 306 -0.582293 12.1526 -1.68094

154. 307 -1.74688 12.1526 0.33619; 308 -1.03601 18.1528 -0.59814

155. 309 -1.08224 15.9954 -0.62483; 310 -1.69596 14.2875 0.35365

156. 311 -0.54171 14.2875 -1.64557; 312 -1.60024 17.0741 0.325762

157. 313 -0.518003 17.0741 -1.54873; 314 -0.953667 21.9956 -0.5506

158. 315 -0.907439 24.1529 -0.52391; 316 -1.50318 20.2877 0.316656

159. 317 -0.477355 20.2877 -1.46012; 318 -1.40739 23.0742 0.288643

160. 319 -0.45372 23.0742 -1.36315; 320 -0.778863 30.1531 -0.449677

161. 321 -0.825092 27.9957 -0.476367; 322 -1.31038 26.2878 0.279661

162. 323 -0.412998 26.2878 -1.27465; 324 -1.21452 29.0744 0.251528 163. 325 -0.389431 29.0744 -1.17757; 326 -0.650288 36.1532 -0.375444

164. 327 -0.696517 33.9959 -0.402135; 328 -1.11759 32.288 0.242666

165. 329 -0.34864 32.288 -1.08919; 330 -1.02166 35.0746 0.214412

166. 331 -0.325144 35.0746 -0.99199; 332 -0.521714 42.1534 -0.301212

167. 333 -0.567942 39.996 -0.327902; 334 -0.924798 38.2881 0.205672

168. 335 -0.284282 38.2881 -0.903735; 336 -0.828799 41.0747 0.177297

169. 337 -0.260857 41.0747 -0.806409; 338 -0.489449 43.659 -0.282584

170. 339 -0.457345 45.1572 -0.264048; 340 -0.425242 46.6554 -0.245513

171. 341 -0.393138 48.1535 -0.226978; 342 -0.375 49.63 -0.216506

172. MEMBER INCIDENCES

173. 1 1 27; 2 27 7; 3 7 30; 4 30 32; 5 32 34; 6 34 25; 7 294 27; 8 25 44; 9 44 9

174. 10 294 30; 11 9 51; 12 294 32; 13 51 53; 14 53 55; 15 27 38; 16 30 38

175. 17 303 44; 18 55 46; 19 46 49; 20 32 38; 21 303 51; 22 49 10; 23 298 34

176. 24 303 53; 25 295 32; 26 10 70; 27 298 25; 28 295 34; 29 70 72; 30 44 59

177. 31 72 74; 32 51 59; 33 295 294; 34 296 34; 35 53 59; 36 74 65; 37 304 53

178. 38 65 67; 39 307 55; 40 67 11; 41 304 55; 42 307 46; 43 11 85; 44 310 49

179. 45 310 70; 46 34 42; 47 85 87; 48 25 42; 49 310 72; 50 304 303; 51 305 55

180. 52 87 89; 53 312 72; 54 32 37; 55 312 74; 56 34 37; 57 89 81; 58 312 65

181. 59 81 83; 60 83 12; 61 316 67; 62 55 63; 63 296 298; 64 12 101; 65 46 63

182. 66 316 85; 67 49 78; 68 296 295; 69 53 58; 70 316 87; 71 70 78; 72 101 103

183. 73 55 58; 74 72 78; 75 318 87; 76 318 89; 77 103 105; 78 72 80; 79 309 72

184. 80 290 298; 81 318 81; 82 74 80; 83 305 307; 84 34 36; 85 105 97; 86 65 80

185. 87 305 304; 88 308 65; 89 322 83; 90 97 99; 91 67 94; 92 99 13; 93 322 101

186. 94 38 37; 95 85 94; 96 13 117; 97 322 103; 98 87 94; 99 299 307; 100 290 296

187. 101 55 57; 102 324 103; 103 314 87; 104 87 96; 105 117 119; 106 324 105

188. 107 89 96; 108 309 310; 109 59 58; 110 324 97; 111 81 96; 112 119 121

189. 113 315 81; 114 83 110; 115 292 295; 116 328 99; 117 121 113; 118 308 312

190. 119 101 110; 120 299 305; 121 328 117; 122 113 115; 123 103 110; 125 328 119

191. 126 321 103; 127 103 112; 129 314 316; 130 105 112; 131 301 304; 132 330 119 192. 133 97 112; 134 330 121; 135 133 135; 136 291 290; 137 320 97; 138 330 113

193. 139 315 318; 140 99 126; 141 117 126; 142 135 137; 143 334 115; 144 72 76

194. 145 119 126; 146 321 322; 147 334 133; 148 137 129; 149 300 299; 150 327 119

195. 151 119 128; 152 65 69; 153 129 131; 154 334 135; 155 121 128; 156 131 15

196. 157 113 128; 158 320 324; 159 15 149; 160 336 135; 161 326 113; 162 297 290

197. 163 115 142; 164 336 137; 165 87 91; 166 149 151; 167 336 129; 168 133 142

198. 169 292 291; 170 42 36; 171 81 92; 172 327 328; 173 135 142; 174 151 152

199. 175 306 299; 176 333 135; 177 135 144; 178 297 291; 179 326 330; 180 63 57

200. 181 137 144; 182 301 300; 183 103 108; 184 152 145; 185 311 309; 186 37 36

201. 187 129 144; 188 332 129; 189 97 107; 190 145 147; 191 313 308; 192 306 300

202. 193 147 3; 194 338 131; 195 3 159; 196 159 163; 197 163 164; 198 164 161

203. 199 161 23; 200 23 168; 201 168 172; 202 172 173; 203 173 170; 204 170 5

204. 205 333 334; 206 58 57; 207 338 149; 208 339 149; 209 317 314; 210 119 124

205. 211 339 151; 212 319 315; 213 332 336; 214 340 151; 215 113 123; 216 42 29 206. 217 340 152; 218 341 152; 219 323 321; 220 293 292; 221 341 145; 222 325 320

207. 223 63 48; 224 342 145; 225 78 76; 226 135 140; 227 342 159; 228 221 309

208. 229 80 69; 230 302 301; 231 193 291; 232 329 327; 233 129 139; 234 217 308

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209. 235 94 91; 236 131 155; 237 149 155; 238 149 156; 239 331 326; 240 96 92

210. 241 231 314; 242 208 300; 243 151 156; 244 151 157; 245 228 315; 246 110 108

211. 247 335 333; 248 152 157; 249 152 158; 250 112 107; 251 242 321; 252 192 292

212. 253 193 292; 254 145 158; 255 145 167; 256 337 332; 257 239 320; 258 126 124

213. 259 159 167; 260 281 163; 261 283 163; 262 284 163; 263 284 164; 264 284 161

214. 265 282 161; 266 161 286; 267 286 168; 268 286 172; 269 288 172; 270 172 289

215. 271 289 173; 272 289 170; 273 287 170; 274 170 178; 275 178 5; 276 207 301

216. 277 208 301; 278 128 123; 279 253 327; 280 250 326; 281 193 297; 282 188 297

217. 283 142 140; 284 208 306; 285 203 306; 286 144 139; 287 264 333; 288 220 311

218. 289 221 311; 290 205 311; 291 36 29; 292 261 332; 293 221 313; 294 222 313 219. 295 217 313; 296 57 48; 297 262 338; 298 274 338; 299 218 317; 300 230 317

220. 301 231 317; 302 275 339; 303 274 339; 304 231 319; 305 232 319; 306 228 319

221. 307 276 340; 308 275 340; 309 241 323; 310 229 323; 311 242 323; 312 192 293

