INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Proyecto Análisi nálisiss Est struct ructural ural y Propuest ropuestas as para Reforzamiento de Torres Triangulares Au Autosoportadas SISTTEMEX Memoria de Cálculo Sitio El Tamboral T60V125 Rev. A Presentado a: CLARO NICARAGUA. DIRECCIÓN DE INGENIERÍA Y OPERACIONES REGIONAL
Presentado Por: Preparó: Revisó: Ap Aprobó:
jarita careas falva lvarez
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
TABL A DE CONTENID CONTENIDO O
TABLA DE CONTENIDO................... .................... .................... ............ .................... .................... .............. ................ 2 1.- INTRODUCCIÓN ................... .................... .................... ............ .................... .................... .............. ................. ..... 3 2.- BASES Y NORMAS PARA EL DISEÑO .................... .................... .................... ............ .................... .................... ... 4 3.- MATERIALES DE CONSTRUCCIÓN ......................................................................................................................
5
4.- GEOMETRÍA Y CONFIGURACIÓN ESTRUCTURAL .................. .................... .................... ............ .................... ...... 5 5.- CARGAS DE DISEÑO
........................................................................................................................................... 6
6.- ASIGNACIÓN DE CARGAS AL MODELO .............................................................................................................
14
7.- REACCIONES DE DISEÑO ................... .................... .................... ............ .................... .................... .............. ..... 29 8.- REVISIÓN DE ELEMENTOS ESTRUCTURALES DE LA TORRE ............................................................................ 30 9.- REVISIÓN DE ESTABILIDAD. ..............................................................................................................................
47
10.- REVISIÓN DE CIMENTACIÓN. .................. .................... .................... ............ .................... .................... ............. 49 11.- REVISIÓN DE PERNOS. .................. .................... .................... ............ .................... .................... ............... ....... 53 12.- REVISIÓN DE PLACAS DE CONEXIÓN Y BRIDAS..............................................................................................
54
13.- CONCLUSIONES Y RECOMENDACIONES ........................................................................................................
55
14.- PROPUESTA DE REFORZAMIENTO. .................... .................... .................... ............ .................... .................... . 56 15.- ANEXOS................. .................... .................... ............ .................... .................... ................ .................. ............ 58 An Anexo I:
Plan lano lla llave torr torre e T60V125 modelo SIST ISTTEMEX.
An Anexo II: II:
Prop ropied iedades geométric trica as perfil rfile es estru tructura turale less.
An Anexo III: III:
Resulta ltados de utili tilizzación ión de elem lementos tos según SAP2000. Torre rre actua tual + carga rgas actua tuales les + carga rgas proyectadas.
An Anexo IV: IV:
Demanda de acero en cime imentac tación ión actua tual + carga rgas actua tuales les + carga rgas proy royectad tadas.
An Anexo V:
Prop ropuesta de refo reforz rza amien iento para torr torre e T60V125, El Tamboral. ral.
An Anexo VI:
Resulta ltados de utili tilizzación ión de elem lementos tos según SAP2000. Torre rre actua tual + carga rgas actua tuales les.
2
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
1.- INTRODUCCIÓN Este documento constituye la memoria de cálculo de la torre de telecomunicaciones modelo T60V125 del Proyecto “Análisis Estructural y Propuestas para Reforzamiento Reforzamiento de Torres Triangulares Autosoportadas Autosoportadas SISTTEM SISTTEMEX” La torre T60V125 consta de las siguientes partes principales y alturas correspondientes: Alt Altu ura: ra: 60.0 m Distancia Basal: 7.50m An Ancho Superio rior: 1.20 .20m Tipo de Torre: Autosoportada Sección Transversal: Triangular
La revisión estructural se ha realizado con base a la inspección física del sitio, la configuración de antenas obtenido del escenario encontrado en el lugar de emplazamiento, además, la memoria de cálculo y estudio geotécnico correspondientes al sitio El Tamboral proporcionada por CLARO NICARAGUA. También se ha tomado en consideración el RFP “Análisis Estructural y Propuestas para Reforzamiento de Torres Triangulares Autosoportadas SISTTEMEX” que da origen a este documento. Las cargas consideradas, tanto existentes como proyectadas, toman en cuenta los valores de diseño de las cargas gravitacionales, gravitacionales, así como como también, también, los criteri criterios os de carga carga de viento sobre la estructura de torre, antenas RF RF y Microondas. Microondas. El cálculo de capacidades y la Ingeniería estructural general de torres de telecomunicación se ha realizado con base al estándar de diseño de eestructuras structuras de telecomu telecomunicaciones nicaciones y antenas de la Asociaci Asociación ón de la Industria Industria de Telecomunicaciones Telecomunicaciones EIA 222-F: 222-F: Structural en asociación con la Alianza de Industrias Electrónicas: TIA / EIA
Standard Standard f or Ant enna Support Supporting ing
Structures Structur es and Antennas .
La revisión estructural se ha realizado en base modelos estáticos de armaduras de elementos estructurales principales de configuración estable capaces de resistir las cargas de diseño con base a fuerzas axiales de compresión y tensión solamente, según se establece en la memoria de cálculo proporcionada. Estos elementos principales son arriostrados por elementos redundantes o secundarios que no transmiten carga y cuya única función es reducir la longitud no arriostradas de los elementos principales.
3
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Las especificaciones del acero estructural en el que se basa el diseño de esta estructura se definen en este trabajo en base al estándar americano de pruebas y materiales ASTM (American Standar for Testing & Materi als ) Junto con la revisión estructural de los elementos principales y redundantes de reticulado, este trabajo incluye la revisión de las conexiones empernadas, placas de conexión entre montante y breiza, bridas o “flanges”, pernos de anclaje y estructura de cimentación. Desde la sección 2 hasta la sección 12, se muestra el análisis de cargas, proceso de asignación de cargas al modelo matemático y revisiones estructurales de la torre reforzada con las cargas descritas en la sección 5 “Cargas de diseño”
2.- BASES Y NORMAS PARA EL DISEÑO Sirven como bases y normas para la revisión los siguientes pliegos técnicos, códigos y manuales de ingeniería:
2.1.-
RFP: “ANÁLISIS ESTRUCTURAL Y PROPUESTAS PARA REFORZAMIENTO DE TORRES TRIANGULARES AUTOSOPORTADAS SISTTEMEX”
2.2.-
60m RB 125 MEMORIA DE CALCULO EL TAMBORAL.
2.3.-
CONFIGURACIÓN GEOMÉTRICA Y PLANOS DE MONTAJE TORRE 60M 125MPH
2.4-
ESTUDIO GEOTÉCNICO DE CIMENTACIONES EN ÁREA DE CONSTRUCCIÓN DE ANTENA DE TELEFONÍA CELULAR, UBICADA EN TAMBORAL SUR / SAN CARLOS.
2.5.-
DISEÑO DE CIMIENTOS AISLADOS PARA TORRE AUTOSOPORTADA TIPO 60-125MPH
2.3.-
STANDARD TIA / EIA 222-F. Structural Standard for Antenna Supporting Structures and Antennas.
2.6.-
American Institute of Steel Construction AISC- ASD: Manual of Steel Construction: Allowable Stress Design, 9th Edition.
2.7.-
The American Concrete Institute ACI 318 Building Code Requirements for Structural Concrete (ACI 318) and Commentary
4
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
3.- MATERIALES DE CONSTRUCCIÓN Las especificaciones del acero estructural en el que se basa el diseño de esta estructura se definen en este trabajo en base al estándar americano de pruebas y materiales ASTM (American Standar for Testing & Materi als ) Resistencia del acero de perfiles laminados 2520 kg/cm² (Acero ASTMA-36, G36) Resistencia del acero de perfiles tubulares
1450 kg/cm² (Acero ASTM A 53 B, G-35)
Resistencia del acero de láminas
2520 kg/cm² (Acero ASTM A-36, G36)
Resistencia del acero de Pernos de anclaje
2520 kg/cm² (Acero ASTMF1554-36, G36)
Resistencia de pernos estructurales
6300 kg/cm² (Acero ASTMa-325, G90)
Resistencia del acero de refuerzo
2800 kg/cm² (Acero ASTM615, G-40).
Resistencia del concreto a los 28 días
250 kg/cm².
4.- GEOMETRÍA Y CONFIGURACIÓN ESTRUCTURAL El Anexo I, muestra en detalle las características más importantes sobre la geometría y configuración de la torre, así como, las dimensiones y propiedades de los elementos estructurales que conforman la torre. Esta geometría y configuración fue utilizada para el análisis estructural, misma que sirvió para generar el modelo matemático, que es la base fundamental de este documento. En el anexo II, se presenta en forma tabular las características físicas más importantes de la perfilaría estructural utilizada en este proyecto.
5
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
5.- CARGAS DE DISEÑO A continuación se presenta un detalle de las cargas utilizadas para el análisis de la torre: 5.1.5.2.‐
Velocidad de viento: 125 mph (milla más rápida) según TIA / EIA 222-F Antenas de Diseño
Cargas Existentes Tipo (2) RF 2.60m x 0.26m x 0.11m (1) RF 1.32 x 0.16 x 0.07 Carga Viva (1) Plataforma 1 (1) Plataforma 2
Ubicación 60.0 m 60.0 m 60.0 m 57.0 m 30.0 m
Tipo (1) MWØ 1.30m (1) Soporte para MW (2) Cables de 7/8" (4) Cables de 1 5/8"
Ubicación 26.0 m 25.0 m 0.0 a 60.0 m 0.0 a 60.0 m
Cargas Proyectadas Tipo (3) DBXL-6565A (6) RRU 5.3.-
Ubicación Tipo 60.0 m (3) HBXX-6516DS-VTM 58.0 m Tabla 1. Cargas de Revisión estructura
Viento sobre la estructura y cables
6
Ubicación 60.0 m
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE C LCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
Análisis de Viento sobre Estructura. TORRE 60m 125mph. SISTTEMEX Viento Normal según Norma TIA / EIA 222 F Altura de la Torre
60.00 m
Velocidad Viento
125.00 mph
Distancia Basal
7.50 m
Ancho Superior
1.20 m
Factor de Ráfaga GH
Sección
1 2 3 4 5 6 7 8 9 10
Nivel Inicial m 60.00 54.00 48.00 42.00 36.00 30.00 24.00 18.00 12.00 6.00
Dirección de Viento
0.00 Grados
Altura de Sección
6.00 m
1.115 Nivel Final m 54.00 48.00 42.00 36.00 30.00 24.00 18.00 12.00 6.00 0.00
Nivel Medio m 57.00 51.00 45.00 39.00 33.00 27.00 21.00 15.00 9.00 3.00
Ancho Punta m 1.20 1.83 2.46 3.09 3.72 4.35 4.98 5.61 6.24 6.87
Ancho Base m 1.83 2.46 3.09 3.72 4.35 4.98 5.61 6.24 6.87 7.50
Kz
qz
AF
AR
AF + AR
AG
1.64 1.59 1.54 1.48 1.41 1.33 1.24 1.12 1.00 1.00
kg/m2 320.93 310.90 299.97 287.96 274.54 259.24 241.28 219.16 195.19 195.19
m2 0.59 0.83 1.04 1.18 1.50 2.08 2.22 3.29 2.36 3.31
m2 0.58 1.07 1.37 2.02 2.63 2.63 3.28 3.28 3.89 3.89
m2 1.17 1.89 2.41 3.20 4.13 4.70 5.49 6.57 6.25 7.20
m2 9.38 13.40 17.34 21.44 25.52 29.30 33.41 37.19 41.27 45.05
18.40
24.62
43.02
273.31
Totales
e
0.12 0.14 0.14 0.15 0.16 0.16 0.16 0.18 0.15 0.16
CF
2.87 2.80 2.81 2.77 2.73 2.73 2.72 2.68 2.77 2.74
DF
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
DR
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
RR
0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.59 0.58 0.58
AE Fuerza m2 0.93 1.45 1.83 2.35 3.04 3.61 4.13 5.21 4.63 5.58
kg 950.35 1404.68 1722.93 2093.66 2533.92 2849.29 3020.07 3405.80 2783.25 3320.37
32.75
24084.32
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE C LCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
Análisis de Viento sobre Estructura. TORRE 60m 125mph. SISTTEMEX Viento Paralelo según Norma TIA / EIA 222 F Altura de la Torre
60.00 m
Velocidad Viento
125.00 mph
Distancia Basal
7.50 m
Ancho Superior
1.20 m
Factor de Ráfaga GH
Sección
1 2 3 4 5 6 7 8 9 10
Nivel Inicial m 60.00 54.00 48.00 42.00 36.00 30.00 24.00 18.00 12.00 6.00
Dirección de Viento
90.00 Grados
Altura de Sección
6.00 m
1.115 Nivel Final m 54.00 48.00 42.00 36.00 30.00 24.00 18.00 12.00 6.00 0.00
Nivel Medio m 57.00 51.00 45.00 39.00 33.00 27.00 21.00 15.00 9.00 3.00
Ancho Punta m 1.20 1.83 2.46 3.09 3.72 4.35 4.98 5.61 6.24 6.87
Ancho Base m 1.83 2.46 3.09 3.72 4.35 4.98 5.61 6.24 6.87 7.50
Kz
qz
AF
AR
AF + AR
AG
1.64 1.59 1.54 1.48 1.41 1.33 1.24 1.12 1.00 1.00
kg/m2 320.93 310.90 299.97 287.96 274.54 259.24 241.28 219.16 195.19 195.19
m2 0.59 0.83 1.04 1.18 1.50 2.08 2.22 3.29 2.36 3.31