222. 313 191 293; 314 189 293; 315 272 341; 316 276 341; 317 243 325; 318 242 325

223. 319 239 325; 320 272 342; 321 281 342; 322 206 302; 323 202 302; 324 207 302

224. 325 240 329; 326 252 329; 327 253 329; 328 250 331; 329 254 331; 330 253 331

225. 331 251 335; 332 263 335; 333 264 335; 334 265 337; 335 261 337; 336 264 337

226. 337 181 220; 338 179 191; 339 189 179; 340 220 221; 341 191 192; 342 192 193

227. 343 193 188; 344 217 218; 345 221 222; 346 183 241; 347 218 182; 348 265 261

228. 349 222 217; 350 229 183; 351 250 251; 352 261 262; 353 180 206; 354 240 184

229. 355 251 185; 356 188 202; 357 262 186; 358 202 180; 359 176 189; 360 184 252

230. 361 185 263; 362 276 272; 363 186 274; 364 275 276; 365 205 181; 366 182 230

231. 367 274 275; 368 264 265; 369 37 40; 370 58 61; 371 159 165; 372 163 165

232. 373 164 165; 374 164 166; 375 164 162; 376 161 162; 377 162 168; 378 168 169

233. 379 168 174; 380 172 174; 381 174 173; 382 173 175; 383 173 171; 384 170 171

234. 385 171 5; 386 5 6; 387 272 273; 388 254 250; 389 177 281; 390 281 283

235. 391 283 284; 392 284 282; 393 282 187; 394 187 286; 395 286 288; 396 288 289

236. 397 289 287; 398 287 178; 399 273 177; 400 206 207; 401 239 240; 402 241 242

237. 403 252 253; 404 263 264; 405 230 231; 406 207 208; 407 242 243; 408 243 239

238. 409 208 203; 410 253 254; 411 231 232; 412 228 229; 413 232 228; 414 203 205

239. 415 270 265; 416 270 261; 417 270 264; 418 268 251; 419 268 263; 420 268 264

240. 421 259 250; 422 259 254; 423 259 253; 424 257 240; 425 257 252; 426 257 253

241. 427 212 206; 428 212 202; 429 212 207; 430 285 272; 431 285 281; 432 248 243

242. 433 248 242; 434 248 239; 435 280 272; 436 280 276; 437 197 192; 438 197 191

243. 439 197 189; 440 246 241; 441 246 229; 442 246 242; 443 279 276; 444 279 275

244. 445 237 231; 446 237 232; 447 237 228; 448 278 275; 449 278 274; 450 235 218

245. 451 235 230; 452 235 231; 453 277 262; 454 277 274; 455 48 62; 456 226 221

246. 457 226 222; 458 226 217; 459 266 261; 460 29 41; 461 224 220; 462 224 221

247. 463 224 205; 464 139 143; 465 267 264; 466 216 208; 467 216 203; 468 140 141 248. 469 201 193; 470 201 188; 471 255 250; 472 123 127; 473 256 253; 474 213 207

249. 475 213 208; 476 167 160; 477 160 283; 478 165 283; 479 166 283; 480 166 284

250. 481 166 282; 482 162 282; 483 282 169; 484 169 286; 485 169 288; 486 174 288

251. 487 288 175; 488 175 289; 489 175 287; 490 171 287; 491 287 6; 492 6 178

252. 493 124 125; 494 244 239; 495 266 270; 496 158 146; 497 167 146; 498 198 192

253. 499 198 193; 500 107 111; 501 245 242; 502 157 154; 503 158 154; 504 267 268

254. 505 108 109; 506 234 228; 507 156 153; 508 157 153; 509 214 208; 510 92 95

255. 511 233 231; 512 255 259; 513 155 150; 514 156 150; 515 155 132; 516 91 93

256. 517 219 217; 518 139 130; 519 256 257; 520 199 193; 521 213 212; 522 223 221

257. 523 69 79; 524 160 285; 525 140 136; 526 76 77; 527 146 285; 528 48 64

258. 529 244 248; 530 146 280; 531 198 197; 532 245 246; 533 154 280; 534 154 279

259. 535 29 43; 536 123 114; 537 153 279; 538 271 266; 539 234 237; 540 153 278

260. 541 124 120; 542 233 235; 543 150 278; 544 150 277; 545 62 61; 546 269 267

261. 547 4 160; 548 160 165; 549 165 166; 550 166 162; 551 162 24; 552 24 169 262. 553 169 174; 554 174 175; 555 175 171; 556 171 6; 557 132 277; 558 148 4

263. 559 214 216; 560 219 226; 561 146 148; 562 107 98; 563 130 266; 564 143 130

264. 565 41 40; 566 223 224; 567 154 146; 568 108 104; 569 214 213; 570 143 138

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265. 571 62 64; 572 260 255; 573 199 201; 574 136 267; 575 143 136; 576 204 216

266. 577 153 154; 578 141 136; 579 258 256; 580 92 82; 581 41 43; 582 199 198

267. 583 141 134; 584 130 271; 585 150 153; 586 91 88; 587 138 271; 588 141 116

268. 589 190 201; 590 114 255; 591 136 271; 592 22 150; 593 249 244; 594 127 114

269. 595 132 22; 596 127 122; 597 136 269; 598 130 132; 599 69 66; 600 127 120

270. 601 120 256; 602 204 214; 603 138 130; 604 134 269; 605 247 245; 606 125 120

271. 607 76 73; 608 116 269; 609 136 138; 610 125 118; 611 125 100; 612 238 234

272. 613 114 260; 614 98 244; 615 190 199; 616 134 136; 617 122 260; 618 111 98

273. 619 120 260; 620 210 213; 621 111 106; 622 236 233; 623 21 134; 624 111 104

274. 625 104 245; 626 120 258; 627 116 21; 628 109 104; 629 114 116; 630 118 258 275. 631 209 204; 632 109 102; 633 227 219; 634 122 114; 635 100 258; 636 195 198

276. 637 109 84; 638 82 234; 639 120 122; 640 95 82; 641 98 249; 642 61 60

277. 643 225 223; 644 95 90; 645 106 249; 646 118 120; 647 95 88; 648 88 233

278. 649 104 249; 650 62 56; 651 194 190; 652 215 204; 653 93 88; 654 104 247

279. 655 20 118; 656 93 86; 657 40 39; 658 102 247; 659 100 20; 660 93 68

280. 661 98 100; 662 84 247; 663 66 219; 664 210 209; 665 79 66; 666 106 98

281. 667 41 35; 668 215 209; 669 79 75; 670 82 238; 671 200 190; 672 73 223

282. 673 79 73; 674 104 106; 675 90 238; 676 88 238; 677 77 73; 678 61 56

283. 679 102 104; 680 77 71; 681 88 236; 682 61 54; 683 195 194; 684 77 50

284. 685 86 236; 686 64 47; 687 19 102; 688 200 194; 689 64 56; 690 68 236

285. 691 84 19; 692 82 84; 693 66 227; 694 90 82; 695 40 35; 696 75 227; 697 40 33

286. 698 73 227; 699 88 90; 700 56 209; 701 211 210; 702 73 225; 703 43 26

287. 704 86 88; 705 43 35; 706 71 225; 707 50 225; 708 18 86; 709 47 215

288. 710 56 210; 711 68 18; 712 56 215; 713 66 68; 714 54 210; 715 75 66; 716 60 54

289. 717 35 194; 718 196 195; 719 60 52; 720 73 75; 721 60 45; 722 71 73

290. 723 35 195; 724 26 200; 725 17 71; 726 33 195; 727 54 211; 728 35 200

291. 729 50 17; 730 52 211; 731 39 33; 732 47 50; 733 56 47; 734 45 211; 735 39 31

292. 736 39 28; 737 54 56; 738 52 54; 739 33 196; 740 16 52; 741 31 196; 742 45 16

293. 743 26 45; 744 28 196; 745 35 26; 746 33 35; 747 31 33; 748 8 31; 749 28 8

294. 750 2 28; 751 295 37; 752 40 195; 753 292 198; 754 290 29; 755 290 190

295. 756 190 29; 757 304 58; 758 61 210; 759 301 213; 760 299 48; 761 299 204

296. 762 204 48; 763 309 76; 764 309 223; 765 223 76; 766 308 69; 767 308 219

297. 768 219 69; 769 314 91; 770 314 233; 771 233 91; 772 315 92; 773 315 234

298. 774 234 92; 775 321 108; 776 321 245; 777 245 108; 778 320 107; 779 320 244

299. 780 244 107; 781 327 124; 782 327 256; 783 256 124; 784 326 123; 785 326 255

300. 786 255 123; 787 115 133

301. START USER TABLE

302. TABLE 1

303. ANGLE 304. PL42X1.3

305. 0.2032 0.2032 0.01905 0.0400086 0.00258064 0.00258064

306. TABLE 2

307. ANGLE

308. PL203X12.7

309. 0.2032 0.2032 0.015875 0.0401856 0.00215053 0.00215053

310. *PROPIEDADES DEL PERFIL EXISTENTE:

311. *0.2032 0.2032 0.0127 0.04039 0.005 0

312. END

313. DEFINE MATERIAL START

314. ISOTROPIC STEEL

315. E 2.09042E+010

316. POISSON 0.3

317. DENSITY 7833.41 318. ALPHA 1.2E-005

319. DAMP 0.03

320. END DEFINE MATERIAL

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321. ************************************

322. MEMBER PROPERTY AMERICAN

323. *** TRAMO 1

324. *ESPESOR REQUERIDO SOBRE EL MISMO PERFIL = 1/4", EQUIVALENTE A 25.8 CM2

325. *DADO QUE EN ESTE TRAMO EXISTE UN REFORZAMIENTO CON DOS PLACAS A LO LARGO DE LA

326. *Y DE SECCION DE 1/4"X 6" DE ANCHO = 19.3CM2, RESTA POR CUBRIR UN AREA DE 6.5 C

327. *POR LO QUE SE REQUERIRA REFORZAR EL ANGULO, MEDIANTE UN REDONDO DE 1 1/4" DE D

328. *SU EQUIVALENTE.

329. 1 TO 6 8 9 338 339 341 TO 343 356 358 359 742 743 745 TO 750 UPTABLE 1 PL42X1.3

330. 25 27 48 54 80 115 162 216 252 282 369 470 498 535 589 636 671 697 703 724 - 331. 726 TABLE ST L40404

332. 7 15 33 68 94 100 136 169 186 220 291 314 439 460 531 565 582 615 651 657 -

333. 683 718 736 744 TABLE ST L40404

334. 10 12 16 20 23 28 34 46 56 63 84 170 178 231 253 281 312 313 437 438 469 499 -

335. 520 573 581 667 688 695 705 717 723 728 731 735 739 741 TABLE ST L25253

336. *** TRAMO 2


338. *DADO QUE EN ESTE TRAMO EXISTE UN REFORZAMIENTO CON DOS PLACAS A LO LARGO DE LA

339. *Y DE SECCION DE 1/4"X 6" DE ANCHO = 19.3CM2, RESTA POR CUBRIR UN AREA DE 6.5 C

340. *POR LO QUE SE REQUERIRA REFORZAR EL ANGULO, MEDIANTE UN REDONDO DE 1 1/4" DE D


342. 11 13 14 18 19 22 353 365 400 406 409 414 729 732 733 737 738 -

343. 740 UPTABLE 1 PL42X1.3

344. 37 42 65 69 99 131 175 223 276 285 370 467 474 528 576 620 652 682 686 709 - 345. 714 TABLE ST L40404

346. 17 30 50 87 109 120 149 182 206 230 296 323 428 455 521 545 569 602 631 642 -

347. 664 701 721 734 TABLE ST L40404

348. 21 24 32 35 39 41 51 62 73 83 101 180 192 242 277 284 322 324 427 429 466 -

349. 475 509 559 571 650 668 678 689 700 710 712 716 719 727 -

350. 730 TABLE ST L25253

351. *** TRAMO 3

352. *ESPESOR DE PLACA EXISTENTE 1/2


354. *SE REQUERIRA REFORZAR EL ANGULO, MEDIANTE UN REDONDO DE 1 5/8" DE DIAMETRO O


356. 26 29 31 36 38 40 337 340 344 345 347 349 711 713 715 720 722 -

357. 725 UPTABLE 2 PL203X12.7

358. 79 88 144 152 228 234 517 522 599 607 663 672 TABLE ST L40404

359. 44 53 67 78 108 118 185 191 225 229 290 293 456 463 523 526 560 566 633 643 - 360. 673 684 698 707 TABLE ST L40404

361. 45 49 55 58 71 74 82 86 288 289 294 295 457 458 461 462 665 669 677 680 693 -

362. 696 702 706 TABLE ST L20203

363. *** TRAMO 4

364. *ESPESOR DE PLACA EXISTENTE 1/2




368. 43 47 52 57 59 60 350 366 405 411 TO 413 691 692 694 699 704 -

369. 708 UPTABLE 2 PL203X12.7

370. 103 113 165 171 241 245 506 511 580 586 638 648 TABLE ST L40404

371. 61 75 91 104 129 139 209 212 235 240 299 304 445 450 510 516 539 542 612 622 -

372. 647 660 676 690 TABLE ST L40404

373. 66 70 76 81 95 98 107 111 300 301 305 306 446 447 451 452 640 644 653 656 - 374. 670 675 681 685 TABLE ST L20203

375. *** TRAMO 5


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379. 64 72 77 85 90 92 346 354 401 402 407 408 659 661 666 674 679 -

380. 687 TABLE ST L60609

381. 126 137 183 189 251 257 494 501 562 568 614 625 TABLE ST L30304

382. 89 102 114 127 146 158 219 222 246 250 310 318 433 441 500 505 529 532 593 -

383. 605 624 637 649 662 TABLE ST L30304

384. 93 97 106 110 119 123 130 133 309 311 317 319 432 434 440 442 618 621 628 -

385. 632 641 645 654 658 TABLE ST L20203

386. *** TRAMO 6 387. *ESPESOR REQUERIDO SOBRE EL MISMO PERFIL = 1/8", EQUIVALENTE A 9.7 CM2



390. 96 105 112 117 122 351 355 360 388 403 410 627 629 634 639 646 -

391. 655 TABLE ST L60608

392. 150 161 210 215 279 280 471 473 536 541 590 601 TABLE ST L30304

393. 116 132 140 151 172 179 232 239 258 278 325 330 423 424 472 493 512 519 572 -

394. 579 600 611 619 635 TABLE ST L30304

395. 121 125 134 138 141 145 155 157 326 TO 329 421 422 425 426 594 596 606 610 -

396. 613 617 626 630 TABLE ST L20203

397. *** TRAMO 7

398. *ESPESOR REQUERIDO SOBRE EL MISMO PERFIL = 1/16", EQUIVALENTE A 4 CM2

399. *SE REQUERIRA REFORZAR EL ANGULO, MEDIANTE UN REDONDO DE 1" DE DIAMETRO O

400. *SU EQUIVALENTE. 401. 135 142 148 153 156 348 352 357 361 368 404 595 598 603 609 616 623 -

402. 787 TABLE ST L50507

403. 176 188 226 233 287 292 459 465 518 525 563 574 TABLE ST L30304

404. 143 160 163 177 205 213 247 256 283 286 331 336 417 418 464 468 495 504 538 -