m2 0.58 1.07 1.37 2.02 2.63 2.63 3.28 3.28 3.89 3.89
m2 1.17 1.89 2.41 3.20 4.13 4.70 5.49 6.57 6.25 7.20
m2 9.38 13.40 17.34 21.44 25.52 29.30 33.41 37.19 41.27 45.05
18.40
24.62
43.02
273.31
Totales
e
0.12 0.14 0.14 0.15 0.16 0.16 0.16 0.18 0.15 0.16
CF
2.87 2.80 2.81 2.77 2.73 2.73 2.72 2.68 2.77 2.74
DF
0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80
DR
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
RR
0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.59 0.58 0.58
AE Fuerza m2 0.81 1.28 1.62 2.12 2.73 3.19 3.69 4.55 4.15 4.92
kg 828.91 1244.01 1527.91 1884.00 2283.19 2521.55 2695.78 2975.61 2498.66 2925.98
29.07
21385.58
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE C LCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
Análisis de Viento sobre Estructura. TORRE 60m 125mph. SISTTEMEX Viento Bisector según Norma TIA / EIA 222 F Altura de la Torre
60.00 m
Velocidad Viento
125.00 mph
Distancia Basal
7.50 m
Ancho Superior
1.20 m
Factor de Ráfaga GH
Sección
1 2 3 4 5 6 7 8 9 10
Nivel Inicial m 60.00 54.00 48.00 42.00 36.00 30.00 24.00 18.00 12.00 6.00
Dirección de Viento
180.00 Grados
Altura de Sección
6.00 m
1.115 Nivel Final m 54.00 48.00 42.00 36.00 30.00 24.00 18.00 12.00 6.00 0.00
Nivel Medio m 57.00 51.00 45.00 39.00 33.00 27.00 21.00 15.00 9.00 3.00
Ancho Punta m 1.20 1.83 2.46 3.09 3.72 4.35 4.98 5.61 6.24 6.87
Ancho Base m 1.83 2.46 3.09 3.72 4.35 4.98 5.61 6.24 6.87 7.50
Kz
qz
AF
AR
AF + AR
AG
1.64 1.59 1.54 1.48 1.41 1.33 1.24 1.12 1.00 1.00
kg/m2 320.93 310.90 299.97 287.96 274.54 259.24 241.28 219.16 195.19 195.19
m2 0.59 0.83 1.04 1.18 1.50 2.08 2.22 3.29 2.36 3.31
m2 0.58 1.07 1.37 2.02 2.63 2.63 3.28 3.28 3.89 3.89
m2 1.17 1.89 2.41 3.20 4.13 4.70 5.49 6.57 6.25 7.20
m2 9.38 13.40 17.34 21.44 25.52 29.30 33.41 37.19 41.27 45.05
18.40
24.62
43.02
273.31
Totales
e
0.12 0.14 0.14 0.15 0.16 0.16 0.16 0.18 0.15 0.16
CF
2.87 2.80 2.81 2.77 2.73 2.73 2.72 2.68 2.77 2.74
DF
0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
DR
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
RR
0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.59 0.58 0.58
AE Fuerza m2 0.84 1.32 1.68 2.17 2.81 3.30 3.80 4.72 4.27 5.08
kg 859.27 1284.18 1576.67 1936.41 2345.87 2603.48 2776.85 3083.16 2569.81 3024.58
29.99
22060.27
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE C LCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
Análisis de Viento sobre cables TORRE 60m 125mph. SISTTEMEX Viento Normal según Norma TIA / EIA 222 F Altura de la Torre
60.00 m
Velocidad Viento
125.00 mph
Distancia Basal
7.50 m
Ancho Superior
1.20 m
Factor de Ráfaga GH
Sección
1 2 3 4 5 6 7 8 9 10
Nivel Inicial m 60.00 54.00 48.00 42.00 36.00 30.00 24.00 18.00 12.00 6.00
Dirección de Viento
0.00 Grados
Altura de Sección
6.00 m
1.115 Nivel Final m 54.00 48.00 42.00 36.00 30.00 24.00 18.00 12.00 6.00 0.00
Nivel Medio m 57.00 51.00 45.00 39.00 33.00 27.00 21.00 15.00 9.00 3.00
Ancho Punta m 1.20 1.83 2.46 3.09 3.72 4.35 4.98 5.61 6.24 6.87
Ancho Base m 1.83 2.46 3.09 3.72 4.35 4.98 5.61 6.24 6.87 7.50
Kz
qz
AF
AR
AF + AR
AG
1.64 1.59 1.54 1.48 1.41 1.33 1.24 1.12 1.00 1.00
kg/m2 320.93 310.90 299.97 287.96 274.54 259.24 241.28 219.16 195.19 195.19
m2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
m2 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77
m2 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77
m2 9.39 13.17 16.95 20.73 24.51 28.29 32.07 35.85 39.63 43.41
0.00
7.71
7.71
264.01
Totales
e
0.08 0.06 0.05 0.04 0.03 0.03 0.02 0.02 0.02 0.02
CF
3.04 3.14 3.19 3.23 3.26 3.27 3.29 3.30 3.31 3.32
DF
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
DR
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
RR
0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57
AE Fuerza m2 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.44
kg 480.19 478.99 469.95 456.02 438.06 415.96 388.80 354.37 316.47 317.20
4.40
4116.03
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
5.4.-
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Viento sobre las Antenas RF
Discrete Appurtenance Pressures - No Ice Description
Aiming Azimuth °
RF 2.60 x 0.26 x 0.11 RF 2.60 x 0.26 x 0.11 RF 1.32 x 0.16 x 0.07 DBXL-6565A DBXL-6565A DBXL-6565A HBXX-6516DS-VTM HBXX-6516DS-VTM HBXX-6516DS-VTM RRU410x334x176 RRU410x334x176 RRU410x334x176 Tubo 4''
-35.00 120.00 120.00 0.00 120.00 240.00 0.00 120.00 240.00 0.00 120.00 240.00 240.00 SumWeight:
Weight
Offsetx
Offsetz
z
kg
m
m
m
50.00 50.00 38.58 30.50 30.50 30.50 30.20 30.20 30.20 48.00 48.00 48.00 120.00 584.68
0.00 1.53 1.53 1.00 1.03 -2.03 1.00 1.03 -2.03 1.00 1.07 -2.07 -3.80
-1.77 0.88 0.88 -1.77 1.75 0.02 -1.77 1.75 0.02 -1.81 1.77 0.04 1.04
Kz
G H = 1.115
qz kgsm
58.70 58.70 58.70 58.70 58.70 58.70 58.70 58.70 58.70 58.00 58.00 58.00 25.00
1.655 1.655 1.655 1.655 1.655 1.655 1.655 1.655 1.655 1.650 1.650 1.650 1.297
C A AC Front m2
323.28 323.28 323.28 323.28 323.28 323.28 323.28 323.28 323.28 322.18 322.18 322.18 253.32
1.01 1.01 0.39 0.61 0.61 0.61 0.43 0.43 0.43 0.38 0.38 0.38 0.16
C A AC Side m2
0.56 0.56 0.35 0.47 0.47 0.47 0.40 0.40 0.40 0.20 0.20 0.20 0.16
Discrete Appurtenance Vectors - No Ice RF 2.60 x 0.26 x 0.11 - Elevation 58.7 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 90 180
Vx
kg
299.40 209.64 299.40
Vz
kg
115.57 165.05 115.57
OTMx
OTMz
Torque
kg-m
kg-m
kg-m
kg
-77.06 255.45 77.06
-311.54 77.06 311.54
-18376.0 4435.0 18199.3
4523.3 -14995.0 -4523.3
136.1 -451.3 -136.1
RF 2.60 x 0.26 x 0.11 - Elevation 58.7 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 90 180
Vx
kg
182.75 316.53 182.75
Vz
kg
174.50 100.75 174.50
OTMx
OTMz
Torque
kg-m
kg-m
kg-m
kg
-71.02 324.50 71.02
-242.50 71.02 242.50
-14190.4 4212.9 14278.7
4092.2 -19124.6 -4245.2
308.3 178.0 -308.3
RF 1.32 x 0.16 x 0.07 - Elevation 58.7 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 90 180
Vx
kg
70.27 121.71 70.27
Vz
kg
108.28 62.51 108.28
kg
-6.72 136.66 6.72
OTMx
OTMz
kg-m
kg-m
-128.90 6.72 128.90
-7532.6 428.5 7600.8
Torque kg-m
335.4 -8081.1 -453.4
191.3 110.4 -191.3
DBXL-6565A - Elevation 58.7 - From Leg A
Wind Azimuth °
0 90 180
Fa
Fs
kg
Vx
kg
220.17 0.00 220.17
Vz
kg
0.00 170.23 0.00
kg
0.00 170.23 0.00
-220.17 0.00 220.17
11
OTMx
OTMz
Torque
kg-m
kg-m
kg-m
-12978.0 -53.9 12870.2
-30.5 -10022.9 -30.5
220.2 -300.7 -220.2
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
DBXL-6565A - Elevation 58.7 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 90 180
Vx
kg
110.09 190.67 110.09
Vz
kg
147.42 85.11 147.42
kg
-21.63 207.69 21.63
-182.71 21.63 182.71
OTMx
OTMz
Torque
kg-m
kg-m
kg-m
-10672.0 1322.8 10778.7
1238.0 -12222.6 -1300.9
150.4 341.0 -150.4
DBXL-6565A - Elevation 58.7 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 90 180
Vx
kg
110.09 190.67 110.09
Vz
kg
147.42 85.11 147.42
kg
21.63 207.69 -21.63
-182.71 -21.63 182.71
OTMx
OTMz
Torque
kg-m
kg-m
kg-m
-10724.8 -1268.9 10725.9
-1207.5 -12129.3 1331.4
-370.5 -40.3 370.5
HBXX-6516DS-VTM - Elevation 58.7 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 90 180
Vx
kg
155.87 0.00 155.87
Vz
kg
0.00 144.36 0.00
OTMx
kg
0.00 144.36 0.00
OTMz
kg-m
Torque
kg-m
-155.87 0.00 155.87
kg-m
-9202.6 -53.4 9095.9
-30.2 -8504.0 -30.2
155.9 -255.0 -155.9
HBXX-6516DS-VTM - Elevation 58.7 - From Leg B
Wind Azimuth °
Fa
Fs
Vx
Vz
OTMx
OTMz
Torque
kg
kg
kg
kg
kg-m
kg-m
kg-m
0 90 180
77.93 134.98 77.93
125.02 72.18 125.02
-4.98 152.99 4.98
-147.24 4.98 147.24
-8589.9 345.3 8695.5
261.4 -9011.5 -323.6
142.9 262.5 -142.9
HBXX-6516DS-VTM - Elevation 58.7 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 90 180
Vx
kg
77.93 134.98 77.93
Vz
kg
125.02 72.18 125.02
kg
4.98 152.99 -4.98
OTMx
OTMz
kg-m
kg-m
-147.24 -4.98 147.24
Torque kg-m
-8642.2 -292.0 8643.2
-231.2 -8919.1 353.8
-298.8 -7.5 298.8
RRU 410x334x176 - Elevation 58 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 90 180
Vx
kg
137.74 0.00 137.74
Vz
kg
0.00 72.58 0.00
OTMx
kg
0.00 72.58 0.00
kg-m
-137.74 0.00 137.74
OTMz
Torque
kg-m
kg-m
-8075.6 -86.8 7901.9
-48.0 -4257.6 -48.0
137.7 -131.3 -137.7
RRU 410x334x176 - Elevation 58 - From Leg B
Wind Azimuth °
0 90 180
Fa
Fs
kg
Vx
kg
68.87 119.28 68.87
Vz
kg
62.86 36.29 62.86
kg
-28.21 121.45 28.21
-88.87 28.21 88.87
12
OTMx
OTMz
Torque
kg-m
kg-m
kg-m
-5069.4 1721.4 5239.4
1585.2 -7095.2 -1687.6
44.9 184.9 -44.9
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
RRU 410x334x176 - Elevation 58 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 90 180
Vx
kg
68.87 119.28 68.87
Vz
kg
kg
62.86 36.29 62.86
28.21 121.45 -28.21
OTMx
OTMz
Torque
kg-m
kg-m
kg-m
-88.87 -28.21 88.87
-5152.6 -1634.6 5156.3
-1537.2 -6944.8 1735.6
-182.6 -53.6 182.6
Tubo 4'' - Elevation 25 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 90 180
kg
22.66 39.26 22.66
5.5.-
Vx
Vz
kg
OTMx
kg
39.26 22.66 39.26
0.00 45.33 0.00
OTMz
kg-m
-45.33 0.00 45.33
Torque
kg-m
-1008.4 124.8 1258.1
kg-m
456.2 -677.0 456.2
-172.3 47.2 172.3
Viento sobre las Antenas WM
Discrete Appurtenance Totals - No Ice Wind Azimuth °
0 90 180
Vx
Vz
OTMx
OTMz
Torque
kg
kg
kg-m
kg-m
kg-m
-154.79 2113.36 154.79
-2079.69 154.79 2079.69
-120214.5 9201.1 120444.0
9407.1 -121984.9 -8765.7
463.4 -115.7 -463.4
Dish Pressures - No Ice Elevation m
Dish Description
Aiming Azimuth °
26.00 MW1.30
Weight kg
135.00 SumWeight:
Offsetx m
50.00 50.00
Offsetz m
3.25
Kz
1.88
A A m2
1.312
qz kgsm
1.33
256.18
Dish Vectors - No Ice Wind Azimuth °
C A
0 90 180
CS
0.004170 -0.001335 -0.001335
CM
0.000125 0.001170 -0.001170
-0.000157 0.000356 -0.000356
F A
MW 1.30 - Elevation 26 - From Leg B FS FM Vx
kg
kg
618.80 -198.11 -198.11
18.55 173.62 -173.62
kg
-1192.41 2703.81 -2703.81
Vz
OTMx
OTMz
Torque
kg
kg
kg-m
kg-m
kg-m
-424.44 262.85 17.31
-450.68 17.31 262.85
Dish Totals - No Ice Wind Azimuth °
0 90 180
Vx
Vz
OTMx
OTMz
Torque
kg
kg
kg-m
kg-m
kg-m
-424.44 262.85 17.31
-450.68 17.31 262.85
-11623.8 543.9 6927.9
10873.1 -6996.6 -612.6
13
637.8 505.5 -890.2
-11623.8 543.9 6927.9
10873.1 -6996.6 -612.6
637.8 505.5 -890.2
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
6.- ASIGNACIÓN DE CARGAS AL MODELO 6.1. Nudos dela estructura. Cara A
14
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
6.2. Nudos dela estructura. Cara B
15
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
6.3. Nudos dela estructura. Cara C
16
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
6.4. Magnitud de cargas y aplicación en nodos TABLE: Joint Loads - Force Joint
LoadPat
CoordSys
F1
F2
F3
M1
M2
M3
Text
Text
Text
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
Kgf-m
1
VIENTO 90
GLOBAL
0.00
828.40
0.00
0.00
0.00
0.00
1
VIENTO 0
GLOBAL
934.24
0.00
0.00
0.00
0.00
0.00
1
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
1
DEAD
GLOBAL
0.00
0.00
-99.18
0.00
0.00
0.00
1
DEAD
GLOBAL
0.00
0.00
-221.90
0.00
0.00
0.00
1
VIENTO 180
GLOBAL
-569.39
0.00
0.00
0.00
0.00
0.00
1
DEAD
GLOBAL
0.00
0.00
-104.42
0.00
0.00
0.00
2
VIENTO 90
GLOBAL
0.00
67.88
0.00
0.00
0.00
0.00
2
VIENTO 0
GLOBAL
77.81
0.00
0.00
0.00
0.00
0.00
2
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
2
DEAD
GLOBAL
0.00
0.00
-6.03
0.00
0.00
0.00
2
DEAD
GLOBAL
0.00
0.00
-12.15
0.00
0.00
0.00
2
LIVE
GLOBAL
0.00
0.00
-100.00
0.00
0.00
0.00
2
VIENTO 180
GLOBAL
-46.37
0.00
0.00
0.00
0.00
0.00
2
RF 0
GLOBAL
350.68
-52.18
-74.64
0.00
0.00
0.00
2
RF 180
GLOBAL
-350.68
52.18
-74.64
0.00
0.00
0.00
2
RF 90
GLOBAL
-52.18
410.92
-74.64
0.00
0.00
0.00
2
DEAD
GLOBAL
0.00
0.00
-30.95
0.00
0.00
0.00
3
VIENTO 0
GLOBAL
934.24
0.00
0.00
0.00
0.00
0.00
3
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
3
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
3
DEAD
GLOBAL
0.00
0.00
-99.18
0.00
0.00
0.00
3
DEAD
GLOBAL
0.00
0.00
-221.90
0.00
0.00
0.00
3
VIENTO 180
GLOBAL
-569.39
0.00
0.00
0.00
0.00
0.00
3
FEEDER 180
GLOBAL
-94.03
0.00
-13.82
0.00
0.00
0.00
3
FEEDER 0
GLOBAL
94.03
0.00
-13.82
0.00
0.00
0.00
3
FEEDER 90
GLOBAL
0.00
94.03
-13.82
0.00
0.00
0.00
3
DEAD
GLOBAL
0.00
0.00
-104.42
0.00
0.00
0.00
4
VIENTO 0
GLOBAL
77.81
0.00
0.00
0.00
0.00
0.00
4
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
4
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
4
DEAD
GLOBAL
0.00
0.00
-6.03
0.00
0.00
0.00
4
DEAD
GLOBAL
0.00
0.00
-12.15
0.00
0.00
0.00
4
LIVE
GLOBAL
0.00
0.00
-100.00
0.00
0.00
0.00
4
VIENTO 180
GLOBAL
-46.37
0.00
0.00
0.00
0.00
0.00
4
FEEDER 0
GLOBAL
36.80
0.00
-3.61
0.00
0.00
0.00
4
FEEDER 180
GLOBAL
-36.80
0.00
-3.61
0.00
0.00
0.00
4
FEEDER 90
GLOBAL
0.00
36.80
-3.61
0.00
0.00
0.00
4
RF 0
GLOBAL
164.98
13.31
-30.35
0.00
0.00
0.00
4
RF 180
GLOBAL
-164.98
-13.31
-30.35
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
4
RF 90
GLOBAL
13.31
180.34
-30.35
0.00
0.00
0.00
4
DEAD
GLOBAL
0.00
0.00
-30.95
0.00
0.00
0.00
5
VIENTO 90
GLOBAL
0.00
828.40
0.00
0.00
0.00
0.00
5
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
5
DEAD
GLOBAL
0.00
0.00
-99.18
0.00
0.00
0.00
5
DEAD
GLOBAL
0.00
0.00
-221.90
0.00
0.00
0.00
5
VIENTO 180
GLOBAL
-569.39
0.00
0.00
0.00
0.00
0.00
5
FEEDER 180
GLOBAL
-94.03
0.00
-13.82
0.00
0.00
0.00
5
FEEDER 0
GLOBAL
94.03
0.00
-13.82
0.00
0.00
0.00
5
FEEDER 90
GLOBAL
0.00
94.03
-13.82
0.00
0.00
0.00
5
DEAD
GLOBAL
0.00
0.00
-104.42
0.00
0.00
0.00
6
VIENTO 90
GLOBAL
0.00
67.88
0.00
0.00
0.00
0.00
6
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
6
DEAD
GLOBAL
0.00
0.00
-6.03
0.00
0.00
0.00
6
DEAD
GLOBAL
0.00
0.00
-12.15
0.00
0.00
0.00
6
LIVE
GLOBAL
0.00
0.00
-100.00
0.00
0.00
0.00
6
VIENTO 180
GLOBAL
-46.37
0.00
0.00
0.00
0.00
0.00
6
FEEDER 0
GLOBAL
36.80
0.00
-3.61
0.00
0.00
0.00
6
FEEDER 180
GLOBAL
-36.80
0.00
-3.61
0.00
0.00
0.00
6
FEEDER 90
GLOBAL
0.00
36.80
-3.61
0.00
0.00
0.00
6
RF 0
GLOBAL
343.79
-38.53
-55.35
0.00
0.00
0.00
6
RF 180
GLOBAL
-343.79
38.53
-55.35
0.00
0.00
0.00
6
RF 90
GLOBAL
-38.53
285.02
-55.35
0.00
0.00
0.00
6
DEAD
GLOBAL
0.00
0.00
-30.95
0.00
0.00
0.00
7
DEAD
GLOBAL
0.00
0.00
-443.80
0.00
0.00
0.00
8
DEAD
GLOBAL
0.00
0.00
-443.80
0.00
0.00
0.00
9
DEAD
GLOBAL
0.00
0.00
-443.80
0.00
0.00
0.00
10
DEAD
GLOBAL
0.00
0.00
-402.77
0.00
0.00
0.00
11
DEAD
GLOBAL
0.00
0.00
-402.77
0.00
0.00
0.00
12
DEAD
GLOBAL
0.00
0.00
-402.77
0.00
0.00
0.00
13
DEAD
GLOBAL
0.00
0.00
-361.73
0.00
0.00
0.00
14
DEAD
GLOBAL
0.00
0.00
-361.73
0.00
0.00
0.00
15
DEAD
GLOBAL
0.00
0.00
-361.73
0.00
0.00
0.00
16
DEAD
GLOBAL
0.00
0.00
-308.53
0.00
0.00
0.00
17
DEAD
GLOBAL
0.00
0.00
-308.53
0.00
0.00
0.00
18
DEAD
GLOBAL
0.00
0.00
-308.53
0.00
0.00
0.00
19
DEAD
GLOBAL
0.00
0.00
-255.34
0.00
0.00
0.00
19
PLATAFORMA
GLOBAL
0.00
0.00
-150.00
0.00
0.00
0.00
20
DEAD
GLOBAL
0.00
0.00
-255.34
0.00
0.00
0.00
20
PLATAFORMA
GLOBAL
0.00
0.00
-150.00
0.00
0.00
0.00
21
DEAD
GLOBAL
0.00
0.00
-255.34
0.00
0.00
0.00
22
DEAD
GLOBAL
0.00
0.00
-212.48
0.00
0.00
0.00
23
DEAD
GLOBAL
0.00
0.00
-212.48
0.00
0.00
0.00
24
DEAD
GLOBAL
0.00
0.00
-212.48
0.00
0.00
0.00
25
DEAD
GLOBAL
0.00
0.00
-132.99
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
26
DEAD
GLOBAL
0.00
0.00
-132.99
0.00
0.00
0.00
27
DEAD
GLOBAL
0.00
0.00
-132.99
0.00
0.00
0.00
28
DEAD
GLOBAL
0.00
0.00
-82.07
0.00
0.00
0.00
29
DEAD
GLOBAL
0.00
0.00
-82.07
0.00
0.00
0.00
30
DEAD
GLOBAL
0.00
0.00
-82.07
0.00
0.00
0.00
31
DEAD
GLOBAL
0.00
0.00
-46.04
0.00
0.00
0.00
31
DEAD
GLOBAL
0.00
0.00
-30.95
0.00
0.00
0.00
32
DEAD
GLOBAL
0.00
0.00
-46.04
0.00
0.00
0.00
32
DEAD
GLOBAL
0.00
0.00
-30.95
0.00
0.00
0.00
33
DEAD
GLOBAL
0.00
0.00
-46.04
0.00
0.00
0.00
33
DEAD
GLOBAL
0.00
0.00
-30.95
0.00
0.00
0.00
37
VIENTO 90
GLOBAL
0.00
1559.42
0.00
0.00
0.00
0.00
37
VIENTO 0
GLOBAL
1757.60
0.00
0.00
0.00
0.00
0.00
37
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
37
DEAD
GLOBAL
0.00
0.00
-188.30
0.00
0.00
0.00
37
VIENTO 180
GLOBAL
-1072.11
0.00
0.00
0.00
0.00
0.00
38
VIENTO 0
GLOBAL
1757.60
0.00
0.00
0.00
0.00
0.00
38
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
38
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
38
DEAD
GLOBAL
0.00
0.00
-188.30
0.00
0.00
0.00
38
VIENTO 180
GLOBAL
-1072.11
0.00
0.00
0.00
0.00
0.00
38
FEEDER 0
GLOBAL
179.55
0.00
-26.32
0.00
0.00
0.00
38
FEEDER 180
GLOBAL
-179.55
0.00
-26.32
0.00
0.00
0.00
38
FEEDER 90
GLOBAL
0.00
179.55
-26.32
0.00
0.00
0.00
34
VIENTO 90
GLOBAL
0.00
1381.32
0.00
0.00
0.00
0.00
34
VIENTO 0
GLOBAL
1560.55
0.00
0.00
0.00
0.00
0.00
34
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
34
DEAD
GLOBAL
0.00
0.00
-168.92
0.00
0.00
0.00
34
VIENTO 180
GLOBAL
-948.82
0.00
0.00
0.00
0.00
0.00
35
VIENTO 0
GLOBAL
1560.55
0.00
0.00
0.00
0.00
0.00
35
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
35
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
35
DEAD
GLOBAL
0.00
0.00
-168.92
0.00
0.00
0.00
35
VIENTO 180
GLOBAL
-948.82
0.00
0.00
0.00
0.00
0.00
35
FEEDER 180
GLOBAL
-173.10
0.00
-23.76
0.00
0.00
0.00
35
FEEDER 0
GLOBAL
173.10
0.00
-23.76
0.00
0.00
0.00
35
FEEDER 90
GLOBAL
0.00
173.10
-23.76
0.00
0.00
0.00
54
DEAD
GLOBAL
0.00
0.00
-127.49
0.00
0.00
0.00
55
DEAD
GLOBAL
0.00
0.00
-127.49
0.00
0.00
0.00
70
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
71
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
72
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
73
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
74
VIENTO 90
GLOBAL
0.00
1226.93
0.00
0.00
0.00
0.00
74
VIENTO 0
GLOBAL
1386.48
0.00
0.00
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
74
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
74
DEAD
GLOBAL
0.00
0.00
-133.41
0.00
0.00
0.00
74
VIENTO 180
GLOBAL
-842.69
0.00
0.00
0.00
0.00
0.00
75
VIENTO 0
GLOBAL
1386.48
0.00
0.00
0.00
0.00
0.00
75
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
75
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
75
DEAD
GLOBAL
0.00
0.00
-133.41
0.00
0.00
0.00
75
VIENTO 180
GLOBAL
-842.69
0.00
0.00
0.00
0.00
0.00
75
FEEDER 0
GLOBAL
172.88
0.00
-21.39
0.00
0.00
0.00
75
FEEDER 180
GLOBAL
-172.88
0.00
-21.39
0.00
0.00
0.00
75
FEEDER 90
GLOBAL
0.00
172.88
-21.39
0.00
0.00
0.00
80
DEAD
GLOBAL
0.00
0.00
-71.36
0.00
0.00
0.00
81
DEAD
GLOBAL
0.00
0.00
-71.36
0.00
0.00
0.00
90
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
91
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
92
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
93
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
94
VIENTO 90
GLOBAL
0.00
922.55
0.00
0.00
0.00
0.00
94
VIENTO 0
GLOBAL
1038.98
0.00
0.00
0.00
0.00
0.00
94
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
94
DEAD
GLOBAL
0.00
0.00
-123.57
0.00
0.00
0.00
94
VIENTO 180
GLOBAL
-634.45
0.00
0.00
0.00
0.00
0.00
95
VIENTO 0
GLOBAL
1038.98
0.00
0.00
0.00
0.00
0.00
95
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
95
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
95
DEAD
GLOBAL
0.00
0.00
-123.57
0.00
0.00
0.00
95
VIENTO 180
GLOBAL
-634.45
0.00
0.00
0.00
0.00
0.00
95
FEEDER 0
GLOBAL
157.09
0.00
-17.31
0.00
0.00
0.00
95
FEEDER 180
GLOBAL
-157.09
0.00
-17.31
0.00
0.00
0.00
95
FEEDER 90
GLOBAL
0.00
157.09
-17.31
0.00
0.00
0.00
97
VIENTO 90
GLOBAL
0.00
1089.34
0.00
0.00
0.00
0.00
97
VIENTO 0
GLOBAL
1230.09
0.00
0.00
0.00
0.00
0.00
97
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
97
DEAD
GLOBAL
0.00
0.00
-118.62
0.00
0.00
0.00
97
VIENTO 180
GLOBAL
-748.40
0.00
0.00
0.00
0.00
0.00
98
VIENTO 0
GLOBAL
1230.09
0.00
0.00
0.00
0.00
0.00
98
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
98
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
98
DEAD
GLOBAL
0.00
0.00
-118.62
0.00
0.00
0.00
98
VIENTO 180
GLOBAL
-748.40
0.00
0.00
0.00
0.00
0.00
98
FEEDER 180
GLOBAL
-166.30
0.00
-19.22
0.00
0.00
0.00
98
FEEDER 0
GLOBAL
166.30
0.00
-19.22
0.00
0.00
0.00
98
FEEDER 90
GLOBAL
0.00
166.30
-19.22
0.00
0.00
0.00
98
MW90
GLOBAL
0.00
22.67
-60.00
0.00
0.00
0.00
98
MW180
GLOBAL
-22.67
0.00
-60.00
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
98
MW0
GLOBAL
22.67
0.00
-60.00
0.00
0.00
0.00
103
DEAD
GLOBAL
0.00
0.00
-64.39
0.00
0.00
0.00
104
DEAD
GLOBAL
0.00
0.00
-64.39
0.00
0.00
0.00
113
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
114
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
115
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
116
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
120
DEAD
GLOBAL
0.00
0.00
-33.29
0.00
0.00
0.00
121
DEAD
GLOBAL
0.00
0.00
-33.29
0.00
0.00
0.00
121
MW0
GLOBAL
225.34
-212.22
-97.50
0.00
0.00
0.00
121
MW90
GLOBAL
-8.66
131.44
-97.50
0.00
0.00
0.00
121
MW180
GLOBAL
-131.44
8.66
-97.50
0.00
0.00
0.00
126
DEAD
GLOBAL
0.00
0.00
-6.23
0.00
0.00
0.00
126
MW0
GLOBAL
225.34
-212.22
-97.50
0.00
0.00
0.00
126
MW90
GLOBAL
-8.66
131.44
-97.50
0.00
0.00
0.00
126
MW180
GLOBAL
-131.44
8.66
-97.50
0.00
0.00
0.00
127
DEAD
GLOBAL
0.00
0.00
-6.23
0.00
0.00
0.00
127
MW90
GLOBAL
0.00
22.67
-60.00
0.00
0.00
0.00
127
MW180
GLOBAL
-22.67
0.00
-60.00
0.00
0.00
0.00
127
MW0
GLOBAL
22.67
0.00
-60.00
0.00
0.00
0.00
128
VIENTO 90
GLOBAL
0.00
746.48
0.00
0.00
0.00
0.00
128
VIENTO 0
GLOBAL
830.08
0.00
0.00
0.00
0.00
0.00
128
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
128
DEAD
GLOBAL
0.00
0.00
-106.93
0.00
0.00
0.00
128
VIENTO 180
GLOBAL
-515.79
0.00
0.00
0.00
0.00
0.00
129
VIENTO 0
GLOBAL
830.08
0.00
0.00
0.00
0.00
0.00
129
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
129
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
129
DEAD
GLOBAL
0.00
0.00
-106.93
0.00
0.00
0.00
129
VIENTO 180
GLOBAL
-515.79
0.00
0.00
0.00
0.00
0.00
129
FEEDER 180
GLOBAL
-146.74
0.00
-15.62
0.00
0.00
0.00
129
FEEDER 0
GLOBAL
146.74
0.00
-15.62
0.00
0.00
0.00
129
FEEDER 90
GLOBAL
0.00
146.74
-15.62
0.00
0.00
0.00
131
VIENTO 90
GLOBAL
0.00
614.86
0.00
0.00
0.00
0.00
131
VIENTO 0
GLOBAL
682.05
0.00
0.00
0.00
0.00
0.00
131
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
131
DEAD
GLOBAL
0.00
0.00
-83.57
0.00
0.00
0.00
131
VIENTO 180
GLOBAL
-425.23
0.00
0.00
0.00
0.00
0.00
132
VIENTO 0
GLOBAL
682.05
0.00
0.00
0.00
0.00
0.00
132
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
132
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
132
DEAD
GLOBAL
0.00
0.00
-83.57
0.00
0.00
0.00
132
VIENTO 180
GLOBAL
-425.23
0.00
0.00
0.00
0.00
0.00
132
FEEDER 0
GLOBAL
135.59
0.00
-14.06
0.00
0.00
0.00
132
FEEDER 180
GLOBAL
-135.59
0.00
-14.06
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
132
FEEDER 90
GLOBAL
0.00
135.59
-14.06
0.00
0.00
0.00
134
VIENTO 90
GLOBAL
0.00
491.02
0.00
0.00
0.00
0.00
134
VIENTO 0
GLOBAL
547.81
0.00
0.00
0.00
0.00
0.00
134
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
134
DEAD
GLOBAL
0.00
0.00
-61.41
0.00
0.00
0.00
134
VIENTO 180
GLOBAL
-338.87
0.00
0.00
0.00
0.00
0.00
135
VIENTO 0
GLOBAL
547.81
0.00
0.00
0.00
0.00
0.00
135
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
135
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
135
DEAD
GLOBAL
0.00
0.00
-61.41
0.00
0.00
0.00
135
VIENTO 180
GLOBAL
-338.87
0.00
0.00
0.00
0.00
0.00
135
FEEDER 180
GLOBAL
-124.58
0.00
-12.65
0.00
0.00
0.00
135
FEEDER 0
GLOBAL
124.58
0.00
-12.65
0.00
0.00
0.00
135
FEEDER 90
GLOBAL
0.00
124.58
-12.65
0.00
0.00
0.00
137
VIENTO 90
GLOBAL
0.00
388.36
0.00
0.00
0.00
0.00
137
VIENTO 0
GLOBAL
435.57
0.00
0.00
0.00
0.00
0.00
137
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
137
DEAD
GLOBAL
0.00
0.00
-44.05
0.00
0.00
0.00
137
VIENTO 180
GLOBAL
-267.49
0.00
0.00
0.00
0.00
0.00
138
VIENTO 0
GLOBAL
435.57
0.00
0.00
0.00
0.00
0.00
138
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
138
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
138
DEAD
GLOBAL
0.00
0.00
-44.05
0.00
0.00
0.00
138
VIENTO 180
GLOBAL
-267.49
0.00
0.00
0.00
0.00
0.00
138
FEEDER 0
GLOBAL
113.75
0.00
-11.37
0.00
0.00
0.00
138
FEEDER 180
GLOBAL
-113.75
0.00
-11.37
0.00
0.00
0.00
138
FEEDER 90
GLOBAL
0.00
113.75
-11.37
0.00
0.00
0.00
140
VIENTO 90
GLOBAL
0.00
327.32
0.00
0.00
0.00
0.00
140
VIENTO 0
GLOBAL
369.67
0.00
0.00
0.00
0.00
0.00
140
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
140
DEAD
GLOBAL
0.00
0.00
-33.34
0.00
0.00
0.00
140
VIENTO 180
GLOBAL
-224.86
0.00
0.00
0.00
0.00
0.00
141
VIENTO 0
GLOBAL
369.67
0.00
0.00
0.00
0.00
0.00
141
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
141
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
141
DEAD
GLOBAL
0.00
0.00
-33.34
0.00
0.00
0.00
141
VIENTO 180
GLOBAL
-224.86
0.00
0.00
0.00
0.00
0.00
141
FEEDER 180
GLOBAL
-103.57
0.00
-10.23
0.00
0.00
0.00
141
FEEDER 0
GLOBAL
103.57
0.00
-10.23
0.00
0.00
0.00
141
FEEDER 90
GLOBAL
0.00
103.57
-10.23
0.00
0.00
0.00
143
VIENTO 90
GLOBAL
0.00
268.57
0.00
0.00
0.00
0.00
143
VIENTO 0
GLOBAL
303.60
0.00
0.00
0.00
0.00
0.00
143
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
143
DEAD
GLOBAL
0.00
0.00
-27.60
0.00
0.00
0.00
143
VIENTO 180
GLOBAL
-184.44
0.00
0.00
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
144
VIENTO 0
GLOBAL
303.60
0.00
0.00
0.00
0.00
0.00
144
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
144
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
144
DEAD
GLOBAL
0.00
0.00
-27.60
0.00
0.00
0.00
144
VIENTO 180
GLOBAL
-184.44
0.00
0.00
0.00
0.00
0.00
144
FEEDER 0
GLOBAL
94.33
0.00
-9.24
0.00
0.00
0.00
144
FEEDER 180
GLOBAL
-94.33
0.00
-9.24
0.00
0.00
0.00
144
FEEDER 90
GLOBAL
0.00
94.33
-9.24
0.00
0.00
0.00
146
VIENTO 90
GLOBAL
0.00
221.13
0.00
0.00
0.00
0.00
146
VIENTO 0
GLOBAL
249.46
0.00
0.00
0.00
0.00
0.00
146