405. 546 575 588 591 608 TABLE ST L30304

406. 147 154 164 167 168 173 181 187 332 TO 335 415 416 419 420 564 570 578 583 -

407. 584 587 597 604 TABLE ST L20203

408. *** TRAMO 8

409. 159 166 174 184 190 193 362 TO 364 367 387 399 558 561 567 577 585 -

410. 592 TABLE ST L50506

411. 207 211 217 221 237 243 248 254 298 302 307 315 435 443 448 454 496 502 507 -

412. 513 530 534 540 544 TABLE ST L25253

413. 194 208 214 218 236 238 244 249 297 303 308 316 436 444 449 453 503 508 514 -

414. 515 533 537 543 557 TABLE ST L25253

415. *** TRAMO 9 416. 195 TO 199 389 TO 393 547 TO 551 TABLE ST L50505

417. 227 259 261 263 265 321 372 374 376 431 476 478 480 482 524 TABLE ST L25253

418. 224 255 260 262 264 320 371 373 375 430 477 479 481 497 527 TABLE ST L25253

419. *** TRAMO 10

420. 200 TO 204 394 TO 398 552 TO 556 TABLE ST L40404

421. 267 269 271 273 275 378 380 382 384 386 484 486 488 490 492 TABLE ST L25253

422. 266 268 270 272 274 377 379 381 383 385 483 485 487 489 491 TABLE ST L25253

423. *** DIAFRAGMAS TRAMOS 1 A 8

424. 751 TO 756 TABLE ST L40404

425. 757 TO 762 TABLE ST L40404

426. 763 TO 768 TABLE ST L40404

427. 769 TO 774 TABLE ST L40404

428. 775 TO 780 TABLE ST L30304

429. 781 TO 786 TABLE ST L30304 430. *******************

431. CONSTANTS

432. BETA 45 MEMB 7 10 12 15 TO 17 20 21 23 TO 25 27 28 30 32 TO 35 37 39 41 42 -

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433. 44 TO 46 48 TO 51 53 TO 56 58 61 TO 63 65 TO 71 73 TO 76 78 TO 84 86 TO 89 -

434. 91 93 TO 95 97 TO 104 106 TO 111 113 TO 116 118 TO 121 123 125 TO 127 129 -

435. 130 TO 134 136 TO 141 143 TO 147 149 TO 152 154 155 157 158 160 TO 165 167 -

436. 168 TO 173 175 TO 183 185 TO 189 191 192 194 205 TO 336 369 TO 386 -

437. 415 TO 546 557 559 560 562 TO 566 568 TO 576 578 TO 584 586 TO 591 593 594 -

438. 596 597 599 TO 602 604 TO 608 610 TO 615 617 TO 622 624 TO 626 628 -

439. 630 TO 633 635 TO 638 640 TO 645 647 TO 654 656 TO 658 660 662 TO 665 667 -

440. 668 TO 673 675 TO 678 680 TO 686 688 TO 690 693 695 TO 698 700 TO 703 705 -

441. 706 TO 707 709 710 712 714 716 TO 719 721 723 724 726 TO 728 730 731 -

442. 734 TO 736 739 741 744 751 TO 786 443. *******************+++

444. MATERIAL STEEL ALL

445. SUPPORTS

446. 1 2 176 FIXED

447. *

448. *****************************

449. MEMBER RELEASE

450. 15 30 33 48 50 54 65 67 69 78 91 100 104 108 114 118 120 127 129 139 140 144 -

451. 146 151 152 158 163 165 169 171 172 177 179 182 183 186 189 205 206 210 213 -

452. 215 226 228 233 234 237 241 243 245 248 251 252 254 257 259 276 279 280 282 -

453. 285 287 290 292 293 298 299 302 304 307 310 314 315 318 321 323 325 330 331 -

454. 336 455 460 464 468 472 493 495 500 504 505 510 512 519 521 523 524 526 529 -

455. 530 TO 532 534 539 540 542 544 560 563 566 574 590 591 601 602 608 614 615 -

456. 619 625 635 638 642 648 649 657 662 TO 664 672 676 683 690 698 707 709 714 - 457. 724 726 734 744 START MY MZ

458. 7 17 25 27 37 42 44 53 61 68 75 79 87 TO 89 94 102 103 109 113 116 126 132 -

459. 136 137 143 149 150 160 161 176 185 188 191 207 209 211 212 217 219 TO 222 -

460. 227 229 230 232 235 239 240 246 247 250 256 258 278 283 286 291 296 417 418 -

461. 423 424 428 431 433 435 439 441 443 445 448 450 454 456 459 463 465 467 470 -

462. 471 473 474 476 494 496 498 501 502 506 507 511 513 517 518 522 525 536 538 -

463. 541 545 546 562 565 568 569 572 575 579 580 582 586 588 593 599 600 605 607 -

464. 611 612 622 624 631 633 637 643 647 651 660 673 682 684 686 697 701 703 718 -

465. 721 736 END MY MZ

466. MEMBER TRUSS

467. 10 12 16 20 21 23 24 28 32 34 35 39 41 45 46 49 51 55 56 58 62 63 66 70 71 -

468. 73 74 76 81 TO 84 86 93 95 97 98 101 106 107 110 111 119 121 123 125 130 -

469. 133 134 138 141 145 147 154 155 157 164 167 168 170 173 178 180 181 187 192 -

470. 194 208 214 218 224 231 236 238 242 244 249 253 255 260 TO 275 277 281 284 -

471. 288 289 294 295 297 300 301 303 305 306 308 309 311 TO 313 316 317 319 320 - 472. 322 324 326 TO 329 332 TO 335 371 TO 386 415 416 419 TO 422 425 TO 427 429 -

473. 430 432 434 436 TO 438 440 442 444 446 447 449 451 TO 453 457 458 461 462 -

474. 466 469 475 477 TO 492 497 499 503 508 509 514 515 520 527 533 537 543 557 -

475. 559 564 570 571 573 578 581 583 584 587 594 596 597 604 606 610 613 617 618 -

476. 621 626 628 630 632 640 641 644 645 650 653 654 656 658 665 667 TO 670 675 -

477. 677 678 680 681 685 688 689 693 695 696 700 702 705 706 710 712 716 717 719 -

478. 723 727 728 730 731 735 739 741 751 TO 786

479. *

480. *CARGAS

481. *D= CARGA MUERTA

482. *L= CARGA VIVA

483. *W= CARGA DE VIENTO

484. *

485. LOAD 1 D_NAT 486. SELFWEIGHT X 1

487. SELFWEIGHT Z 1

488. JOINT LOAD

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489. * PESO DE ANTENAS EN PIERNA A

490. 228 FX 76

491. 184 FX 76

492. 252 FX 76

493. 252 FX 43.9

494. 185 FX 43.9

495. 264 FX 76

496. 264 FX 76

497. 275 FX 76

498. MEMBER LOAD 499. 364 CON GX 76 1.48

500. JOINT LOAD

501. 276 FX 76

502. MEMBER LOAD

503. 392 CON GX 76 1.48

504. JOINT LOAD

505. 282 FX 76

506. 286 FX 76

507. MEMBER LOAD

508. 395 CON GX 76 1.48

509. 395 CON GX 76 1.49

510. JOINT LOAD

511. 288 FX 76

512. 287 FX 76 513. * PESO DE ANTENAS EN PIERNA B

514. 56 FX 76

515. 50 FX 76

516. 73 FX 76

517. 75 FX 76

518. 102 FX 76

519. 106 FX 76

520. 98 FX 76

521. 100 FX 76

522. 118 FX 76

523. 120 FX 76

524. 114 FX 76

525. 146 FX 76

526. 166 FX 43.9

527. 169 FX 76 528. 174 FX 76

529. * PESO DE ANTENAS EN PIERNA C

530. 53 FX 76

531. 55 FX 76

532. 10 FX 76

533. 72 FX 76

534. 74 FX 76

535. 11 FX 76

536. 85 FX 76

537. 89 FX 76

538. 101 FX 76

539. MEMBER LOAD

540. 96 CON GX 76 1.27

541. 96 CON GX 76 1.28 542. JOINT LOAD

543. 117 FX 76

544. 133 FX 76

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545. 131 FX 76

546. 151 FX 76

547. 152 FX 76

548. 145 FX 149

549. 159 FX 149

550. MEMBER LOAD

551. 196 CON GX 76 1.49

552. JOINT LOAD

553. 163 FX 76

554. 161 FX 76 555. 168 FX 76

556. 172 FX 76

557. 170 FX 76

558. 5 FX 76

559. *

560. * PESO DE ANTENAS EN PIERNA A

561. 228 FZ 76

562. 184 FZ 76

563. 252 FZ 76

564. 252 FZ 43.9

565. 185 FZ 43.9

566. 264 FZ 76

567. 264 FZ 76

568. 275 FZ 76 569. MEMBER LOAD

570. 364 CON GZ 76 1.48

571. JOINT LOAD

572. 276 FZ 76

573. MEMBER LOAD

574. 392 CON GZ 76 1.48

575. JOINT LOAD

576. 282 FZ 76

577. 286 FZ 76

578. MEMBER LOAD

579. 395 CON GZ 76 1.48

580. 395 CON GZ 76 1.49

581. JOINT LOAD

582. 288 FZ 76

583. 287 FZ 76 584. * PESO DE ANTENAS EN PIERNA B

585. 56 FZ 76

586. 50 FZ 76

587. 73 FZ 76

588. 75 FZ 76

589. 102 FZ 76

590. 106 FZ 76

591. 98 FZ 76

592. 100 FZ 76

593. 118 FZ 76

594. 120 FZ 76

595. 114 FZ 76

596. 146 FZ 76

597. 166 FZ 43.9 598. 169 FZ 76

599. 174 FZ 76

600. * PESO DE ANTENAS EN PIERNA C

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601. 53 FZ 76

602. 55 FZ 76

603. 10 FZ 76

604. 72 FZ 76

605. 74 FZ 76

606. 11 FZ 76

607. 85 FZ 76

608. 89 FZ 76

609. 101 FZ 76

610. MEMBER LOAD 611. 96 CON GZ 76 1.27

612. 96 CON GZ 76 1.28

613. JOINT LOAD

614. 117 FZ 76

615. 133 FZ 76

616. 131 FZ 76

617. 151 FZ 76

618. 152 FZ 76

619. 145 FZ 149

620. 159 FZ 149

621. MEMBER LOAD

622. 196 CON GZ 76 1.49

623. JOINT LOAD

624. 163 FZ 76 625. 161 FZ 76

626. 168 FZ 76

627. 172 FZ 76

628. 170 FZ 76

629. 5 FZ 76

630. * PESO DE ACCESORIOS: 27 KG/M

631. 25 26 30 TO 35 46 47 51 TO 56 65 66 70 TO 75 81 82 85 TO 90 97 98 101 TO 106 -

632. 113 114 117 TO 122 129 130 133 TO 138 145 146 149 TO 154 159 TO 165 FZ 20

633. *

634. CALCULATE RAYLEIGH FREQUENCY

635. *

636. *****************************************

637. LOAD 2 D

638. SELFWEIGHT Y -1

639. JOINT LOAD 640. * PESO DE ANTENAS EN PIERNA A

641. 228 FY -76

642. 184 FY -76

643. 252 FY -76

644. 252 FY -43.9

645. 185 FY -43.9

646. 264 FY -76

647. 264 FY -76

648. 275 FY -76

649. MEMBER LOAD

650. 364 CON GY -76 1.48

651. JOINT LOAD

652. 276 FY -76

653. MEMBER LOAD 654. 392 CON GY -76 1.48

655. JOINT LOAD

656. 282 FY -76

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657. 286 FY -76

658. MEMBER LOAD

659. 395 CON GY -76 1.48

660. 395 CON GY -76 1.49

661. JOINT LOAD

662. 288 FY -76

663. 287 FY -76

664. * PESO DE ANTENAS EN PIERNA B

665. 56 FY -76

666. 50 FY -76 667. 73 FY -76

668. 75 FY -76

669. 102 FY -76

670. 106 FY -76

671. 98 FY -76

672. 100 FY -76

673. 118 FY -76

674. 120 FY -76

675. 114 FY -76

676. 146 FY -76

677. 166 FY -43.9

678. 169 FY -76

679. 174 FY -76

680. * PESO DE ANTENAS EN PIERNA C 681. 53 FY -76

682. 55 FY -76

683. 10 FY -76

684. 72 FY -76

685. 74 FY -76

686. 11 FY -76

687. 85 FY -76

688. 89 FY -76

689. 101 FY -76

690. MEMBER LOAD

691. 96 CON GY -76 1.27

692. 96 CON GY -76 1.28

693. JOINT LOAD

694. 117 FY -76

695. 133 FY -76 696. 131 FY -76

697. 151 FY -76

698. 152 FY -76

699. 145 FY -149

700. 159 FY -149

701. MEMBER LOAD

702. 196 CON GY -76 1.49

703. JOINT LOAD

704. 163 FY -76

705. 161 FY -76

706. 168 FY -76

707. 172 FY -76

708. 170 FY -76

709. 5 FY -76 710. * PESO DE ACCESORIOS: 27 KG/M

711. 25 26 30 TO 35 46 47 51 TO 56 65 66 70 TO 75 81 82 85 TO 90 97 98 101 TO 106 -

712. 113 114 117 TO 122 129 130 133 TO 138 145 146 149 TO 154 159 TO 165 FY -20

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713. *

714. ***************************

715. LOAD 3 L

716. JOINT LOAD

717. 5 6 178 FY -100

718. *

719. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S

-----------------------------------

NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 341/ 785/ 3

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 3, TOTAL DEGREES OF FREEDOM = 2028

**********************************************************

* * * RAYLEIGH FREQUENCY FOR LOADING 1 = 1.13118 CPS *

* MAX DEFLECTION = 37.22386 CM GLO Z, AT JOINT 5 *

* *

**********************************************************

720. CHANGE

721. MEMBER TRUSS

722. 10 12 16 20 21 23 24 28 32 34 35 39 41 45 46 49 51 55 56 58 62 63 66 70 71 -

723. 73 74 76 81 TO 84 86 93 95 97 98 101 106 107 110 111 119 121 123 125 130 -

724. 133 134 138 141 145 147 154 155 157 164 167 168 170 173 178 180 181 187 192 -

725. 194 208 214 218 224 231 236 238 242 244 249 253 255 260 TO 275 277 281 284 -

726. 288 289 294 295 297 300 301 303 305 306 308 309 311 TO 313 316 317 319 320 - 727. 322 324 326 TO 329 332 TO 335 371 TO 386 415 416 419 TO 422 425 TO 427 429 -

728. 430 432 434 436 TO 438 440 442 444 446 447 449 451 TO 453 457 458 461 462 -

729. 466 469 475 477 TO 492 497 499 503 508 509 514 515 520 527 533 537 543 557 -

730. 559 564 570 571 573 578 581 583 584 587 594 596 597 604 606 610 613 617 618 -