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
146
DEAD
GLOBAL
0.00
0.00
-21.82
0.00
0.00
0.00
146
VIENTO 180
GLOBAL
-151.97
0.00
0.00
0.00
0.00
0.00
147
VIENTO 0
GLOBAL
249.46
0.00
0.00
0.00
0.00
0.00
147
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
147
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
147
DEAD
GLOBAL
0.00
0.00
-21.82
0.00
0.00
0.00
147
VIENTO 180
GLOBAL
-151.97
0.00
0.00
0.00
0.00
0.00
147
FEEDER 180
GLOBAL
-85.26
0.00
-8.30
0.00
0.00
0.00
147
FEEDER 0
GLOBAL
85.26
0.00
-8.30
0.00
0.00
0.00
147
FEEDER 90
GLOBAL
0.00
85.26
-8.30
0.00
0.00
0.00
149
VIENTO 90
GLOBAL
0.00
186.42
0.00
0.00
0.00
0.00
149
VIENTO 0
GLOBAL
211.76
0.00
0.00
0.00
0.00
0.00
149
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
149
DEAD
GLOBAL
0.00
0.00
-19.62
0.00
0.00
0.00
149
VIENTO 180
GLOBAL
-127.79
0.00
0.00
0.00
0.00
0.00
150
VIENTO 0
GLOBAL
211.76
0.00
0.00
0.00
0.00
0.00
150
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
150
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
150
DEAD
GLOBAL
0.00
0.00
-19.62
0.00
0.00
0.00
150
VIENTO 180
GLOBAL
-127.79
0.00
0.00
0.00
0.00
0.00
150
FEEDER 0
GLOBAL
76.73
0.00
-7.47
0.00
0.00
0.00
150
FEEDER 180
GLOBAL
-76.73
0.00
-7.47
0.00
0.00
0.00
150
FEEDER 90
GLOBAL
0.00
76.73
-7.47
0.00
0.00
0.00
152
VIENTO 90
GLOBAL
0.00
140.98
0.00
0.00
0.00
0.00
152
VIENTO 0
GLOBAL
161.38
0.00
0.00
0.00
0.00
0.00
152
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
152
DEAD
GLOBAL
0.00
0.00
-15.47
0.00
0.00
0.00
152
VIENTO 180
GLOBAL
-96.36
0.00
0.00
0.00
0.00
0.00
153
VIENTO 0
GLOBAL
161.38
0.00
0.00
0.00
0.00
0.00
153
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
153
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
153
DEAD
GLOBAL
0.00
0.00
-15.47
0.00
0.00
0.00
153
VIENTO 180
GLOBAL
-96.36
0.00
0.00
0.00
0.00
0.00
153
FEEDER 180
GLOBAL
-69.18
0.00
-6.73
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
153
FEEDER 0
GLOBAL
69.18
0.00
-6.73
0.00
0.00
0.00
153
FEEDER 90
GLOBAL
0.00
69.18
-6.73
0.00
0.00
0.00
155
VIENTO 90
GLOBAL
0.00
111.33
0.00
0.00
0.00
0.00
155
VIENTO 0
GLOBAL
127.25
0.00
0.00
0.00
0.00
0.00
155
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
155
DEAD
GLOBAL
0.00
0.00
-11.73
0.00
0.00
0.00
155
VIENTO 180
GLOBAL
-76.13
0.00
0.00
0.00
0.00
0.00
156
VIENTO 0
GLOBAL
127.25
0.00
0.00
0.00
0.00
0.00
156
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
156
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
156
DEAD
GLOBAL
0.00
0.00
-11.73
0.00
0.00
0.00
156
VIENTO 180
GLOBAL
-76.13
0.00
0.00
0.00
0.00
0.00
156
FEEDER 0
GLOBAL
62.31
0.00
-6.06
0.00
0.00
0.00
156
FEEDER 180
GLOBAL
-62.31
0.00
-6.06
0.00
0.00
0.00
156
FEEDER 90
GLOBAL
0.00
62.31
-6.06
0.00
0.00
0.00
158
PLATAFORMA
GLOBAL
0.00
0.00
-166.67
0.00
0.00
0.00
158
VIENTO 90
GLOBAL
0.00
120.33
0.00
0.00
0.00
0.00
158
VIENTO 0
GLOBAL
137.76
0.00
0.00
0.00
0.00
0.00
158
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
158
DEAD
GLOBAL
0.00
0.00
-11.59
0.00
0.00
0.00
158
VIENTO 180
GLOBAL
-82.24
0.00
0.00
0.00
0.00
0.00
158
RF 90
GLOBAL
-80.39
532.37
-122.64
0.00
0.00
0.00
158
RF 0
GLOBAL
439.55
-80.39
-122.64
0.00
0.00
0.00
158
RF 180
GLOBAL
-439.55
80.39
-122.64
0.00
0.00
0.00
159
PLATAFORMA
GLOBAL
0.00
0.00
-166.67
0.00
0.00
0.00
159
VIENTO 0
GLOBAL
137.76
0.00
0.00
0.00
0.00
0.00
159
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
159
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
159
DEAD
GLOBAL
0.00
0.00
-11.59
0.00
0.00
0.00
159
VIENTO 180
GLOBAL
-82.24
0.00
0.00
0.00
0.00
0.00
159
FEEDER 180
GLOBAL
-66.27
0.00
-6.47
0.00
0.00
0.00
159
FEEDER 0
GLOBAL
66.27
0.00
-6.47
0.00
0.00
0.00
159
FEEDER 90
GLOBAL
0.00
66.67
-6.47
0.00
0.00
0.00
159
RF 0
GLOBAL
253.85
41.52
-78.35
0.00
0.00
0.00
159
RF 180
GLOBAL
-253.85
-41.52
-78.35
0.00
0.00
0.00
159
RF 90
GLOBAL
41.52
301.79
-78.35
0.00
0.00
0.00
289
VIENTO 90
GLOBAL
0.00
1559.42
0.00
0.00
0.00
0.00
289
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
289
DEAD
GLOBAL
0.00
0.00
-188.30
0.00
0.00
0.00
289
VIENTO 180
GLOBAL
-1072.11
0.00
0.00
0.00
0.00
0.00
289
FEEDER 0
GLOBAL
179.55
0.00
-26.32
0.00
0.00
0.00
289
FEEDER 180
GLOBAL
-179.55
0.00
-26.32
0.00
0.00
0.00
289
FEEDER 90
GLOBAL
0.00
179.55
-26.32
0.00
0.00
0.00
301
VIENTO 90
GLOBAL
0.00
1381.32
0.00
0.00
0.00
0.00
301
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
301
DEAD
GLOBAL
0.00
0.00
-168.92
0.00
0.00
0.00
301
VIENTO 180
GLOBAL
-948.82
0.00
0.00
0.00
0.00
0.00
301
FEEDER 180
GLOBAL
-173.10
0.00
-23.76
0.00
0.00
0.00
301
FEEDER 0
GLOBAL
173.10
0.00
-23.76
0.00
0.00
0.00
301
FEEDER 90
GLOBAL
0.00
173.10
-23.76
0.00
0.00
0.00
302
DEAD
GLOBAL
0.00
0.00
-127.49
0.00
0.00
0.00
307
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
308
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
309
VIENTO 90
GLOBAL
0.00
1226.93
0.00
0.00
0.00
0.00
309
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
309
DEAD
GLOBAL
0.00
0.00
-133.41
0.00
0.00
0.00
309
VIENTO 180
GLOBAL
-842.69
0.00
0.00
0.00
0.00
0.00
309
FEEDER 0
GLOBAL
172.88
0.00
-21.39
0.00
0.00
0.00
309
FEEDER 180
GLOBAL
-172.88
0.00
-21.39
0.00
0.00
0.00
309
FEEDER 90
GLOBAL
0.00
172.88
-21.39
0.00
0.00
0.00
310
DEAD
GLOBAL
0.00
0.00
-71.36
0.00
0.00
0.00
315
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
316
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
317
VIENTO 90
GLOBAL
0.00
1089.34
0.00
0.00
0.00
0.00
317
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
317
DEAD
GLOBAL
0.00
0.00
-118.62
0.00
0.00
0.00
317
VIENTO 180
GLOBAL
-748.40
0.00
0.00
0.00
0.00
0.00
317
FEEDER 180
GLOBAL
-166.30
0.00
-19.22
0.00
0.00
0.00
317
FEEDER 0
GLOBAL
166.30
0.00
-19.22
0.00
0.00
0.00
317
FEEDER 90
GLOBAL
0.00
166.30
-19.22
0.00
0.00
0.00
319
DEAD
GLOBAL
0.00
0.00
-64.39
0.00
0.00
0.00
324
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
325
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
326
VIENTO 90
GLOBAL
0.00
922.55
0.00
0.00
0.00
0.00
326
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
326
DEAD
GLOBAL
0.00
0.00
-123.57
0.00
0.00
0.00
326
VIENTO 180
GLOBAL
-634.45
0.00
0.00
0.00
0.00
0.00
326
FEEDER 0
GLOBAL
157.09
0.00
-17.31
0.00
0.00
0.00
326
FEEDER 180
GLOBAL
-157.09
0.00
-17.31
0.00
0.00
0.00
326
FEEDER 90
GLOBAL
0.00
157.09
-17.31
0.00
0.00
0.00
328
DEAD
GLOBAL
0.00
0.00
-33.29
0.00
0.00
0.00
331
DEAD
GLOBAL
0.00
0.00
-6.23
0.00
0.00
0.00
332
VIENTO 90
GLOBAL
0.00
746.48
0.00
0.00
0.00
0.00
332
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
332
DEAD
GLOBAL
0.00
0.00
-106.93
0.00
0.00
0.00
332
VIENTO 180
GLOBAL
-515.79
0.00
0.00
0.00
0.00
0.00
332
FEEDER 180
GLOBAL
-146.74
0.00
-15.62
0.00
0.00
0.00
332
FEEDER 0
GLOBAL
146.74
0.00
-15.62
0.00
0.00
0.00
332
FEEDER 90
GLOBAL
0.00
146.74
-15.62
0.00
0.00
0.00
333
VIENTO 90
GLOBAL
0.00
614.86
0.00
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
333
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
333
DEAD
GLOBAL
0.00
0.00
-83.57
0.00
0.00
0.00
333
VIENTO 180
GLOBAL
-425.23
0.00
0.00
0.00
0.00
0.00
333
FEEDER 0
GLOBAL
135.59
0.00
-14.06
0.00
0.00
0.00
333
FEEDER 180
GLOBAL
-135.59
0.00
-14.06
0.00
0.00
0.00
333
FEEDER 90
GLOBAL
0.00
135.59
-14.06
0.00
0.00
0.00
334
VIENTO 90
GLOBAL
0.00
491.02
0.00
0.00
0.00
0.00
334
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
334
DEAD
GLOBAL
0.00
0.00
-61.41
0.00
0.00
0.00
334
VIENTO 180
GLOBAL
-338.87
0.00
0.00
0.00
0.00
0.00
334
FEEDER 180
GLOBAL
-124.58
0.00
-12.65
0.00
0.00
0.00
334
FEEDER 0
GLOBAL
124.58
0.00
-12.65
0.00
0.00
0.00
334
FEEDER 90
GLOBAL
0.00
124.58
-12.65
0.00
0.00
0.00
335
VIENTO 90
GLOBAL
0.00
388.36
0.00
0.00
0.00
0.00
335
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
335
DEAD
GLOBAL
0.00
0.00
-44.05
0.00
0.00
0.00
335
VIENTO 180
GLOBAL
-267.49
0.00
0.00
0.00
0.00
0.00
335
FEEDER 0
GLOBAL
113.75
0.00
-11.37
0.00
0.00
0.00
335
FEEDER 180
GLOBAL
-113.75
0.00
-11.37
0.00
0.00
0.00
335
FEEDER 90
GLOBAL
0.00
113.75
-11.37
0.00
0.00
0.00
336
VIENTO 90
GLOBAL
0.00
327.32
0.00
0.00
0.00
0.00
336
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
336
DEAD
GLOBAL
0.00
0.00
-33.34
0.00
0.00
0.00
336
VIENTO 180
GLOBAL
-224.86
0.00
0.00
0.00
0.00
0.00
336
FEEDER 180
GLOBAL
-103.57
0.00
-10.23
0.00
0.00
0.00
336
FEEDER 0
GLOBAL
103.57
0.00
-10.23
0.00
0.00
0.00
336
FEEDER 90
GLOBAL
0.00
103.57
-10.23
0.00
0.00
0.00
337
VIENTO 90
GLOBAL
0.00
268.57
0.00
0.00
0.00
0.00
337
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
337
DEAD
GLOBAL
0.00
0.00
-27.60
0.00
0.00
0.00
337
VIENTO 180
GLOBAL
-184.44
0.00
0.00
0.00
0.00
0.00
337
FEEDER 0
GLOBAL
94.33
0.00
-9.24
0.00
0.00
0.00
337
FEEDER 180
GLOBAL
-94.33
0.00
-9.24
0.00
0.00
0.00
337
FEEDER 90
GLOBAL
0.00
94.33
-9.24
0.00
0.00
0.00
338
VIENTO 90
GLOBAL
0.00
221.13
0.00
0.00
0.00
0.00
338
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
338
DEAD
GLOBAL
0.00
0.00
-21.82
0.00
0.00
0.00
338
VIENTO 180
GLOBAL
-151.97
0.00
0.00
0.00
0.00
0.00
338
FEEDER 180
GLOBAL
-85.26
0.00
-8.30
0.00
0.00
0.00
338
FEEDER 0
GLOBAL
85.26
0.00
-8.30
0.00
0.00
0.00
338
FEEDER 90
GLOBAL
0.00
85.26
-8.30
0.00
0.00
0.00
339
VIENTO 90
GLOBAL
0.00
186.42
0.00
0.00
0.00
0.00
339
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
339
DEAD
GLOBAL
0.00
0.00
-19.62
0.00
0.00
0.00
339
VIENTO 180
GLOBAL
-127.79
0.00
0.00
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
339
FEEDER 0
GLOBAL
76.73
0.00
-7.47
0.00
0.00
0.00
339
FEEDER 180
GLOBAL
-76.73
0.00
-7.47
0.00
0.00
0.00
339
FEEDER 90
GLOBAL
0.00
76.73
-7.47
0.00
0.00
0.00
340
VIENTO 90
GLOBAL
0.00
140.98
0.00
0.00
0.00
0.00
340
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
340
DEAD
GLOBAL
0.00
0.00
-15.47
0.00
0.00
0.00
340
VIENTO 180
GLOBAL
-96.36
0.00
0.00
0.00
0.00
0.00
340
FEEDER 180
GLOBAL
-69.18
0.00
-6.73
0.00
0.00
0.00
340
FEEDER 0
GLOBAL
69.18
0.00
-6.73
0.00
0.00
0.00
340
FEEDER 90
GLOBAL
0.00
69.18
-6.73
0.00
0.00
0.00
341
VIENTO 90
GLOBAL
0.00
111.33
0.00
0.00
0.00
0.00
341
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
341
DEAD
GLOBAL
0.00
0.00
-11.73
0.00
0.00
0.00
341
VIENTO 180
GLOBAL
-76.13
0.00
0.00
0.00
0.00
0.00
341
FEEDER 0
GLOBAL
62.31
0.00
-6.06
0.00
0.00
0.00
341
FEEDER 180
GLOBAL
-62.31
0.00
-6.06
0.00
0.00
0.00
341
FEEDER 90
GLOBAL
0.00
62.31
-6.06
0.00
0.00
0.00
342
PLATAFORMA
GLOBAL
0.00
0.00
-166.67
0.00
0.00
0.00
342
VIENTO 90
GLOBAL
0.00
120.33
0.00
0.00
0.00
0.00
342
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
342
DEAD
GLOBAL
0.00
0.00
-11.59
0.00
0.00
0.00
342
VIENTO 180
GLOBAL
-82.24
0.00
0.00
0.00
0.00
0.00
342
FEEDER 180
GLOBAL
-66.27
0.00
-6.47
0.00
0.00
0.00
342
FEEDER 0
GLOBAL
66.27
0.00
-6.47
0.00
0.00
0.00
342
FEEDER 90
GLOBAL
0.00
66.67
-6.47
0.00
0.00
0.00
342
RF 0
GLOBAL
481.53
-38.53
-103.35
0.00
0.00
0.00
342
RF 180
GLOBAL
-481.53
38.53
-103.35
0.00
0.00
0.00
342
RF 90
GLOBAL
-38.53
357.60
-103.35
0.00
0.00
0.00
377
DEAD
GLOBAL
0.00
0.00
-141.75
0.00
0.00
0.00
378
DEAD
GLOBAL
0.00
0.00
-141.75
0.00
0.00
0.00
387
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
388
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
389
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
390
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
396
DEAD
GLOBAL
0.00
0.00
-141.75
0.00
0.00
0.00
397
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
398
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
7.- REACCIONES DE DISEÑO 7.1.-
Reacciones Basales OutputCase Text DEAD LIVE ESCALERAS PLATAFORMA VIENTO 0 VIENTO 90 VIENTO 180 FEEDER 0 FEEDER 90 FEEDER 180 RF 0 RF 90 RF 180 MW0 MW90 MW180 D+L+W0 D+L+W90 D+L+W180
7.2.-
CaseType
GlobalFX
Text LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination
Kgf 0.00 0.00 0.00 0.00 -24084.28 0.00 22060.20 -4116.12 0.00 4116.12 -2034.37 154.80 2034.37 -496.01 17.31 308.21 -30730.78 172.11 28518.90
TABLE: Base Reactions GlobalFY GlobalFZ Kgf 0.00 0.00 0.00 0.00 0.00 -21385.28 0.00 0.00 -4116.92 0.00 154.80 -2068.04 -154.80 424.44 -308.21 -17.31 579.24 -27878.45 -172.11
Kgf 13313.03 300.00 1050.00 800.00 0.00 0.00 0.00 467.26 467.26 467.26 464.68 464.68 464.68 315.00 315.00 315.00 16709.96 16709.96 16709.97
GlobalMX
GlobalMY
GlobalMZ
Kgf-m 0.00 0.00 504.86 0.00 0.00 532651.96 0.00 507.95 134150.68 507.95 -9189.57 121650.93 9074.67 -11338.69 7884.91 285.77 -19515.45 796843.34 10373.25
Kgf-m 0.00 0.00 199.43 376.72 -599676.18 0.00 549532.81 -133889.54 -293.26 133303.01 -119726.35 9127.84 119717.80 -12561.64 890.38 8489.52 -865277.55 10301.12 811619.30
Kgf-m 0.00 0.00 0.00 0.00 0.00 -15066.48 0.00 4205.96 -2428.48 -4205.96 -212.28 179.51 212.28 -1536.29 463.78 535.57 2457.40 -16851.67 -3458.12
Reacciones de diseño.
TABLE: Joint Reactions Joint
OutputCase
CaseType
F1
Text 1.00 1.00 1.00 3.00 3.00 3.00 5.00 5.00 5.00
Text D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W90 D+L+W180
Text Combination Combination Combination Combination Combination Combination Combination Combination Combination
Kgf ‐5743.20 ‐7231.58 5655.58 ‐6371.41 7741.06 6244.99 ‐18616.18 ‐337.38 16618.33
F2
Resultante
Kgf ‐6422.03 8615.50 ‐11982.72 13995.76 6965.95 8972.74 6792.54 9313.08 ‐12652.89 14833.06 ‐6888.57 9297.97 208.72 18617.35 ‐3242.84 3260.34 ‐249.49 16620.20
Compresión Tensión Cortante
F3
Kgf Kgf‐mm ‐58437.05 0.00 ‐99882.81 0.00 66665.37 0.00 ‐63641.17 0.00 112608.75 0.00 69431.57 0.00 138788.18 0.00 3984.03 0.00 ‐119386.98 0.00
138788.18 kg ‐119386.98 kg 18617.35 kg
29
M1
M2
M3
Kgf‐mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Kgf‐mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
305.33 kips ‐262.65 kips 40.96 kips
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL
Torre T60v125
MEMORIA DE CÁLCULO Revisión V00
Fecha 21-Sept-15
8.- VERIFICACIÓN DE ELEMENTOS ESTRUCTURALES DE LA TORRE Frame Text 64 66 68 1 3 7 19 20 21 23 25 29 33 35 37 41 45 62 63 70 71 82 83 84 85 90 91 98 100 102 110 111 112 113 114 115 116 117 118 119 126 127 128 129 130 131 132 134 136 138 139 140 142 144 146 147
DesignSect Text P12 P12 P12 P10 P10 P10 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 P10 P10 P10 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L4X4X1/4 L4X4X1/4 P6 P6 P6 L3X3X5/16 L3X3X5/16
DesignType Text Column Column Column Column Column Column Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Beam Beam Column Column Column Brace Brace Column Column Column Brace Brace
TABLE: Steel Design 1 - Summary Data - AISC-ASD89 Status Ratio RatioType Combo Location ErrMsg Text Unitless Text Text m Text No Messages 0.80 PMM D+L+W90 1.16 No Messages No Messages 0.89 PMM D+L+W90 1.16 No Messages No Messages 1.09 PMM D+L+W0 1.16 No Messages No Messages 0.86 PMM D+L+W90 0.06 No Messages No Messages 0.95 PMM D+L+W90 0.06 No Messages No Messages 1.17 PMM D+L+W0 0.06 No Messages No Messages 0.17 PMM D+L+W180 0.28 No Messages No Messages 0.37 PMM D+L+W180 0.28 No Messages No Messages 0.41 PMM D+L+W90 0.28 No Messages No Messages 0.40 PMM D+L+W180 0.28 No Messages No Messages 0.50 PMM D+L+W90 0.00 No Messages No Messages 0.41 PMM D+L+W0 0.00 No Messages No Messages 0.20 PMM D+L+W90 0.00 No Messages No Messages 0.44 PMM D+L+W0 0.00 No Messages No Messages 0.69 PMM D+L+W90 0.00 No Messages No Messages 0.76 PMM D+L+W90 0.00 No Messages No Messages 0.93 PMM D+L+W0 0.00 No Messages No Messages 0.16 PMM D+L+W0 0.00 No Messages No Messages 0.15 PMM D+L+W0 0.00 No Messages No Messages 0.27 PMM D+L+W180 0.28 No Messages No Messages 0.31 PMM D+L+W180 0.28 No Messages No Messages 0.49 PMM D+L+W90 0.28 No Messages No Messages 0.35 PMM D+L+W180 0.28 No Messages No Messages 0.71 PMM D+L+W90 0.00 No Messages No Messages 0.44 PMM D+L+W90 0.00 No Messages No Messages 0.35 PMM D+L+W0 0.00 No Messages No Messages 0.46 PMM D+L+W0 0.00 No Messages No Messages 0.84 PMM D+L+W90 0.50 No Messages No Messages 0.97 PMM D+L+W90 0.50 No Messages No Messages 1.17 PMM D+L+W0 0.50 No Messages No Messages 0.12 PMM D+L+W0 0.00 No Messages No Messages 0.12 PMM D+L+W0 0.00 No Messages No Messages 0.16 PMM D+L+W180 0.28 No Messages No Messages 0.27 PMM D+L+W180 0.28 No Messages No Messages 0.42 PMM D+L+W90 0.28 No Messages No Messages 0.31 PMM D+L+W180 0.28 No Messages No Messages 0.59 PMM D+L+W90 0.00 No Messages No Messages 0.38 PMM D+L+W0 0.00 No Messages No Messages 0.23 PMM D+L+W90 0.00 No Messages No Messages 0.38 PMM D+L+W0 0.00 No Messages No Messages 0.13 PMM D+L+W0 0.00 No Messages No Messages 0.24 PMM D+L+W90 0.00 No Messages No Messages 0.16 PMM D+L+W180 0.21 No Messages No Messages 0.18 PMM D+L+W180 0.21 No Messages No Messages 0.27 PMM D+L+W90 0.00 No Messages No Messages 0.23 PMM D+L+W0 0.00 No Messages No Messages 0.53 PMM D+L+W90 3.41 No Messages No Messages 0.67 PMM D+L+W90 3.41 No Messages No Messages 0.80 PMM D+L+W0 3.41 No Messages No Messages 0.13 PMM D+L+W90 0.00 No Messages No Messages 0.44 PMM D+L+W90 0.00 No Messages No Messages 0.66 PMM D+L+W90 0.00 No Messages No Messages 0.90 PMM D+L+W90 0.00 No Messages No Messages 1.08 PMM D+L+W0 0.00 No Messages No Messages 0.12 PMM D+L+W180 0.00 No Messages No Messages 0.61 PMM D+L+W90 0.00 No Messages
WarnMsg Text No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL 154 155 156 158 160 162 163 172 174 176 2 5 281 282 283 284 285 286 287 288 291 292 293 294 295 296 297 298 301 302 303 304 305 306 307 308 309 310 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335
L3X3X1/4 L3X3X1/4 P4 P4 P4 L2.5X2.5X1/4 L2.5X2.5X1/4 P3 P3 P3 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16
Brace Brace Column Column Column Brace Brace Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125 No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.13 0.53 0.81 1.04 1.22 0.14 0.64 0.83 1.07 1.23 0.15 0.15 0.50 0.35 0.33 0.08 0.56 0.38 0.48 0.36 0.63 0.40 0.35 0.09 0.85 0.55 0.74 0.45 0.14 0.14 0.50 0.23 0.33 0.08 0.67 0.33 0.56 0.27 0.25 0.19 0.21 0.07 0.29 0.26 0.48 0.43 0.70 0.55 0.57 0.48 0.69 0.59 0.78 0.59 0.56 0.45 0.80 0.63 0.56 0.48 0.42
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0
Fecha 21-Sept-15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.20 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.05 2.05 1.86 1.86 1.67 1.67 1.50 1.50 1.35
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL 336 337 338 339 340 341 342 343 344 359 360 361 362 363 364 365 366 369 370 371 372 373 374 375 376 379 380 381 382 383 384 385 386 387 388 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416
L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16
Brace Brace Brace Brace Brace Brace Brace Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125 No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.34 0.66 0.71 0.61 0.49 0.45 0.26 0.16 0.14 0.42 0.35 0.52 0.32 0.46 0.17 0.59 0.34 0.54 0.35 0.64 0.38 0.59 0.15 0.87 0.50 0.14 0.05 0.42 0.23 0.52 0.25 0.56 0.12 0.70 0.25 0.23 0.11 0.20 0.20 0.12 0.27 0.49 0.58 0.65 0.82 0.56 0.68 0.68 0.83 0.70 0.89 0.51 0.63 0.71 0.87 0.50 0.61 0.36 0.42 0.62 0.71
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0
Fecha 21-Sept-15 1.35 1.22 1.22 1.10 1.10 1.21 1.21 3.20 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.05 2.05 1.86 1.86 1.67 1.67 1.50 1.50 1.35 1.35 1.22 1.22
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL 417 418 419 420 421 422 426 427 428 429 432 435 453 454 459 460 461 462 463 464 465 466 471 472 473 474 475 476 477 478 479 480 483 484 485 486 487 488 489 490 491 492 493 494 495 81 87 9 11 14 15 17 22 26 28 31 34 38 40 43 46
L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 P12 P12 P12 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4
Brace Brace Brace Brace Beam Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125 No Messages No Messages No Messages No Messages No Messages No Messages See WarnMsg See WarnMsg See WarnMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See WarnMsg See WarnMsg See WarnMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.46 0.53 0.39 0.33 0.14 0.06 0.00 0.00 0.00 0.79 0.89 1.09 0.08 0.09 0.35 0.23 0.59 0.26 0.73 0.27 0.38 0.30 0.10 0.09 0.78 0.32 0.43 0.07 0.88 0.33 0.78 0.26 0.10 0.06 0.69 0.25 0.80 0.30 0.60 0.09 0.90 0.31 0.00 0.00 0.00 0.19 0.19 0.07 0.20 0.69 0.58 0.31 0.30 0.28 0.27 0.56 0.48 0.30 0.29 0.74 0.59
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W180 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90
Fecha 21-Sept-15 1.10 1.10 1.21 1.21 3.20 0.00 0.00 0.00 0.00 5.47 5.47 5.47 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.88 0.00 0.15 0.00 2.39 2.15 2.39 2.15 2.14 1.93 2.14 1.93 1.93 1.74 1.93 1.74
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
kl/r > 200 kl/r > 200 kl/r > 200
kl/r > 200 kl/r > 200 kl/r > 200
No Messages No Messages No Messages No Messages No Messages No Messages (AISC-ASD B7, AISC-ASD SAM 4) (AISC-ASD B7, AISC-ASD SAM 4) (AISC-ASD B7, AISC-ASD SAM 4) No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages (AISC-ASD B7, AISC-ASD SAM 4) (AISC-ASD B7, AISC-ASD SAM 4) (AISC-ASD B7, AISC-ASD SAM 4) No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL 48 50 52 54 56 58 60 65 69 73 75 77 79 88 89 92 93 94 95 96 97 99 101 103 104 105 106 107 108 109 120 121 122 123 124 125 133 135 137 141 143 145 148 149 150 151 152 153 27 32 42 4 6 8 10 13 18 30 39 47 51
L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 Round 1.5" Round 1.5" Round 1.5" L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16
Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Column Beam Beam Beam Brace Brace Brace Brace Brace Brace Beam
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125 No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.22 0.21 0.40 0.60 0.61 0.58 0.85 0.67 0.72 0.60 0.44 0.44 0.94 0.72 0.64 0.57 0.51 0.71 0.32 0.54 0.90 0.74 0.67 0.66 0.60 0.50 0.76 0.64 0.72 0.64 1.00 0.77 0.42 0.64 0.53 0.82 0.33 0.75 0.20 0.34 0.25 0.64 0.44 1.05 0.46 1.18 0.39 0.84 0.29 0.49 0.56 0.03 0.03 0.03 0.26 0.75 0.23 0.67 0.14 0.48 0.02
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W0
Fecha 21-Sept-15 1.74 0.00 1.74 0.00 4.77 2.15 2.39 2.15 2.14 1.93 2.14 1.93 1.93 1.74 3.87 1.74 1.74 0.00 3.48 0.00 2.39 2.15 2.39 2.15 2.14 1.93 2.14 1.93 1.93 1.74 1.93 1.74 1.74 0.00 1.74 0.00 2.66 2.39 2.66 2.39 2.66 2.39 2.66 2.39 2.66 2.39 2.66 2.39 0.18 0.18 0.18 0.00 0.00 0.00 1.22 1.22 1.10 1.10 1.21 1.21 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL 53 55 57 59 61 67 72 74 76 78 80 157 161 164 165 166 167 12 24 44 168 170 173 177 179 181 183 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214
L1 L1.5X1.5X3/16 L1 L1.5X1.5X3/16 L1 L1.5X1.5X3/16 L1 L1.5X1.5X3/16 L1 L1.5X1.5X3/16 L1 L1.5X1.5X3/16 L1 L1.5X1.5X3/16 L1 L1.5X1.5X3/16 L1 L1.5X1.5X3/16 L1 L1.5X1.5X3/16 L1 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2 L2.5X2.5X3/16 L2 L2.5X2.5X3/16 L2 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X .5X1.5X .5X3/16 /16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16
Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125 No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.04 0.02 0.02 0.03 0.02 0.02 0.03 0.02 0.02 0.03 0.02 0.03 0.02 0.03 0.01 0.03 0.01 0.22 .22 0.70 .70 0.22 .22 0.52 .52 0.22 0.76 0.22 0.54 0.18 0.44 0.06 0.06 0.04 0.03 0.03 0.05 0.04 0.03 0.03 0.02 0.08 0.08 0.05 0.04 0.03 0.05 .05 0.05 .05 0.03 .03 0.03 .03 0.02 0.08 .08 0.08 .08 0.05 .05 0.04 0.03 .03 0.03 0.03 0.03 0.02 0.02
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90
Fecha 21-Sept-15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.05 2.05 1.86 1.86 1.67 1.67 1.50 1.50 1.35 1.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 0.00 0.00 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Esquema gráfico de la relación de esfuerzos
36
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
9.- REVISIÓN DE ESTABILIDAD. REVISIÓN DE ESTABILIDAD
TORRE DE TELECOMUNICACION EL TAMBORAL Cliente:
CLARO
Tipo de torre:
Torre Atirantada Atirantada 60m 125mph 12 5mph
Revisión
V01
1.0 Datos de Fundación:
a= b= b= d= L= W= t= c= φ= β=
Dimensiones del Pedestal Sobreelevación de pedestal: Desplante: Dimensiones de la Zapata Peralte de zapata: Profundidad de pedestal: Angulo Angulo de fricción fricción del suel suelo: o: Angulo Angulo de superficie superficie de de rotur rotura: a:
1.050 1.050 0.300 3.800 4.300 4.300 0.600 3.200 22.00 14.67
m m m m m m m m ° °
Datos del concreto: co ncreto: Peso volumetr volumetrico ico del concreto:
γC =
Resistencia a compresión:
f'C =
2,400.00 kg/m3 245.00 kg/cm2
Volumen de concreto:
V C =
14.95 m3
Peso de concreto :
WC =
35,886 35,886.6 .60 0 kg
6.29 m
x
6.29 m
1.05 m 0.30 m N.F.:30.00 N.F.:30.00 m 14.67° 3.80 m
0.60 m
4.30 m
37
x
4.30 m
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
2.0 Datos de suelo de soporte:
Capacidad de soporte del suelo: Peso volumetrico del suelo:
qa = γ S
=
L= B= V= Vs =
Proyección del la cuña de suelo
2.00 1,750.00 6.29 6.29 107.78 92.82 162,439.7
kg/cm2 kg/m3 m m m3 m3 kg
Volumen total: Volumen de suelo: Peso resistente del suelo: W S = Nota: Todas las secciones transversales en planta se han tomado cuadradas. c= Cohesión: 10,000.00 kg/m2 Fuerza de cohesión: 20,963.66 kg F c = Requerimientos de estabilidad TIA/EIA-222-F: Reacciones:
Torre: Compresión: Tensión: Cortante:
Torre Atirantada 60m 125mph P= 138,788.2 kg T= 119,387.0 kg V= 18,617.35 kg
Peso resistente de suelo: Peso del concreto: Máxima reacción de levantamiento: Diámetro de la fundación: Cortante: Momento de vuelco:
183,403.4 kg 35,886.60 kg WC = 119,387.0 kg UP = d= 4.30 m S= 182.64 kN M= 0.00 kN.m ( Apoyo articulado ) WR =
Longitud de desplante: L D L D M IN
S2 S M 0.61 2 2 143d 96 143d 41333 d S
Desplante: Desplante minimo:
LD = LD mín =
1 2
(m)
3.80 m 3.70 m
LD
>
LD MÍN
Si cumple
120,411.0 kg
>
119,387 kg
Si cumple
>
119,387 kg
Si cumple
Levantamiento: 1. W R 2.0
WC
2. WR WC
1.5
1.25
U p
U p
146,193.3 kg
38
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
10.- REVISIÓN DE CIMENTACIÓN. 10.1.
Zapatas Aisladas.
Para la revisión estructural de la zapata se tomaron los siguiente parámetros: Capacidad de carga:
20.0 kg/cm²
Peso volumétrico suelo:
1750 kg/m³
Dimensiones de Zapata:
4.30 m x 4.30 m x 0.6 m
Pedestal:
1.05m x 1.05m
Nivel de Desplante:
3.5.0 m
Resistencia del Concreto:
245 kg/cm²
Resistencia del Acero:
2800 kg/cm²
Acero de Refuerzo Zapata:
Superior 1 # 6 G40 @20.0 cm Inferior 1 # 8 G40 @ 20.0 cm
Acero de Refuerzo Pedestal:
Vertical 24 # 8 G40 Estribos 3 # 4 G40 @ 20.0 cm
En el anexo C, se muestra el detalle de la planta de cimentaciones.
10.2.
Panel Text 1 1 1
Capacidad de carga del suelo
OutputCase
CaseType
TABLE: Soil Pressures ‐ Summary MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin
Text Text kgf/cm2 D+L+W0 Combination ‐0.14 D+L+W90 Combination 0.07 D+L+W180 Combination 0.19
kgf/cm2 ‐1.68 ‐1.51 ‐1.25
39
cm ‐431.51 ‐431.51 540.51
cm 590.00 ‐482.50 0.00
cm 540.51 ‐431.51 ‐431.51
cm 0.00 590.00 590.00
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Gráfico Condición máxima de esfuerzos inducidos al suelo
10.3.
Punzonamiento.