731. 621 626 628 630 632 640 641 644 645 650 653 654 656 658 665 667 TO 670 675 -

732. 677 678 680 681 685 688 689 693 695 696 700 702 705 706 710 712 716 717 719 -

733. 723 727 728 730 731 735 739 741 751 TO 786

734. *********************************

735. LOAD 4 W

736. JOINT LOAD

737. * SOBRE TORRE

738. 25 26 30 TO 35 FZ 161.5

739. 46 47 51 TO 56 FZ 138.7

740. 65 66 70 TO 75 FZ 128.8

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741. 81 82 85 TO 90 FZ 156.1

742. 97 98 101 TO 106 FZ 134.6

743. 113 114 117 TO 122 FZ 113.2

744. 129 130 133 TO 138 FZ 120

745. 145 146 149 TO 154 FZ 141.4

746. 159 TO 166 FZ 95.5

747. 5 6 168 TO 175 FZ 77.4

748. * FUERZAS DE VIENTO SOBRE ANTENAS EN PIERNA A

749. 228 FZ 33.2

750. 184 FZ 35.7 751. 252 FZ 36

752. 252 FZ 9

753. 185 FZ 9

754. 264 FZ 38.5

755. 264 FZ 38.8

756. 275 FZ 40.2

757. MEMBER LOAD

758. 364 CON GZ 40.4 1.48

759. JOINT LOAD

760. 276 FZ 40.6

761. MEMBER LOAD

762. 392 CON GZ 42.5 1.48

763. JOINT LOAD

764. 282 FZ 42.7 765. 286 FZ 42.9

766. MEMBER LOAD

767. 395 CON GZ 43.1 1.48

768. 395 CON GZ 43.1 1.49

769. JOINT LOAD

770. 288 FZ 43.1

771. 287 FZ 44.1

772. * FUERZAS DE VIENTO SOBRE ANTENAS EN PIERNA B

773. 56 FZ 25.3

774. 50 FZ 27

775. 73 FZ 28.7

776. 75 FZ 29.7

777. 102 FZ 34.1

778. 106 FZ 34.8

779. 98 FZ 35.3 780. 100 FZ 35.7

781. 118 FZ 36.3

782. 120 FZ 36.7

783. 114 FZ 37.4

784. 146 FZ 41

785. 166 FZ 10.5

786. 169 FZ 42.9

787. 174 FZ 43.1

788. * FUERZAS DE VIENTO SOBRE ANTENAS EN PIERNA C

789. 53 FZ 25.4

790. 55 FZ 26.1

791. 10 FZ 27.6

792. 72 FZ 28.8

793. 74 FZ 29.7 794. 11 FZ 30.7

795. 85 FZ 31.2

796. 89 FZ 32.8

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797. 101 FZ 34

798. MEMBER LOAD

799. 96 CON GZ 36.1 1.27

800. 96 CON GZ 36.3 1.28

801. JOINT LOAD

802. 117 FZ 36.2

803. 133 FZ 38.1

804. 131 FZ 39.5

805. 151 FZ 40.3

806. 152 FZ 40.7 807. 145 FZ 163.8

808. 159 FZ 165.7

809. MEMBER LOAD

810. 196 CON GZ 41.7 1.49

811. JOINT LOAD

812. 163 FZ 41.9

813. 161 FZ 42.6

814. 168 FZ 43

815. 172 FZ 43.3

816. 170 FZ 43.8

817. 5 FZ 44.1

818. *


820. CHANGE

821. MEMBER TRUSS

822. 10 12 16 20 21 23 24 28 32 34 35 39 41 45 46 49 51 55 56 58 62 63 66 70 71 -

823. 73 74 76 81 TO 84 86 93 95 97 98 101 106 107 110 111 119 121 123 125 130 -

824. 133 134 138 141 145 147 154 155 157 164 167 168 170 173 178 180 181 187 192 -

825. 194 208 214 218 224 231 236 238 242 244 249 253 255 260 TO 275 277 281 284 -

826. 288 289 294 295 297 300 301 303 305 306 308 309 311 TO 313 316 317 319 320 -

827. 322 324 326 TO 329 332 TO 335 371 TO 386 415 416 419 TO 422 425 TO 427 429 -

828. 430 432 434 436 TO 438 440 442 444 446 447 449 451 TO 453 457 458 461 462 -

829. 466 469 475 477 TO 492 497 499 503 508 509 514 515 520 527 533 537 543 557 -

830. 559 564 570 571 573 578 581 583 584 587 594 596 597 604 606 610 613 617 618 -

831. 621 626 628 630 632 640 641 644 645 650 653 654 656 658 665 667 TO 670 675 -

832. 677 678 680 681 685 688 689 693 695 696 700 702 705 706 710 712 716 717 719 -

833. 723 727 728 730 731 735 739 741 751 TO 786 834. *********************************

835. LOAD 5 -W

836. JOINT LOAD

837. * SOBRE TORRE

838. 25 26 30 TO 35 FZ -161.5

839. 46 47 51 TO 56 FZ -138.7

840. 65 66 70 TO 75 FZ -128.8

841. 81 82 85 TO 90 FZ -156.1

842. 97 98 101 TO 106 FZ -134.6

843. 113 114 117 TO 122 FZ -113.2

844. 129 130 133 TO 138 FZ -120

845. 145 146 149 TO 154 FZ -141.4

846. 159 TO 166 FZ -95.5

847. 5 6 168 TO 175 FZ -77.4

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848. * FUERZAS DE VIENTO SOBRE ANTENAS EN PIERNA A

849. 228 FZ -33.2

850. 184 FZ -35.7

851. 252 FZ -36

852. 252 FZ -9

853. 185 FZ -9

854. 264 FZ -38.5

855. 264 FZ -38.8

856. 275 FZ -40.2

857. MEMBER LOAD 858. 364 CON GZ -40.4 1.48

859. JOINT LOAD

860. 276 FZ -40.6

861. MEMBER LOAD

862. 392 CON GZ -42.5 1.48

863. JOINT LOAD

864. 282 FZ -42.7

865. 286 FZ -42.9

866. MEMBER LOAD

867. 395 CON GZ -43.1 1.48

868. 395 CON GZ -43.1 1.49

869. JOINT LOAD

870. 288 FZ -43.1

871. 287 FZ -44.1 872. * FUERZAS DE VIENTO SOBRE ANTENAS EN PIERNA B

873. 56 FZ -25.3

874. 50 FZ -27

875. 73 FZ -28.7

876. 75 FZ -29.7

877. 102 FZ -34.1

878. 106 FZ -34.8

879. 98 FZ -35.3

880. 100 FZ -35.7

881. 118 FZ -36.3

882. 120 FZ -36.7

883. 114 FZ -37.4

884. 146 FZ -41

885. 166 FZ -10.5

886. 169 FZ -42.9 887. 174 FZ -43.1

888. * FUERZAS DE VIENTO SOBRE ANTENAS EN PIERNA C

889. 53 FZ -25.4

890. 55 FZ -26.1

891. 10 FZ -27.6

892. 72 FZ -28.8

893. 74 FZ -29.7

894. 11 FZ -30.7

895. 85 FZ -31.2

896. 89 FZ -32.8

897. 101 FZ -34

898. MEMBER LOAD

899. 96 CON GZ -36.1 1.27

900. 96 CON GZ -36.3 1.28 901. JOINT LOAD

902. 117 FZ -36.2

903. 133 FZ -38.1

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904. 131 FZ -39.5

905. 151 FZ -40.3

906. 152 FZ -40.7

907. 145 FZ -163.8

908. 159 FZ -165.7

909. MEMBER LOAD

910. 196 CON GZ -41.7 1.49

911. JOINT LOAD

912. 163 FZ -41.9

913. 161 FZ -42.6 914. 168 FZ -43

915. 172 FZ -43.3

916. 170 FZ -43.8

917. 5 FZ -44.1

918. *

919. *COMBINACIONES DE CARGA PARA EL DISEO ESTRUCTURAL (LRFD)