Point
TABLE: Concrete Slab Design 02 ‐ Punching Shear Data GlobalX GlobalY ReinfType Status Ratio Combo
Text 166.00 167.00 168.00
cm ‐216.51 ‐216.51 433.01
cm ‐375.00 375.00 0.00
Text None None None
40
Text OK OK OK
Unitless Text 0.43 1.3(D+L+W90) 0.42 1.3(D+L+W90) 0.51 1.3(D+L+W0)
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Gráfico de Punzonamiento
10.4. Acero de Refuerzo. Strip SpanID Location Text CSA1 CSA1 CSA1 CSA2 CSA2 CSA2 CSA3 CSA3 CSA3 CSB1 CSB1 CSB1 CSB2 CSB2 CSB2 CSB3 CSB3 CSB3
Text Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1
Text Start Middle End S tart Middle End Start Middle End Start Middle End S tart Middle End Start Middle End
rea acero Superio Varillas # 6
TABLE: Concrete Slab Design Summary 01 ‐ Flexural And Shear Data FTopCombo FTopMoment FTopArea FBotCombo FBotMoment FBotArea VCombo Text 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W180) 1.3(D+L+W180) 1.3(D+L+W180) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W180) 1.3(D+L+W180) 1.3(D+L+W180)
100.12 36
kgf‐cm ‐3373641.20 ‐8613280.80 ‐3043918.80 ‐2699547.80 ‐7605230.40 ‐1480825.10 ‐2561080.40 ‐12167545.00 ‐4429534.00 ‐3718598.00 ‐10196347.00 ‐2278895.60 ‐2175800.80 ‐5900483.60 ‐2404902.00 ‐3848000.40 ‐9544646.40 ‐3811221.60
cm
2
cm2 28.22 69.13 24.84 23.39 62.70 11.39 19.75 100.12 37.33 32.66 86.95 18.24 18.74 49.41 21.41 33.09 79.38 32.72
Text kgf‐cm 1.3( D+L+W180) 2448701.60 1.3(D+L+W180) 6807222.40 1.3(D+L+W180) 1344820.60 1.3(D+L+W90) 3460490.80 1.3(D+L+W90) 8868470.40 1.3(D+L+W90) 3125198.20 1.3(D+L+W0) 2775277.00 1.3(D+L+W0) 13107604.80 1.3(D+L+W0) 4778751.20 1.3( D+L+W180) 2160573.80 1.3(D+L+W180) 5331213.20 1.3(D+L+W180) 1962055.60 1.3(D+L+W90) 2363433.80 1.3(D+L+W90) 10410617.60 1.3(D+L+W90) 3807417.60 1.3(D+L+W0) 4153692.40 1.3(D+L+W0) 10324021.60 1.3(D+L+W0) 4114099.20
cm2 14.67 40.98 9.36 21.40 53.86 19.78 18.35 79.52 28.56 14.19 33.58 12.99 15.94 64.82 23.40 26.76 64.92 26.60
Área acero Inferior = Varillas # 8
79.52 16
41
Text 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W0) 1.3(D+L+W0) 2
cm
VForce
VArea Status Layer
kgf cm2/cm Text 0.00 0.00 OK 18164.48 0.00 OK 46835.75 0.00 OK 0.00 0.00 OK 18766.21 0.00 OK 48592.57 0.00 OK 0.00 0.00 OK 13387.69 0.00 OK 80387.59 0.00 OK 0.00 0.00 OK 22252.73 0.00 OK 38584.59 0.00 OK 0.00 0.00 OK 11055.29 0.00 OK 64155.21 0.00 OK 0.00 0.00 OK 21210.56 0.00 OK 64599.00 0.00 OK
Text A A A A A A A A A B B B B B B B B B
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Gráfico de demanda de acero de refuerzo. Lecho Inferior
Gráfico de demanda de acero de refuerzo. Lecho Superior
42
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11.- REVISIÓN DE PERNOS. REVISIÓN DE PERNOS DE CONEXIÓN. TORRE 60m 125 mp h. SITIO EL TAMBORAL
Panel
Tipo de Elemento
Tipo de Perno
Diametro de Número de Perno Pernos mm 13 1
Carga Actuante
Carga permitida
Kg 628.39
kg 1870.32
0.34
1.333
OK
Relación de Esfuerzo
Relación de Esfuerzo Permisible
Status
P1
Diagonal
A325N
P2
Diagonal
A325N
13
1
882.75
1870.32
0.47
1.333
OK
P3
Diagonal
A325N
13
1
847.83
1870.32
0.45
1.333
OK
P4
Diagonal
A325N
13
1
890.16
1870.32
0.48
1.333
OK
P5
Diagonal
A325N
13
1
1278.21
1870.32
0.68
1.333
OK
P6
Diagonal
A325N
13
1
1382.19
1870.32
0.74
1.333
OK
P7
Diagonal
A325N
13
1
1338.37
1870.32
0.72
1.333
OK
P8
Diagonal
A325N
13
1
1497.11
1870.32
0.80
1.333
OK
P9
Diagonal
A325N
16
1
1679.01
2922.37
0.57
1.333
OK
P10
Diagonal
A325N
16
1
1951.04
2922.37
0.67
1.333
OK
P11
Diagonal
A325N
16
1
2354.47
2922.37
0.81
1.333
OK
P12
Diagonal
A325N
19
1
2674.78
4110.68
0.65
1.333
OK
Diagonal
A325N
22
1
4003.12
4932.82
0.81
1.333
OK
Horizontal
A325N
13
1
445.46
1870.32
0.24
1.333
OK
Diagonal
A325N
22
1
4238.03
4932.82
0.86
1.333
OK
Horizontal
A325N
13
1
543.52
1870.32
0.29
1.333
OK
Diagonal
A325N
19
2
5331.43
8416.42
0.63
1.333
OK
Horizontal
A325N
13
1
524.38
1870.32
0.28
1.333
OK
Diagonal
A325N
19
2
5794.43
8416.42
0.69
1.333
OK
Horizontal
A325N
13
1
881.04
1870.32
0.47
1.333
OK
Diagonal
A325N
19
2
6895.93
8416.42
0.82
1.333
OK
Horizontal
A325N
13
1
578.90
1870.32
0.31
1.333
OK
Sección
Tipo de Elemento
Tipo de Perno
Carga Actuante
Carga permitida
T1
Montante
A325N
Kg 9324.56
kg 23561.94
0.40
1.333
OK
T2
Montante
A325N
13
6
20370.79
23561.94
0.86
1.333
OK
T3
Montante
A325N
13
6
30491.28
23561.94
1.29
1.333
OK
T4
Montante
A325N
16
6
43777.06
36815.54
1.19
1.333
OK
T5
Montante
A325N
19
6
52656.69
53014.38
0.99
1.333
OK
T6
Montante
A325N
22
6
73646.81
72158.46
1.02
1.333
OK
T7
Montante
A325N
22
6
87916.81
72158.46
1.22
1.333
OK
T8
Montante
A325N
25
6
105280.87
94247.78
1.12
1.333
OK
T9
Montante
A325N
25
6
123201.96
94247.78
1.31
1.333
OK
T10
Montante
F1554-36
44
6
124958.89
125555.71
1.00
1.333
OK
P13 P14 P15 P16 P17
Diametro de Número de Perno Pernos mm 13 6
43
Relación de Esfuerzo
Relación de Esfuerzo Permisible
Status
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12.- REVISIÓN DE PLACAS DE CONEXIÓN Y BRIDAS REVISI N DE BRIDAS Y PLACAS DE CONEXI N MONTANTE-BREIZA. TORRE 60m 125 mph. SITIO EL TAMBORAL
Panel
P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13
Tipo de Elemento Diagonal Diagonal Diagonal Diagonal Diagonal Diagonal Diagonal Diagonal Diagonal Diagonal Diagonal Diagonal Diagonal Horizontal
P14
Diagonal Horizontal
P15
Diagonal Horizontal
P16
Diagonal Horizontal
P17
Diagonal Horizontal
Diámetro Calidad Sección del tubo de Acero
Tipo de Perno A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N A325N
Diametro Número Tensión Espesor Placa Distancia de Perno Actuante tc D1 de Pernos in Kips in in 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 5/8 5/8 5/8 3/4 7/8 1/2 7/8 1/2 3/4 1/2 3/4 1/2 3/4 1/2
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1
Esf. últ. Placa Fu Ksi
Tensión Relación Perm. Relación de Esf. de Esf. Perm. Ksi
Status
1.382
3/8
0.875 58.00
6.797
0.203
1.33
Ok
1.942
3/8
0.875
58.00
6.797
0.286
1.33
Ok
1.865
3/8
0.875
58.00
6.797
0.274
1.33
Ok
1.958
3/8
0.875
58.00
6.797
0.288
1.33
Ok
2.812
3/8
0.875
58.00
6.797
0.414
1.33
Ok
3.041
3/8
0.875
58.00
6.797
0.447
1.33
Ok
2.944
3/8
0.875
58.00
6.797
0.433
1.33
Ok
3.294
3/8
0.875
58.00
6.797
0.485
1.33
Ok
3.694
3/8
1.125
58.00
8.836
0.418
1.33
Ok
4.292
3/8
1.125
58.00
8.836
0.486
1.33
Ok
5.180
3/8
1.125
58.00
8.836
0.586
1.33
Ok
5.885
3/8
1.250
58.00
9.516
0.618
1.33
Ok
8.807
3/8
1.500
58.00
11.555
0.762
1.33
Ok
0.980
3/8
0.875
58.00
6.797
0.144
1.33
Ok
9.324
3/8
1.500
59.00
11.754
0.793
2.33
Ok
1.196
3/8
0.875
58.00
6.797
0.176
1.33
Ok
11.729
3/8
3.245
59.00
23.453
0.500
2.33
Ok
1.154
3/8
0.875
58.00
6.797
0.170
1.33
Ok
12.748
3/8
3.245
59.00
23.453
0.544
2.33
Ok
1.938
3/8
0.875
58.00
6.797
0.285
1.33
Ok
15.171
3/8
3.245
58.00
23.055
0.658
1.33
Ok
1.274
3/8
0.875
58.00
6.797
0.187
1.33
Ok
r 2
r 3
k1
k3
f 3
Espesor requerido tp
Diámetro Espesor Dist. del tubo Espesor Carga del tubo del Tubo al centro perno del Flange Actuante dc tc e1
Status
in
ksi
in
Kips
in
in
in
in
in
T1
1 1/2
36
5/8
20.51
1.900
0.145
1.500
2.450
0.878
1.027
3.027
2.569
0.421
Ok
T2
3
36
5/8
44.82
3.500
0.216
1.500
3.250
1.642
0.683
2.683
3.512
0.532
Ok
T3
4
36
3/4
67.08
4.500
0.237
1.500
3.750
2.132
0.565
2.565
4.110
0.601
Ok
T4
6
36
3/4
96.31
6.625
0.280
1.500
4.813
3.173
0.417
2.417
5.351
0.632
Ok
T5
8
36
7/8
115.84
8.625
0.322
1.500
5.813
4.152
0.337
2.337
6.485
0.629
Ok
T6
8
36
7/8
162.02
8.625
0.322
1.500
5.813
4.152
0.337
2.337
6.485
0.744
Ok
T7
10
36
1
193.42
10.750
0.365
1.500
6.875
5.193
0.281
2.281
7.661
0.748
Ok
T8
10
36
1
231.62
10.750
0.365
1.500
6.875
5.193
0.281
2.281
7.661
0.819
Ok
T9
12
36
1 1/8
271.04
12.750
0.375
1.500
7.875
6.188
0.241
2.241
8.823
0.825
Ok
T10
12
36
1 3/4
274.91
12.750
0.375
3.047
9.422
6.188
0.421
2.421
5.308
1.071
Ok
44
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13.- CONCLUSIONES Y RECOMENDACIONES 13.1.- Estructura de torre. En el anexo III, se muestran las relaciones de esfuerzos a los que estaría sometida la torre después de analizar la torre actual con las cargas actuales más las cargas proyectadas. Como se puede observar la torre no cumple, para las cargas impuestas (cargas actuales + cargas proyectadas) por lo que es necesario reforzar la torre como se indica en la sección 14 13.2.- Pernos de Anclaje y de conexión. En la sección 11 se detalla la relación de esfuerzos de cada perno de conexión y anclaje, como se muestra en esa sección todos los pernos cumplen con los niveles de resistencia requeridos. No es necesario tomar acciones correctivas. 13.3.- Estabilidad contra volteo. En la sección 9, se detalla las condiciones mínimas que debe cumplir la cimentación para cumplir con los requisitos de resistencia contra volteo. El análisis determina que el desplante mínimo debe de ser de 3.70m, mientras que el plano de cimentación muestra que el desplante de la cimentación es de 3.50m. Además, para cumplir con la resistencia contra volteo es necesario que la cimentación este desplantada a una profundidad mínima de 3.80m. Las acciones correctivas se muestran en la sección 14 Propuestas de reforzamiento. 13.4.- Capacidad de soporte En la sección 10.2, se lee que el esfuerzo máximo impuesto al suelo es de 1.68 kg/cm², mientras que el estudio de suelos establece la capacidad de soporte del suelo de 2.0 kg/cm². No es necesario tomar acciones correctivas. 13.5.- Acero de refuerzo. En el anexo IV, se muestra la cantidad de acero requerida para las condiciones actuales de cimentación y las condiciones de carga actual + proyectada. De este anexo se puede determinar que la cimentación necesita ser reforzada.
45
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La zapata no satisface el área de acero a tensión (Lecho Superior) en su condición actual, para las cargas actuales y futuras. Por eso se incrementó el peralte de la zapata a 75 cm. Las dimensiones de la nueva zapata son 4.3m x 4.3m x 0.75m con una resistencia del concreto f´c = 250kg/cm². La cimentación propuesta requiere 79.52 cm² en el lecho inferior y la cimentación actual tiene 106.47 cm² por lo que no es necesario tomar acciones correctivas. En el lecho superior, las cargas impuestas demandan 100.12 cm² y la zapata actual esta reforzada con 21 # 6 que es equivalente a 59.85 cm², esto implica que es necesario proporcionar 40.27cm² de acero de refuerzo (20 # 5 G40) 13.6.- Punzonamiento En la sección 10.3, se muestra los valores de punzonamiento que transmiten los pedestales, el valor máximo valor es de 0.506 por lo que cumple satisfactoriamente, ya que es menor a 1. No se necesita acción correctiva.
14.- PROPUESTA DE REFORZAMIENTO. 14.1.- Sección 10. La propuesta de solución es colocar una diagonal igual a la D17-B, con lo cual se cumplirá con los requsitos de resistencia y evitará los riesgos generados a partir de retirar elementos principales para ser sustituidos. Para colocar la nueva pieza será necesario sustituir la Horizontal SH-9, por una con las mismas características (L2x3/16”) pero con una longitud menor, además, es necesario sustituir la placa de conexión con una como la mostrada en el “Detalle A”. La Diagonal D17-B reforzada debe quedar como la mostrada en el “Corte A-A”. Ver Anexo V 14.2.- Sección 9. En esta sección los elementos que fallan son las horizontales secundarias SH-6 (L 1 ½” x 3/16”), pero también se recomienda cambiar las Horizontales secundarias SH-7. Las nuevas horizontales secundarias SHN-6 y SHN-7 deben ser perfiles de L 2 x 3/16” ASTM A-36, además de ser de la misma longitud y distribución de pernos (2 pernos A325 de diámetro de ½”). Ver Anexo V
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14.3.- Sección 3. En la sección 3 de la torre los perfiles tubulares de P 3” Sch 40 A-53-B, son los elementos que no satisfacen los requisitos de resistencia. Para incrementar la resistencia de las secciones tubulares, se colocaron nuevos arrostramientos horizontales que permitieron disminuir la longitud no arriostrada, incrementando por ende, la capacidad a compresión de los tubos. Se deben instalar angulares horizontales de L 2” x 3/16” auxiliándose de abrazaderas tubulares para conectarse al montante y sustituyendo las placas separadoras por placas de conexión central de 3/8” que permitirán generar el ensamble central. Ver Anexo V 14.4.- Sección 2 En la sección 2 de la torre los perfiles tubulares de P 4” Sch 40 A-53-B, son los elementos que no satisfacen los requisitos de resistencia. Para incrementar la resistencia de las secciones tubulares, se colocaron nuevos arrostramientos horizontales y diagonales que permitieron disminuir la longitud no arriostrada, incrementando por ende, la capacidad a compresión de los tubos. Se deben instalar angulares horizontales y diagonales de L 2” x 3/16” A-36 auxiliándose de abrazaderas tubulares para conectarse al montante. Ver Anexo V 14.5.- Sección 1 En la primera sección de la torre los perfiles tubulares de P 1 ½” Sch 40 A-53-B son los elementos que no satisfacen los requisitos de resistencia. Para incrementar la resistencia de las secciones tubulares, se colocaron nuevos arrostramientos horizontales que permitieron disminuir la longitud no arriostrada, incrementando por ende, la capacidad a compresión de los tubos. Adicionalmente es necesario incrementar el área de acero de la sección, lo cual se lograra a través de introducir una varilla de acero de 40mm con un esfuerzo de fluencia mini. de 25300 kg/cm² en el tubo de P 1 ½” Sch 40 A-53-B Se deben instalar angulares horizontales de L 1 ½” x 3/16” auxiliándose de abrazaderas tubulares para conectarse al montante y sustituyendo las placas separadoras por placas de conexión central de 3/8” que permitirán generar el ensamble central. Ver Anexo V 14.6.- Subestructura: Fundación.
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La subestructura no satisface los requisitos de resistencia del acero, zapata y volteo, por lo que es necesario modificar la geometría actual de la cimentación, incrementando el peralte de la zapata y el nivel de desplante. La zapata no satisface el área de acero a tensión (Lecho Superior) en su condición actual, para las cargas actuales y futuras. Por eso se incrementó el peralte de la zapata a 75 cm. Las dimensiones de la nueva zapata son 4.3m x 4.3m x 0.75m con una resistencia del concreto f´c = 250kg/cm², esta zapata se reforzara con 20 # 5 G60 en Ambos Sentidos. Para satisfacer los requisitos de volteo, se deberá agregar un relleno de 0.30m de espesor sobre el área de proyección de un cono de arrancamiento de las zapatas. Ver Anexo V
15.- ANEXOS
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T60v125
V00
21-SEP-2015
Anexo I:
PLANO LLAVE TORRE T60V125 MODELO SISTTEMEX.
49
18 TORN. Ø 1 2" x 2"
1200
TODAS LAS PL's SON e=
3
8"
"
6 1 3
D1
x "
TRAMO 1 OC Ø 1 1 2" CED. 40 6000
2 1
D2
1 I L
D3
18 TORN. Ø 1 2" x 2"
"
D4
2 1
" 6
1 x " 2
1 3
x " 2 I L
D5
TRAMO 2 OC Ø 3" CED. 40 6000
1 X
1
Ø . T
D6
18 TORN. Ø 1 2" x 2"
"
4 3
1 x " 2
Notas Generales:
1
Ø . N R O T
1.- Acotaciones en milimetros , niveles en metros.
"
6 1 3
D7
2.-Nomenclatura de perfiles de acuerdo al Instituto Mexicano de la construccion en acero A.C. ( IMCA ).
x " 2 1
TRAMO 3 OC Ø 4" CED. 40 6000
2 I L
D8
18 TORN. Ø 1 2" x 2"
3.-Acero Estructural de acuerdo a la norma ASTM A-36 o Fy= 36,000 lbs/in2
" 4
1
x "
2 1
D9
2 I L
A1
" 2 x " 8
" 4
TRAMO 4 OC Ø 6" CED. 40 6000
1
x " 3 I L
D10 A1
18 TORN. Ø 5 8" x 2 1 2"
5
Ø . N R O T
5 X
" 6
1 5
A2
"
4 1
18 TORN. Ø 3 4" x 2 3 4"
2 x " 4
0 1 X
D12
60000
A2
3
Ø . T
"
4 1
x " " 4 I x L " 2
D13A
TRAMO 6 OC Ø 8" CED. 40 6000
D13 SD-1
SD-1
18 TORN. Ø 7 8" x 3 1 4"
D13B
SH-2
SD-2
SD-3
SD-3
x " 3 I L
SH-3
SH-3
A3
18 TORN. Ø 7 8" x 3 1 2"
D15A
x " 3 I L
SH-4
SH-4
SD-4
SD-4
"
D15
H3 SH-5
x " 2
SH-5
18 TORN. Ø 1" x 3 3 4"
A3
TRAMO 9 OC Ø 12" CED. 40 6000
SH-7
18 TORN. Ø 1" x 4 1 4"
SH-7
"
D16B
6 1 3
D17A SH-8
A3
SD-8
SD-8
SD-9
SD-9
1
x " 4 I L
DF-2
ANCLA 3
" 4
SH-8
H5
SH-9
D17B
1 S L P
x " 4 I L
SD-7 A3
A3
SH-9
" 2 " 2 1 1 1 Ø 1 . x N " x " 4 R 1 2 " 2 1 O 1 T 2 Ø Ø . x . N " 4 N R 3 R O Ø O T . T " 2 N 1 R 1 O x T " x 2 1 2 Ø . N R O T
1
1
DF-1
SD-7
1
1 x " 2
" 4
H4
TRAMO 10 OC Ø 12" CED. 40 6000
"
SH-6 SD-6
SD-6
" 2 x " 2
4 3
D16A SH-6
5
2 S L P
1 I L
A3
1 x " 8
x " 3 I L
1
D15B
"
4 3
4 1
6 X L P
6 1 3
SD-5
SD-5
Ø . T
Ø . T
"
5 X L P
x " 2 I L
4 1
A3
TRAMO 8 OC Ø 10" CED. 40 6000
"
6 1 3
"
D14B
6.-Todo el proceso de galvanizado se efectuará después de soldadura, por inmersión en caliente de acuerdo a las normas ASTM-123 y A-394 , excepto en elementos roscados en los cuales se aplicará la norma ASTM A-153.
3
7
" 4
D14
H2
TRAMO 7 OC Ø 10" CED. 40 6000
2 x " 4
4 Ø " . 1 T 2 x " 8
1
SD-2
"
2 1
1
1 S L P
A3 SH-2
5.-Proceso de soldadura se realiza en planta de acuerdo a especificación de la AWS utilizando electrodos de la serie E70-XX y con personal calificado.
1 x " 2
4 X L P
2 I L
SH-1
D14A
Ø . N R O T
2 1
1
SH-1
5
"
6 1 3
H1
4.-Tornilleria de alta resistencia de acuerdo a la norma ASTM A-325 .
2 x " 8
x " 3 I L
D11
TRAMO 5 OC Ø 8" CED. 40 6000
"
4 1
" 4 7 1 x x X " L " 2 3 P 1 2 I I L L 2 " 6 1 S 3 L x P " 2 I L
" 2 x " 2
1
Ø . N R O T
Ø . N R O T
Ø . N R O T
SIMBOLOGIA: D Diagonales A Auxiliares PLX Placas de empalme en cruce de diagonales CONVENCIONES: LI - Angulo de lados iguales DISTANCIA ENTRE PIERNAS
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Anexo II:
PROPIEDADES GEOMÉTRICAS PERFILES ESTRUCTURALES.
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
TABLE: Frame Section Prop erties 01 - General SectionName
Material
Shape
t3
t2
Text
Text
Text
mm
mm
2L4X4X1/4
A36
tf
tw
mm mm
Area
TorsConst
I33
I22
I23
AS2
AS3
S33
S22
Z33
Z22
R33
mm2
mm4
mm4
mm4
mm4
mm2
mm2
mm3
mm3
mm3
mm3
mm
mm
36628.37
2530687.04
4450346.56
0.00
1290.32 1290.32 34248.86
43802.62
61779.23
69304.17
31.80
42.17
11.60 11.60
Double Angle 101.60 203.20 6.35 6.35 2503.22
R22
L1.5X1.5X3/16
A36
Angle
38.10 38.10 4.76 4.76 340.00
2913.62
45785.46
45785.46
26888.39
181.45
181.45
1704.26
1704.26
3080.77
3080.77
L2.5X2.5X1/4
A36
Angle
63.50
767.74
10405.79
292610.70
292610.70
173287.14 403.23
403.23
6456.52
6456.52
11651.20
11651.20
19.52
L2.5X2.5X3/16
A36
Angle
63.50 63.50 4.76 4.76 581.93
4578.55
227678.59
227678.59
135503.00 302.42
302.42
4965.28
4965.28
8930.95
8930.95
19.78 19.78
241.94 241.94
63.50 6.35 6.35
19.52
L2X2X3/16
A36
Angle
50.80 50.80 4.76 4.76 461.29
3746.08
113214.95
113214.95
67248.46
3113.54
3113.54
5620.76
5620.76
15.67 15.67
L3X3X1/4
A36
Angle
76.20
76.20 6.35 6.35
929.03
13319.41
516126.97
516126.97
307932.08 483.87
483.87
9455.32
9455.32
17042.55
17042.55
23.57
23.57
L3X3X5/16
A36
Angle
76.20
76.20 7.94 7.94 1148.38
25390.12
628509.45
628509.45
371657.54 604.84
604.84
11585.68
11585.68
20811.57
20811.57
23.39
23.39
755258.64 645.16
645.16
17206.64
17206.64
30807.68
30807.68
289.21
5347.36
5347.36
7335.18
7335.18
L4X4X1/4
A36
Angle
101.60 101.60 6.35 6.35 1251.61
18314.18
1265343.52
1265343.52
31.80
31.80
P1.5
A53GrB
Pipe
48.26
3.68
258063.49
129031.74
129031.74
0.00
289.21
15.82
15.82
P10
A53GrB
Pipe
273.05
9.27 7677.40 134026519.00
67013259.52
67013259.52
0.00
4047.22 4047.22 490849.73 490849.73 645338.98 645338.98 93.43
93.43
P12
A53GrB
Pipe
323.85
9.53 9419.34 232257135.50 116128567.70 116128567.70
0.00
4931.28 4931.28 717175.04 717175.04 941354.89 941354.89 111.04 111.04
P3
A53GrB
Pipe
88.90
5.49 1438.71
2514037.79
1257018.90
1257018.90
0.00
790.39
28279.39
28279.39
38227.74
38227.74
29.56
29.56
P4
A53GrB
Pipe
114.30
6.02 2045.16
6018706.43
3009353.22
3009353.22
0.00
1108.77 1108.77 52657.10
52657.10
70652.83
70652.83
38.36
38.36
P6
A53GrB
Pipe
168.28
7.11 3599.99 23392206.44
11696103.22
11696103.22
0.00
1921.74 1921.74 139011.77 139011.77 184846.08 184846.08 57.00 57.00
P8
A53GrB
Pipe
219.08
8.18 5419.34 60353556.71
30176778.36
30176778.36
0.00
2871.54 2871.54 275492.67 275492.67 363956.68 363956.68 74.62 74.62
Round 1.5"
A53GrB
Pipe
48.26
24.12 1829.21
266268.12
266268.12
0.00
1371.34 1371.34 11034.73
515.48
532536.24
790.39
11034.73
18733.15
18733.15
12.07
12.07
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Anexo III:
RESULTADOS DE UTILIZACIÓN DE ELEMENTOS SEGÚN SAP2000. TORRE ACTUAL + CARGAS ACTUALES + CARGAS PROYECTADAS.
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre T60v125
MEMORIA DE CÁLCULO Revisión V00
Fecha 21/09/2015
1 ‐ Summary Data ‐ AISC‐ASD89 Frame Text
DesignSect Text
DesignType Text
64.00 66.00 68.00 1.00 3.00 7.00 19.00 20.00 21.00 23.00 25.00 29.00 33.00 35.00 37.00 41.00 45.00 62.00 63.00 70.00 71.00 82.00 83.00 84.00 85.00 90.00 91.00 98.00 100.00 102.00 110.00 111.00 112.00 113.00 114.00 115.00 116.00 117.00 118.00 119.00 126.00 127.00 128.00 129.00 130.00 131.00 132.00 134.00 136.00 138.00 139.00 140.00 142.00 144.00 146.00 147.00 154.00 155.00 156.00 158.00 160.00 162.00 163.00 172.00 174.00 176.00 2.00 5.00 281.00 282.00 283.00 284.00 285.00 286.00 287.00 288.00
P12 P12 P12 P10 P10 P10 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P10 P10 P10 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L4X4X1/4 L4X4X1/4 P6 P6 P6 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 P4 P4 P4 L2.5X2.5X1/4 L2.5X2.5X1/4 P3 P3 P3 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16
Column Column Column Column Column Column Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam B eam Beam B eam B eam Beam Brace Brace Beam B eam Column Column Column Brace Brace Column Column Column Brace Brace Brace Brace Column Column Column Brace Brace Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam
Status Text
Ratio Unitless
No Messages 0.79 No Messages 0.88 No Messages 1.08 No Messages 0.85 No Messages 0.94 No Messages 1.15 No Messages 0.16 No Messages 0.31 No Messages 0.37 No Messages 0.34 See ErrMsg No Messages 0.83 No Messages 0.41 No Messages 0.89 No Messages 0.69 No Messages 0.76 No Messages 0.93 No Messages 0.17 No Messages 0.16 No Messages 0.26 No Messages 0.32 No Messages 0.49 No Messages 0.36 No Messages 0.72 No Messages 0.45 No Messages 0.34 No Messages 0.48 No Messages 0.84 No Messages 0.98 No Messages 1.18 No Messages 0.12 No Messages 0.12 No Messages 0.16 No Messages 0.27 No Messages 0.42 No Messages 0.30 No Messages 0.59 No Messages 0.37 No Messages 0.23 No Messages 0.37 No Messages 0.14 No Messages 0.24 No Messages 0.16 No Messages 0.19 No Messages 0.27 No Messages 0.23 No Messages 0.53 No Messages 0.67 No Messages 0.80 No Messages 0.13 No Messages 0.44 No Messages 0.66 No Messages 0.91 No Messages 1.08 No Messages 0.12 No Messages 0.61 No Messages 0.13 No Messages 0.53 No Messages 0.81 No Messages 1.26 Overstressed 1.52 No Messages 0.14 No Messages 0.65 No Messages 0.76 No Messages 1.24 Overstressed 1.47 No Messages 0 .14 No Messages 0.14 No Messages 0.46 No Messages 0.30 No Messages 0.29 No Messages 0.07 See ErrMsg No Messages 0.80 See ErrMsg No Messages 0.73
RatioType Text
Combo Text
Location mm
ErrMsg Text
WarnMsg Text
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W90 D+L+W90 D +L+W0 D+L+W90 D+L+W90 D +L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W180
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D +L+W90
PMM
D+L+W180
PMM
D+L+W90
1160.87 1160.87 1160.87 62.03 62.03 62.03 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 503.12 503.12 503.12 0.00 0.00 277.00 277.00 277.00 277.00 0 .00 0.00 0 .00 0.00 0.00 0 .00 213.00 213.00 0 .00 0.00 3405.76 3405.76 3405.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3196.61 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0 .00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages fa > Fe (ASD H1); Design can not proceed No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21/09/2015
1 ‐ Summary Data ‐ AISC‐ASD89 Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
RatioType Text
Combo Text
Location mm
ErrMsg Text
WarnMsg Text
291.00 292.00 293.00 294.00 295.00 296.00 297.00 298.00 301.00 302.00 303.00 304.00 305.00 306.00 307.00 308.00 309.00 310.00 313.00 314.00 315.00 316.00 317.00 318.00 319.00 320.00 321.00 322.00 323.00 324.00 325.00 326.00 327.00 328.00 329.00 330.00 331.00 332.00 333.00 334.00 335.00 336.00 337.00 338.00 339.00 340.00 341.00 342.00 343.00 344.00 359.00 360.00 361.00 362.00 363.00 364.00 365.00 366.00 369.00 370.00 371.00 372.00 373.00 374.00 375.00 376.00 379.00 380.00 381.00 382.00 383.00 384.00 385.00 386.00 387.00 388.00
L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L 3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L 2X2X3/16 L2X2X3/16 L 2X2X3/16 L2X2X3/16 L 2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16
Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam B eam Beam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Beam Beam Brace Brace Brace Brace B eam Beam Beam Beam Brace Brace Brace Brace B eam Beam Beam Beam Beam Beam Brace Brace Brace Brace B eam Beam Beam Beam
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See ErrMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0 .62 0 .40 0.35 0.07 0.84 0.54 0.73 0.46 0.14 0.14 0 .50 0 .22 0.33 0 .08 0.67 0.32 0.56 0.26 0.24 0.20 0 .22 0.07 0.30 0.26 0.49 0.42 0.69 0 .55 0.57 0.48 0.70 0.59 0.63 0.54 0.46 0.40 0.67 0 .58 0.48 0 .44 0.37 0 .32 0.65 0.65 0.56 0.49 0.48 0.21 0.15 0.14 0.39 0.29 0.48 0.27 0.98 0.19
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D +L+W90 D +L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90
0.71 0.54 0.36 0 .63 0 .38 0.60 0.15 0.87 0.50 0.14 0.04 0.42 0.22 0 .52 0.24 0.56 0.12 0.70 0.24
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W180
277.00 277.00 277.00 277.00 0.00 0.00 0 .00 0 .00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0 .00 0 .00 0 .00 0.00 0.00 213.00 213.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3196.61 0.00 277.00 277.00 277.00 277.00 0.00 0 .00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0 .00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0 .00 0.00 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21/09/2015
1 ‐ Summary Data ‐ AISC‐ASD89 Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
RatioType Text
Combo Text
Location mm
ErrMsg Text
391.00 392.00 393.00 394.00 395.00 396.00 397.00 398.00 399.00 400.00 401.00 402.00 403.00 404.00 405.00 406.00 407.00 408.00 409.00 410.00 411.00 412.00 413.00 414.00 415.00 416.00 417.00 418.00 419.00 420.00 421.00 422.00 426.00 427.00 428.00 429.00 432.00 435.00 453.00 454.00 459.00 460.00 461.00 462.00 463.00 464.00 465.00 466.00 471.00 472.00 473.00 474.00 475.00 476.00 477.00 478.00 479.00 480.00 483.00 484.00 485.00 486.00 487.00 488.00 489.00 490.00 491.00 492.00 493.00 494.00 495.00 81.00 87.00 9.00 11.00 14.00
L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X5/16 L 3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L 2X2X3/16 L2X2X3/16 L 2X2X3/16 L2X2X3/16 L 2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 P12 P12 P12 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L 2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L 2X2X3/16 L 2X2X3/16 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4
Beam B eam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Beam Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Brace
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See WarnMsg See WarnMsg See WarnMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See WarnMsg See WarnMsg See WarnMsg No Messages No Messages No Messages No Messages No Messages
0.23 0.11 0.20 0 .20 0.12 0.27 0.49 0.58 0 .65 0.82 0.56 0.68 0.68 0.83 0.62 0.74 0.44 0.53 0 .63 0.75 0 .45 0.53 0 .32 0.38 0.60 0.66 0.44 0.51 0.40 0.32 0 .14 0.05 0.00 0.00 0.00 0.80 0.89 1.09 0.07 0.08 0.34 0.21 0.61 0.26 0.75 0.26 0.35 0.29 0.07 0.07 0.80 0.23 0.46 0.03 0.90 0.26 0.80 0.17 0.07 0.04 0.70 0.17 0.82 0.23 0.65 0.07 0.93 0.21 0.00 0.00 0.00 0 .19 0.18 0.06 0.19 0.69
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D +L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W0 D +L+W90 D +L+W90 D+L+W0 D +L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W180 D+L+W90
0.00 0.00 213.00 213.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3196.61 0.00 0.00 0.00 0.00 5467.20 5467.20 5467.20 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2878.91 0.00 150.00 0.00 2386.96
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
WarnMsg Text
kl/r > 200 kl/r > 200 kl/r > 200
kl/r > 200 kl/r > 200 kl/r > 200
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages (AISC‐ASD B7, AISC‐ASD SAM 4) (AISC‐ASD B7, AISC‐ASD SAM 4) (AISC‐ASD B7, AISC‐ASD SAM 4) No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages (AISC‐ASD B7, AISC‐ASD SAM 4) (AISC‐ASD B7, AISC‐ASD SAM 4) (AISC‐ASD B7, AISC‐ASD SAM 4) No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21/09/2015
1 ‐ Summary Data ‐ AISC‐ASD89 Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
RatioType Text
Combo Text
Location mm
15.00 17.00 22.00 26.00 28.00 31.00 34.00 38.00 40.00 43.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 60.00 65.00 69.00 73.00 75.00 77.00 79.00 88.00 89.00 92.00 93.00 94.00 95.00 96.00 97.00 99.00 101.00 103.00 104.00 105.00 106.00 107.00 108.00 109.00 120.00 121.00 122.00 123.00 124.00 125.00 133.00 135.00 137.00 141.00 143.00 145.00 148.00 149.00 150.00 151.00 152.00 153.00 27.00 32.00 42.00 10.00 13.00 18.00 30.00 39.00 47.00 12.00 24.00 44.00 168.00 170.00 173.00 177.00 179.00
L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 P1.5 P1.5 P1.5 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16
Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Column Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See ErrMsg No Messages See ErrMsg No Messages No Messages No Messages See ErrMsg See ErrMsg See ErrMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.58 0.30 0.30 0.28 0.27 0.56 0.48 0.30 0.29 0.75 0.60 0.22 0.20 0.40 0.60 0.60 0.58 0.86 0.68 0.71 0.59 0.44 0.44 0.94 0.72 0.63 0.56 0.50 0.70 0.32 0.54 0.91 0.75 0.67 0.65 0.59 0.50 0 .75 0 .64 0.73 0.64 1 .01 0 .78 0.41 0.64 0 .53 0.82 0.89 0.73 0.34 0.34 0.68 0.66
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
1 .00
PMM
1 .12 1.09 0.80
PMM PMM PMM
D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90
2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 1933.97 1741.06 1741.43 0.00 1741.43 0.00 4773.92 2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 3867.93 1741.06 1741.43 0.00 3482.86 0.00 2386.96 2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 1933.97 1741.06 1741.43 0.00 1741.43 0.00 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0 .23 0 .72 0 .22 0 .61 0.16 0 .50 0 .17 0 .61 0 .15 0.44 0.18 0.67 0.17 0.49
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
ErrMsg Text
fa > Fe fa > Fe
fa > Fe fa > Fe fa > Fe
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages (ASD H1); Design can not proceed No Messages (ASD H1); Design can not proceed No Messages No Messages No Messages (ASD H1); Design can not proceed (ASD H1); Design can not proceed (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
WarnMsg Text
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21/09/2015
1 ‐ Summary Data ‐ AISC‐ASD89 Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
RatioType Text
Combo Text
Location mm
ErrMsg Text
WarnMsg Text
181.00 183.00
L2X2X3/16 L2X2X3/16
Brace Brace
No Messages No Messages
0.16 0.39
PMM PMM
D+L+W90 D+L+W90
0.00 0.00
No Messages No Messages
No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Anexo IV:
DEMANDA DE ACERO, PUNZONAMIENTO Y PRESIÓN INDUCIDA AL SUELO EN CIMENTACIÓN ACTUAL + CARGAS ACTUALES + CARGAS PROYECTADAS.