920. LOAD 6 1.4D

921. REPEAT LOAD

922. 2 1.4

923. LOAD 7 1.2D + 1.6 L

924. REPEAT LOAD

925. 2 1.2 3 1.6

926. LOAD 8 (1.2 D + L + 0.8 W)

927. REPEAT LOAD 928. 2 1.2 3 1.0 4 0.8

929. LOAD 9 (1.2 D + L + -0.8 W)

930. REPEAT LOAD

931. 2 1.2 3 1.0 5 0.8

932. LOAD 10 (1.2 D + L + 1.6 W)

933. REPEAT LOAD

934. 2 1.2 3 1.0 4 1.6

935. LOAD 11 (1.2 D + L + -1.6 W)

936. REPEAT LOAD

937. 2 1.2 3 1.0 5 1.6

938. LOAD 12 (1.2 D + 1.0 L)

939. REPEAT LOAD

940. 2 1.2 3 1.0

941. LOAD 13 (0.9 D + 1.6 W)

942. REPEAT LOAD 943. 2 0.9 4 1.6

944. LOAD 14 (0.9 D + -1.6 W)

945. REPEAT LOAD

946. 2 0.9 5 1.6

947. *

948. *COMBINACIONES DE CARGAS DE SERVICIO

949. LOAD 15 (1.0 D)

950. REPEAT LOAD

951. 2 1.0

952. LOAD 16 (1.0 D + 1.0 L.)

953. REPEAT LOAD

954. 2 1.0 3 1.0

955. LOAD 17 (1.0 D + 1.0 L + 1.0 W)

956. REPEAT LOAD 957. 2 1.0 3 1.0 4 1.0

958. LOAD 18 (1.0 D + 1.0 L + -1.0 W)

959. REPEAT LOAD

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960. 2 1.0 3 1.0 5 1.0

961. LOAD 19 (1.0 D + 1.0 W)

962. REPEAT LOAD

963. 2 1.0 4 1.0

964. LOAD 20 (1.0 D + -1.0 W)

965. REPEAT LOAD

966. 2 1.0 5 1.0

967. *


969. CHANGE

970. *REVISION DE DESPLAZAMIENTOS EN CUSPIDE

971. LOAD LIST 15 TO 20

972. PRINT JOINT DISPLACEMENTS LIST 5 6 178

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JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = SPACE

------------------

JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN

5 15 -0.2750 -0.1622 0.1341 0.0000 0.0005 0.0002 16 -0.2749 -0.1714 0.1349 0.0000 0.0005 0.0002

17 -0.2005 -0.6637 35.0490 0.0114 0.0140 0.0002

18 -0.3493 0.3209 -34.7793 -0.0114 -0.0129 0.0001

19 -0.2006 -0.6545 35.0483 0.0114 0.0139 0.0002

20 -0.3494 0.3301 -34.7800 -0.0114 -0.0130 0.0001

6 15 -0.2750 -0.1379 0.1267 0.0000 0.0005 0.0002

16 -0.2749 -0.1470 0.1263 0.0000 0.0006 0.0002

17 -0.2010 -0.6347 34.6755 0.0113 -0.0099 0.0002

18 -0.3488 0.3406 -34.4228 -0.0113 0.0112 0.0001

19 -0.2011 -0.6255 34.6759 0.0113 -0.0100 0.0002

20 -0.3489 0.3498 -34.4224 -0.0113 0.0111 0.0001

178 15 -0.2814 -0.1485 0.1304 0.0000 0.0006 0.0002

16 -0.2823 -0.1576 0.1306 0.0000 0.0006 0.0002

17 -0.5224 0.8224 34.8611 0.0113 0.0007 0.0002 18 -0.0421 -1.1377 -34.5999 -0.0113 0.0006 0.0001

19 -0.5216 0.8316 34.8609 0.0113 0.0006 0.0002

20 -0.0412 -1.1285 -34.6001 -0.0113 0.0005 0.0001

************** END OF LATEST ANALYSIS RESULT **************

973. *

974. LOAD LIST 6 TO 14

975. PARAMETER 1

976. CODE LRFD

977. *VER TIA 222-G (SECC 4.4.2.) RELACION DE ESBELTEZ EN PIERNAS Y LRFD

978. *EN ESTE CASO UTILIZAREMOS LO QUE INDICA EL LRFD (200 PARA MIEMBROS A COMPRESIO

979. MAIN 200 MEMB 1 TO 6 8 9 11 13 14 18 19 22 26 29 31 36 38 40 43 47 52 57 59 - 980. 60 64 72 77 85 90 92 96 105 112 117 122 135 142 148 153 156 159 166 174 184 -

981. 190 193 195 TO 204 337 TO 368 387 TO 414 547 TO 556 558 561 567 577 585 592 -

982. 595 598 603 609 616 623 627 629 634 639 646 655 659 661 666 674 679 687 691 -

983. 692 694 699 704 708 711 713 715 720 722 725 729 732 733 737 738 740 742 743 -

984. 745 TO 750 787

985. *VER TIA 222-G (SECC 4.4.2.) RELACION DE ESBELTEZ EN MIEMBROS A TENSION

986. *LOS CONTRAVENTEOS SERAN DISEADOS A TENSION PARA REDUCIR COSTOS Y HACER QUE LA

987. *DESARROLLEN SU MAXIMA CAPACIDAD A COMPRESION

988. MAIN 300 MEMB 7 198 260 262 264 266 268 270 272 274 371 373 375 377 379 381 -

989. 383 385 477 479 481 483 485 487 489 491

990. NSF 0.75 ALL

991. *

992. AXIS 2 ALL

993. BEAM 1 ALL 994. TRACK 0 ALL

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995. RATIO 0.95 ALL

996. CHECK CODE ALL

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STAAD.Pro CODE CHECKING - (LRFD 3RD EDITION)