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
IV.1.-
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Demanda de acero
Strip
TABLE: Concrete Slab Design 01 ‐ Flexural And Shear Data Station ConcWidth FTopCombo FTopMoment FTopArea FTopAMin FBotCombo FBotMoment FBotArea FBotAMin AxialForce
Text C SA 1 C SA 1 C SA 1 CSA1 C SA 1 C SA 2 C SA 2 C SA 2 C SA 2 C SA 2 C SA 3 C SA 3 CSA3 C SA 3 C SA 3 C SB 1 CSB1 CSB1 CSB1 C SB 1 C SB 2 C SB 2 C SB 2 C SB 2 C SB 2 C SB 3 C SB 3 C SB 3 C SB 3 C SB 3
cm 0. 00 107 .5 0 215 .0 0 322.50 430 .0 0 0. 00 107 .5 0 215 .0 0 322 .5 0 430 .0 0 0. 00 107 .5 0 215.00 322 .5 0 430 .0 0 0. 00 107.50 215.00 322.50 430 .0 0 0. 00 107 .5 0 215 .0 0 322 .5 0 430 .0 0 0. 00 107 .5 0 215 .0 0 322 .5 0 430 .0 0
cm 430. 00 430. 00 430. 00 430.00 430. 00 430. 00 430. 00 430. 00 430. 00 430. 00 430. 00 430. 00 430.00 430. 00 430. 00 430. 00 430.00 430.00 430.00 430. 00 430. 00 430. 00 430. 00 430. 00 430. 00 430. 00 430. 00 430. 00 430. 00 430. 00
Área acero Superior= Varillas # 6
IV.2.-
IV.3.Panel Text 1 1 1
Text 1. 3( D+L +W9 0) 1. 3( D+L +W9 0) 1. 3( D+L +W9 0) 1.3(D+L+W90) 1. 3( D+L +W9 0) 1. 3( D+L+W0) 1. 3( D+L +W0 ) 1. 3( D+L +W0 ) 1. 3( D+L +W0 ) 1. 3( D+L +W9 0) 1. 3( D+L+W0) 1. 3( D+L +W18 0) 1.3(D+L+W180) 1. 3( D+L +W18 0) 1. 3( D+L +W18 0) 1. 3( D+L +W9 0) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1. 3( D+L +W0 ) 1. 3( D+L +W0 ) 1. 3( D+L +W0 ) 1. 3( D+L +W0 ) 1. 3( D+L +W0 ) 1. 3( D+L +W0 ) 1. 3( D+L +W18 0) 1. 3( D+L +W18 0) 1. 3( D+L +W18 0) 1. 3( D+L +W18 0) 1. 3( D+L +W18 0)
125.69 45
kgf‐cm ‐ 8 50 859. 80 ‐ 3 27 822 8. 60 ‐ 8 496 64 0. 80 ‐2952853.00 ‐ 68 04 67. 75 ‐ 810743. 90 ‐ 265 181 6. 80 ‐ 752 414 3. 20 ‐ 140 604 7. 40 ‐ 42 12 41. 80 ‐ 404419. 28 ‐ 243 874 8. 20 ‐12022074.00 ‐ 433 965 4. 00 ‐ 127 852 7. 80 ‐ 1070 70 1. 90 ‐3643515.60 ‐10073846.00 ‐2197186.80 ‐ 498 781. 55 ‐ 529 893. 65 ‐ 211 472 3. 20 ‐ 582 376 8. 80 ‐ 2 34 152 9. 60 ‐ 61 26 30. 75 ‐ 92 14 28. 40 ‐ 373 656 8. 80 ‐ 940 327 9. 20 ‐ 370 263 7. 20 ‐ 90 31 67. 50
cm2 9. 86 3 8. 43 97 .7 3 33.88 7. 77 9. 65 3 1. 92 8 8. 14 1 5. 30 5 .01 5. 18 2 6. 67 142.67 5 1. 30 1 4. 94 1 3. 22 45.56 125.69 25.35 6. 10 6. 46 2 5. 91 7 0. 53 2 9. 50 7 .64 1 1. 20 4 5. 95 11 4. 74 4 5. 47 1 0. 97
2
cm2 5 1. 60 51. 60 5 1. 60 51.60 51. 60 51. 60 51. 60 51. 60 0 .0 0 0 .0 0 51. 60 51. 60 51.60 51. 60 51. 60 51. 60 51.60 51.60 51.60 5 1. 60 5 1. 60 51. 60 0 .0 0 0 .0 0 0 .0 0 51. 60 51. 60 51. 60 51. 60 51. 60
Text 1. 3( D+L +W1 80 ) 1. 3( D+L +W18 0) 1. 3( D+L +W1 80) 1.3(D+L+W180) 1 .3 (D+ L+W9 0) 1. 3( D+L+W90) 1 .3( D+ L+W9 0) 1 .3( D+ L+W9 0) 1 .3( D+ L+W9 0) 1 .3( D+ L+W9 0) 1. 3( D+L+W0) 1 .3( D+ L+ W0 ) 1.3(D+L+W0) 1 .3( D+ L+ W0 ) 1 .3( D+ L+ W0 ) 1 .3 (D+ L+W9 0) 1.3(D+L+W180) 1.3(D+L+W180) 1.3(D+L+W180) 1. 3( D+L +W1 80) 1. 3( D+L +W1 80) 1 .3( D+ L+W9 0) 1 .3( D+ L+W9 0) 1 .3( D+ L+W9 0) 1 .3( D+ L+W9 0) 1 .3( D+ L+ W0 ) 1 .3( D+ L+ W0 ) 1 .3( D+ L+ W0 ) 1 .3( D+ L+ W0 ) 1 .3( D+ L+ W0 )
Área acero Inferior = Varillas # 8
cm
kgf‐cm 72 42 10. 05 2 406 042 .2 0 6 733 411 .2 0 1282270.40 41 69 43. 55 870949. 50 33 61 712 .8 0 87 47 541 .6 0 30 31 141 .2 0 69 86 59. 40 465245. 60 26 52 697 .8 0 12950027.20 46 81 000 .8 0 13 76 300 .1 0 63 17 25. 05 2103137.40 5259542.40 1906559.20 4 710 69. 75 50 00 23. 20 22 80 019 .4 0 102 83 945 .6 0 3 732 303 .2 0 10 91 332 .0 0 99 42 65. 20 4 034 342 .4 0 1 01 70 944 .8 0 3 996 535 .2 0 97 45 95. 60
84.26 17
cm2 5. 56 18 .6 3 52 .6 2 11.27 3. 48 6. 88 26 .7 5 69 .0 2 24 .5 8 5. 68 4. 13 22 .3 2 102.67 36 .2 8 10 .5 8 5. 69 17.81 43.19 16.25 4. 02 4. 26 19 .7 5 84 .2 6 29 .9 9 8. 71 8. 26 33 .7 0 83 .9 7 33 .4 8 8. 13
cm2 0 .00 0. 00 0. 00 0.00 0. 00 0. 00 0. 00 0. 00 5 1. 60 5 1. 60 0. 00 0. 00 0.00 0. 00 0. 00 0. 00 0.00 0.00 0.00 0. 00 0. 00 0. 00 5 1. 60 5 1. 60 5 1. 60 0. 00 0. 00 0. 00 0. 00 0. 00
kgf 8 2. 48 ‐ 34 9. 88 ‐ 78 5. 08 ‐6150.85 ‐ 121 9. 83 ‐ 815. 97 ‐ 341 2. 41 ‐ 247 9. 07 ‐ 518 9. 50 ‐ 139 4. 19 ‐ 2458. 41 1 603 .4 6 ‐14445.87 ‐ 105 88. 95 ‐ 318 9. 31 ‐ 274 0. 97 ‐4126.47 ‐3256.11 ‐4219.01 ‐ 112 7. 39 ‐ 115 8. 62 ‐ 633 9. 36 ‐ 809. 69 8 42. 38 63. 16 ‐ 187 3. 73 ‐ 730 6. 57 ‐ 514 8. 87 ‐ 706 0. 52 ‐ 181 8. 00
VCombo Text 1. 3( D+L +W9 0) 1 . 3( D+L +W9 0) 1 . 3( D+L +W9 0) 1.3(D+L+W90) 1. 3( D+L +W9 0) 1. 3( D+L+W90) 1. 3( D+L +W9 0) 1. 3( D+L +W9 0) 1. 3( D+L +W9 0) 1. 3( D+L +W9 0) 1. 3( D+L+W0) 1 .3( D+ L+ W0 ) 1.3(D+L+W0) 1 .3( D+ L+ W0 ) 1 .3 (D+ L+ W0 ) 1. 3( D+L +W9 0) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1. 3( D+L +W9 0) 1. 3( D+L +W9 0) 1. 3( D+L +W9 0) 1 .3( D+L +W9 0) 1. 3( D+L +W9 0) 1. 3( D+L +W9 0) 1. 3( D+ L+ W0 ) 1 . 3( D+ L+ W0 ) 1 . 3( D+ L+ W0 ) 1 . 3( D+ L+ W0 ) 1. 3( D+ L+ W0 )
VForce
VArea
Status
kgf cm2/cm 17 52 9. 68 0 .00 53 79 3. 95 0 .00 53 79 3. 95 0 .00 46339.30 0.00 13 87 0. 70 0. 00 18109. 10 0. 00 55 61 7. 82 0. 00 55 61 7. 82 0. 00 48 07 8. 73 0. 00 14 40 8. 68 0 .00 12633. 84 0. 00 48 99 6. 91 0. 00 79811.70 0.00 79 81 1. 70 0. 00 27 75 8. 73 0. 00 21 59 2. 23 0 .00 62070.81 0.00 62070.81 0.00 38062.44 0.00 9 80 8. 15 0 .00 10 44 6. 66 0 .00 40 00 6. 70 0. 00 63 68 9. 85 0. 00 63 68 9. 85 0. 00 22 07 1. 12 0. 00 20 40 7. 52 0 .00 64 83 4. 67 0. 00 64 83 4. 67 0. 00 63 97 3. 93 0. 00 19 98 5. 04 0. 00
Text OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
GlobalX GlobalY cm ‐ 43 1. 51 ‐ 324. 01 ‐ 216. 51 ‐109.01 ‐ 1. 51 ‐ 431. 51 ‐ 324. 01 ‐ 216. 51 ‐ 109. 01 ‐ 1. 51 218. 01 3 25. 51 433.01 5 40. 51 6 48. 01 ‐ 21 6. 51 ‐216.51 ‐216.51 ‐216.51 ‐ 21 6. 51 ‐ 216. 51 ‐ 216. 51 ‐ 216. 51 ‐ 216. 51 ‐ 216. 51 4 33. 01 4 33. 01 4 33. 01 4 33. 01 4 33. 01
cm ‐ 37 5. 00 ‐ 375. 00 ‐ 375. 00 ‐375.00 ‐ 375. 00 375. 00 3 75. 00 3 75. 00 3 75. 00 3 75. 00 0. 00 0. 00 0.00 0. 00 0. 00 ‐ 590. 00 ‐482.50 ‐375.00 ‐267.50 ‐ 16 0. 00 1 60. 00 2 67. 50 375. 00 4 82. 50 5 90. 00 ‐ 215. 00 ‐ 107. 50 0. 00 107. 50 2 15. 00
Layer Text A A A A A A A A A A A A A A A B B B B B B B B B B B B B B B
2
cm
Punzonamiento Point
TABLE: Concrete Slab Design 02 ‐ Punching Shear Data GlobalX GlobalY ReinfType Status Ratio Combo
Text 166 167 168
cm ‐216.51 ‐216.51 433.01
cm ‐ 375.00 375.00 0.00
Text None None None
Text OK OK OK
Unitless Text 0.70 1.3(D+L+W90) 0.69 1.3(D+L+W90) 0.84 1.3(D+L+W0)
Presión i nducida al suelo
OutputCase
CaseType
TABLE: Soil Pressures ‐ Summary MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin
Text Text kgf/cm2 D+L+W0 Combination ‐0.12 D+L+W90 Combination 0.08 D+L+W180 Combination 0.21
kgf/cm2 ‐1.63 ‐1.45 ‐1.20
53
cm ‐431.51 ‐431.51 540.51
cm 482.50 ‐482.50 0.00
cm 540.51 ‐431.51 ‐431.51
cm 0.00 590.00 482.50
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Anexo V:
PROPUESTA DE REFORZAMIENTO PARA TORRE T60V125, EL TAMBORAL.
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Anexo VI:
RESULTADOS DE UTILIZACIÓN DE ELEMENTOS SEGÚN SAP2000. TORRE ACTUAL + CARGAS ACTUALES.
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89 Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
RatioType Text
Combo Text
Location mm
ErrMsg Text
WarnMsg Text
64 66 68 1 3 7 19 20 21 23 25 29 33 35 37 41 45 62 63 70 71 82 83 84 85 90 91 98 100 102 110 111 112 113 114 115 116 117 118 119 126 127 128 129 130 131 132 134 136 138 139 140 142 144 146 147 154 155 156 158 160 162 163 170 171 172 174 176 178 179 186 187 194 195 2 5
P12 P12 P12 P10 P10 P10 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P10 P10 P10 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L4X4X1/4 L4X4X1/4 P6 P6 P6 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 P4 P4 P4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 P3 P3 P3 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4
Column Column Column Column Column Column Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam B eam Beam B eam B eam Beam Brace Brace Beam B eam Column Column Column Brace Brace Column Column Column Brace Brace Brace Brace Column Column Column Brace Brace Brace Brace Column Column Column Brace Brace Brace Brace Brace Brace Beam Beam
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.71 0.79 0.97 0.75 0.83 1.03 0.13 0.27 0.33 0.30 0.97 0.74 0.34 0.79 0.60 0.66 0.82 0.15 0.14 0.21 0.27 0.43 0.31 0.63 0.39 0.28 0.42 0.70 0.82 1.00 0.10 0.10 0 .12 0 .22 0.36 0 .26 0.52 0.31 0.20 0.32 0.10 0.21 0 .12 0 .15 0.22 0.19 0.42 0.53 0.64 0.12 0.41 0.50 0.69 0.83 0.13 0.55 0.11 0.46 0.56 0.87 1.03 0.11 0.54 0.13 0.48 0.47 0.78 0.90 0.11 0.33 0.12 0.46 0.10 0.31 0.12 0.12
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W0
1160.87 1160.87 1160.87 62.03 62.03 62.03 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 503.12 503.12 503.12 0.00 0.00 277.00 277.00 277.00 277.00 0 .00 0.00 0 .00 0.00 0.00 0 .00 213.00 213.00 0 .00 0.00 3405.76 3405.76 3405.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 956.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3196.61 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89 Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
RatioType Text
Combo Text
Location mm
ErrMsg Text
WarnMsg Text
281 282 283 284 285 286 287 288 291 292 293 294 295 296 297 298 301 302 303 304 305 306 307 308 309 310 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 359 360 361 362 363 364 365 366 369 370 371 372 373 374 375 376 379 380
L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4
Brace Brace Brace Brace Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam B eam Beam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Beam Beam Brace Brace Brace Brace B eam Beam Beam Beam Brace Brace Brace Brace B eam Beam Beam Beam Beam Beam
No Messages No Messages No Messages No Messages See ErrMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See ErrMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0 .42 0 .26 0.27 0.05
PMM PMM PMM PMM
D+L+W0 D+L+W0 D+L+W180 D+L+W90
0.65 0.96 0.59 0.55 0.34 0 .32 0.05 0.72 0.43 0.64 0.37 0.13 0.13 0.44 0.17 0 .30 0.09 0.56 0.31 0.49 0.19 0.23 0.15 0.17 0 .05 0.22 0.20 0.46 0.39 0.64 0.49 0.52 0.41 0.62 0.47 0.54 0 .41 0.37 0 .28 0.51 0.37 0.34 0.24 0.24 0.16 0.39 0 .25 0.30 0 .16 0.30 0 .10 0.13 0.12 0.35 0.24 0 .43 0 .23 0.92 0.16
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90
0.55 0.47 0.29 0.56 0.31 0.56 0.13 0.75 0.38 0.13 0.05
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W0
277.00 277.00 277.00 277.00 0.00 0.00 0 .00 0 .00 277.00 277.00 277.00 277.00 0.00 0.00 0 .00 0 .00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0 .00 0 .00 0 .00 0.00 0.00 213.00 213.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3196.61 0.00 277.00 277.00 277.00 277.00 0.00 0 .00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0 .00 0.00 0.00 0.00 0.00
No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89 Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
RatioType Text
Combo Text
Location mm
ErrMsg Text
WarnMsg Text
381 382 383 384 385 386 387 388 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 426 427 428 429 432 435 453 454 459 460 461 462 463 464 465 466 471 472 473 474 475 476 477 478 479 480 483 484 485 486 487 488 489 490 491 492
L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 P12 P12 P12 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16
Brace Brace Brace Brace B eam Beam Beam Beam Beam B eam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Beam Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See WarnMsg See WarnMsg See WarnMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.37 0.17 0.46 0.23 0.51 0.10 0.60 0.16 0.17 0.10 0.15 0.16 0.10 0.20 0.46 0.56 0.60 0.77 0.51 0.63 0.60 0.75 0 .53 0.65 0 .35 0.44 0.48 0.59 0.31 0.39 0.21 0.25 0 .31 0.39 0.23 0.25 0.25 0.13 0.12 0.05 0.00 0.00 0.00 0.71 0.80 0.99 0.06 0.07 0.29 0.19 0.56 0.24 0.69 0.23 0.30 0.27 0.06 0.06 0 .73 0 .20 0.43 0 .05 0.80 0.26 0.72 0.13 0.06 0.04 0.64 0.14 0 .75 0.23 0.62 0.06 0.84 0.15
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W180 D+L+W180 D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W180 D+L+W180
277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 213.00 213.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3196.61 0.00 0.00 0.00 0.00 5467.20 5467.20 5467.20 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre T60v125
MEMORIA DE CÁLCULO Revisión V00
Fecha 21-Sept-15
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89 Frame Text
DesignSect Text
DesignType Text
493 494 495 81 87 9 11 14 15 17 22 26 28 31 34 38 40 43 46 48 50 52 54 56 58 60 65 69 73 75 77 79 88 89 92 93 94 95 96 97 99 101 103 104 105 106 107 108 109 120 121 122 123 124 125 133 135 137 141 143 145 148 149 150 151 152 153 27 32 42 86 159 10 13 18 30
L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 P1.5 P1.5 P1.5 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16
Beam Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Column Brace Brace Brace Brace Brace Brace
Status Text
Ratio Unitless
See WarnMsg 0.00 See WarnMsg 0.00 See WarnMsg 0.00 No Messages 0.17 No Messages 0.17 No Messages 0.07 No Messages 0.17 No Messages 0.65 No Messages 0.56 No Messages 0.29 No Messages 0.29 No Messages 0.26 No Messages 0.26 No Messages 0.52 No Messages 0.45 No Messages 0.27 No Messages 0.27 No Messages 0.69 No Messages 0.56 No Messages 0.20 No Messages 0.18 No Messages 0.36 No Messages 0.56 No Messages 0.58 No Messages 0.55 No Messages 0.81 No Messages 0.67 No Messages 0.66 No Messages 0.57 No Messages 0.42 No Messages 0.42 No Messages 0.86 No Messages 0.69 No Messages 0.60 No Messages 0.53 No Messages 0.46 No Messages 0.67 No Messages 0.29 No Messages 0.50 No Messages 0.86 No Messages 0.73 No Messages 0.64 No Messages 0 .63 No Messages 0.55 No Messages 0 .48 No Messages 0.71 No Messages 0.62 No Messages 0.68 No Messages 0 .61 No Messages 0.91 No Messages 0.75 No Messages 0.38 No Messages 0.61 No Messages 0.48 No Messages 0.78 No Messages 0.84 No Messages 0.71 No Messages 0.31 No Messages 0.33 No Messages 0 .67 No Messages 0 .65 Overst ressed 2.23 No Messages 0.96 See ErrMsg No Messages 1.08 No Messages 1.00 No Messages 0.77 No Messages 0.53 See ErrMsg See ErrMsg No Messages 0.09 No Messages 0.22 No Messages 0 .11 No Messages 0 .35 No Messages 0 .09 No Messages 0 .28
RatioType Text
Combo Text
Location mm
ErrMsg Text
WarnMsg Text
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D +L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90
0.00 0.00 0.00 2878.91 0.00 0.00 0.00 2386.96 2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 1933.97 1741.06 1741.43 0.00 1741.43 0.00 4773.92 2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 3867.93 1741.06 1741.43 0.00 3482.86 0.00 2386.96 2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 1933.97 1741.06 1741.43 0.00 1741.43 0.00 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages
kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
PMM PMM PMM PMM
PMM PMM PMM PMM PMM PMM