***********************

ALL UNITS ARE - KG METE (UNLESS OTHERWISE NOTED)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

=======================================================================

1 ST PL42X1.3 (UPT)

PASS LRFD-H1-1A-C 0.545 10

71439.46 C -1603.54 -14.61 0.00

2 ST PL42X1.3 (UPT)


61305.90 C -66.29 -844.46 0.00

3 ST PL42X1.3 (UPT)

PASS LRFD-H1-1A-C 0.456 10 61271.25 C -94.79 -488.13 0.00

4 ST PL42X1.3 (UPT)


61197.61 C -163.39 400.81 0.00

5 ST PL42X1.3 (UPT)


62236.46 C -73.35 -250.84 0.00

6 ST PL42X1.3 (UPT)


63599.96 C -1037.33 -193.99 1.08

7 ST L40404 (AISC SECTIONS)


6820.69 C -0.15 10.71 0.00

8 ST PL42X1.3 (UPT)

PASS LRFD-H1-1A-C 0.476 10 63758.79 C -1037.31 -194.09 0.00

9 ST PL42X1.3 (UPT)


53546.41 C 136.55 -799.59 0.00


PASS TENSION 0.007 10

90.10 T 0.00 0.00 0.00

11 ST PL42X1.3 (UPT)


53517.04 C 65.27 -500.56 0.00


PASS COMPRESSION 0.013 10

107.94 C 0.00 0.00 0.00

13 ST PL42X1.3 (UPT) PASS LRFD-H1-1A-C 0.346 10

53444.77 C -150.07 408.33 0.00



54592.97 C -23.83 -189.24 0.00


PASS LRFD-H1-1B-C 0.138 10

4193.56 C -0.08 11.93 1.95



1024.16 T 0.00 0.00 0.00 ISRAEL RUANO VARGASINGENIERO CIVIL


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FX MY MZ LOCATION

=======================================================================



6973.40 C -0.15 9.21 0.00



55832.52 C -879.58 -241.78 1.08



55952.61 C -879.55 -241.87 0.00



1214.95 C 0.00 0.00 1.89


PASS TENSION 0.016 10 206.64 T 0.00 0.00 0.00



50804.35 C 219.45 -480.88 0.00



1114.64 C 0.00 0.00 1.72



265.30 C 0.00 0.00 0.00



515.46 C 0.39 6.03 0.53

26 ST PL203X12.7 (UPT)

PASS LRFD-H1-1A-C 0.476 10 50607.72 C -85.62 379.01 1.29



3822.46 C -3.23 11.26 0.00



1309.66 C 0.00 0.00 0.00

29 ST PL203X12.7 (UPT)


50518.50 C -168.34 -450.90 1.71



3981.65 C 0.00 11.38 1.88

31 ST PL203X12.7 (UPT) PASS LRFD-H1-1A-C 0.456 10

48156.21 C -168.34 -450.89 0.00

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FX MY MZ LOCATION

=======================================================================



972.47 T 0.00 0.00 0.00



6706.23 C -0.15 10.71 1.95



751.97 C 0.00 0.00 0.00



1247.18 C 0.00 0.00 1.82

36 ST PL203X12.7 (UPT)

PASS LRFD-H1-1A-C 0.471 10 47916.98 C -812.00 -314.49 1.08



484.95 C 0.85 8.27 0.00

38 ST PL203X12.7 (UPT)


48118.00 C -812.04 -314.38 0.00



949.44 C 0.00 0.00 1.62

40 ST PL203X12.7 (UPT)


42821.89 C 192.61 -508.82 0.00


PASS COMPRESSION 0.127 11 1122.39 C 0.00 0.00 0.00



3903.88 C -3.31 12.63 0.00

43 ST PL203X12.7 (UPT)


42629.84 C -58.46 388.76 1.29



5226.40 C -0.43 5.50 0.69



96.27 T 0.00 0.00 0.00

46 ST L25253 (AISC SECTIONS) PASS COMPRESSION 0.173 14

1549.94 C 0.00 0.00 0.00

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FX MY MZ LOCATION

=======================================================================

47 ST PL203X12.7 (UPT)


42448.90 C -156.25 -423.82 1.71


PASS LRFD-H1-1B-T 0.028 10

278.43 T -6.91 -9.46 1.29



76.53 C 0.00 0.00 0.00



6697.37 C -0.15 9.21 1.88



52 ST PL203X12.7 (UPT)


40240.37 C -156.27 -423.82 0.00



3647.11 C -0.24 4.05 0.51



176.24 C -7.06 -11.77 1.60



649.53 C 0.00 0.00 0.00



57 ST PL203X12.7 (UPT)


40001.63 C -814.49 -353.22 1.08



510.31 C 0.00 0.00 0.00

59 ST PL203X12.7 (UPT)


40229.82 C -814.54 -353.09 0.00

60 ST PL203X12.7 (UPT)


35300.83 C 31.20 -499.09 0.00

61 ST L40404 (AISC SECTIONS) PASS LRFD-H1-1A-C 0.257 10

5183.21 C -0.35 5.25 0.67

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FX MY MZ LOCATION

=======================================================================



1379.65 C 0.00 0.00 0.00



1013.53 C 0.00 0.00 0.00



35276.16 C 23.86 -304.54 0.00



639.48 C -7.22 -10.19 1.16


PASS TENSION 0.015 10 154.83 T 0.00 0.00 0.00



714.01 C -0.06 12.57 2.07



7097.40 C -0.93 -10.30 0.00



117.28 C -6.82 -9.77 1.43



146.41 C 0.00 0.00 0.00





35066.00 C -122.34 -296.89 1.71



2480.07 C 0.00 0.00 1.75



860.56 C 0.00 0.00 1.98



3442.77 C -0.16 4.65 0.36


618.11 C 0.00 0.00 0.00

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FX MY MZ LOCATION

=======================================================================



32915.47 C -122.34 -296.89 0.00



520.53 C -0.02 9.02 1.53



3123.27 C -8.42 -18.41 0.00



2255.94 C -3.23 11.26 1.29





817.05 C 0.00 0.00 0.00



884.45 C 0.00 0.00 0.00



1115.85 C 0.00 0.00 0.00



32803.61 C -626.04 -254.41 1.08





7058.55 C -0.91 -9.61 0.00



3185.44 C -7.10 -15.46 0.00



4699.89 C -0.28 3.46 0.64



32923.24 C -626.09 -254.23 0.00

91 ST L40404 (AISC SECTIONS) PASS LRFD-H1-1B-C 0.052 10

774.85 C -0.27 9.25 1.83

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FX MY MZ LOCATION

=======================================================================



27948.65 C 111.60 -355.21 0.00



49.62 T 0.00 0.00 0.00



2936.28 C -0.08 11.93 0.00



829.90 C 0.00 0.00 0.00


PASS LRFD-H1-1A-C 0.442 10 27702.15 C 19.81 287.17 1.29



39.29 C 0.00 0.00 0.00



904.70 C 0.00 0.00 1.92



2627.02 C -3.31 12.63 1.16



7772.67 C -0.93 -10.30 1.21





3006.99 C -0.12 3.77 0.11



2853.03 C -9.02 -17.82 0.00



585.12 C 0.05 9.12 1.44



27550.27 C -109.64 -272.90 1.71


771.70 C 0.00 0.00 0.00

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FX MY MZ LOCATION

=======================================================================



817.44 C 0.00 0.00 0.00



5122.40 C -0.43 5.49 1.37



2694.77 C 0.00 11.38 0.00



685.41 C 0.00 0.00 0.00





25597.98 C -109.67 -272.92 0.00



2910.65 C -7.60 -14.71 0.00



678.10 C -0.10 5.80 1.93



1986.71 C -7.98 -21.13 0.00


PASS LRFD-H1-1A-C 0.430 10 4901.79 C -0.24 3.55 0.47



25494.12 C -594.86 -210.71 1.08



4102.70 C -0.24 4.05 1.02



701.30 C 0.00 0.00 0.00



7648.67 C -0.91 -9.61 1.19

121 ST L20203 (AISC SECTIONS) PASS TENSION 0.016 10

164.07 T 0.00 0.00 0.00

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FX MY MZ LOCATION

=======================================================================



25583.66 C -594.81 -210.71 0.00



843.52 C 0.00 0.00 1.87



209.95 C 0.00 0.00 0.00



2391.30 C -5.73 -11.22 0.00


PASS LRFD-H1-1B-C 0.157 13 543.93 C 0.04 5.99 1.36



5009.71 C -0.35 5.24 1.33



810.24 C 0.00 0.00 0.00



1708.98 C -7.93 -21.89 0.00



2825.76 C 0.07 5.36 0.00





755.46 C 0.00 0.00 0.00



20523.64 C 22.29 207.34 0.00



7864.80 C -0.59 -4.82 0.00

137 ST L30304 (AISC SECT

memoria tecnica- mini pop carrizales

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