memoria de calculo de torre
DESCRIPTION
Memoria de calculo de una torre de 60mTRANSCRIPT
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
Proyecto Análisis Estructural y Propuestas para Reforzamiento de Torres Triangulares
Autosoportadas SISTTEMEX
Memoria de Cálculo
Sitio El Tamboral
T60V125
Rev. A
Presentado a:
CLARO NICARAGUA.
DIRECCIÓN DE INGENIERÍA Y
OPERACIONES REGIONAL
Presentado Por:
Preparó: jarita
Revisó: careas
Aprobó: falvarez
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T60v125 V00 21-SEP-2015
2
TABLA DE CONTENIDO
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
Anexo I: Plano llave torre T60V125 modelo SISTTEMEX. Anexo II: Propiedades geométricas perfiles estructurales.
Anexo III: Resultados de utilización de elementos según SAP2000. Torre actual + cargas actuales + cargas proyectadas.
Anexo IV: Demanda de acero en cimentación actual + cargas actuales + cargas proyectadas.
Anexo V: Propuesta de reforzamiento para torre T60V125, El Tamboral.
Anexo VI: Resultados de utilización de elementos según SAP2000. Torre actual + cargas actuales.
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
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1.- INTRODUCCIÓN
Este documento constituye la memoria de cálculo de la torre de telecomunicaciones modelo T60V125 del Proyecto “Análisis
Estructural y Propuestas para Reforzamiento de Torres Triangulares Autosoportadas SISTTEMEX”
La torre T60V125 consta de las siguientes partes principales y alturas correspondientes:
Altura: 60.0 m
Distancia Basal: 7.50m
Ancho Superior: 1.20m
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, así como también, los criterios de carga de viento sobre la estructura de torre, antenas RF y Microondas.
El cálculo de capacidades y la Ingeniería estructural general de torres de telecomunicación se ha realizado con base al
estándar de diseño de estructuras de telecomunicaciones y antenas de la Asociación de la Industria de Telecomunicaciones
en asociación con la Alianza de Industrias Electrónicas: TIA / EIA 222-F: Structural Standard for Antenna Supporting
Structures 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.
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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 & Materials)
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
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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 & Materials)
Resistencia del acero de perfiles laminados 2520 kg/cm² (Acero ASTM A-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 ASTM F1554-36, G36)
Resistencia de pernos estructurales 6300 kg/cm² (Acero ASTM a-325, G90)
Resistencia del acero de refuerzo 2800 kg/cm² (Acero ASTM 615, 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.
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5.- CARGAS DE DISEÑO
A continuación se presenta un detalle de las cargas utilizadas para el análisis de la torre:
5.1.- Velocidad de viento: 125 mph (milla más rápida) según TIA / EIA 222-F
5.2.‐ Antenas de Diseño
Tabla 1. Cargas de Revisión estructura
5.3.- Viento sobre la estructura y cables
T ipo Ubicación T ipo Ubicación(2) RF 2.60m x 0.26m x 0.11m 60.0 m (1) MW Ø 1.30m 26.0 m(1) RF 1.32 x 0.16 x 0.07 60.0 m (1) Soporte para MW 25.0 mCarga Viva 60.0 m (2) Cables de 7/8" 0.0 a 60.0 m(1) Plataforma 1 57.0 m (4) Cables de 1 5/8" 0.0 a 60.0 m(1) Plataforma 2 30.0 m
Tipo Ubicación T ipo Ubicación(3) DBXL-6565A 60.0 m (3) HBXX-6516DS-VTM 60.0 m(6) RRU 58.0 m
Cargas Existentes
Cargas Proyectadas
60.00 m 125.00 mph 0.00 Grados
7.50 m 1.20 m 6.00 m
1.115
Nivel Nivel Nivel Ancho Ancho
Inicial Final Medio Punta Base
m m m m m kg/m2 m2 m2 m2 m2 m2 kg
1 60.00 54.00 57.00 1.20 1.83 1.64 320.93 0.59 0.58 1.17 9.38 0.12 2.87 1.00 1.00 0.58 0.93 950.35
2 54.00 48.00 51.00 1.83 2.46 1.59 310.90 0.83 1.07 1.89 13.40 0.14 2.80 1.00 1.00 0.58 1.45 1404.68
3 48.00 42.00 45.00 2.46 3.09 1.54 299.97 1.04 1.37 2.41 17.34 0.14 2.81 1.00 1.00 0.58 1.83 1722.93
4 42.00 36.00 39.00 3.09 3.72 1.48 287.96 1.18 2.02 3.20 21.44 0.15 2.77 1.00 1.00 0.58 2.35 2093.66
5 36.00 30.00 33.00 3.72 4.35 1.41 274.54 1.50 2.63 4.13 25.52 0.16 2.73 1.00 1.00 0.58 3.04 2533.92
6 30.00 24.00 27.00 4.35 4.98 1.33 259.24 2.08 2.63 4.70 29.30 0.16 2.73 1.00 1.00 0.58 3.61 2849.29
7 24.00 18.00 21.00 4.98 5.61 1.24 241.28 2.22 3.28 5.49 33.41 0.16 2.72 1.00 1.00 0.58 4.13 3020.07
8 18.00 12.00 15.00 5.61 6.24 1.12 219.16 3.29 3.28 6.57 37.19 0.18 2.68 1.00 1.00 0.59 5.21 3405.80
9 12.00 6.00 9.00 6.24 6.87 1.00 195.19 2.36 3.89 6.25 41.27 0.15 2.77 1.00 1.00 0.58 4.63 2783.25
10 6.00 0.00 3.00 6.87 7.50 1.00 195.19 3.31 3.89 7.20 45.05 0.16 2.74 1.00 1.00 0.58 5.58 3320.37
18.40 24.62 43.02 273.31 32.75 24084.32
Altura de la Torre Dirección de Viento
Altura de Sección
AF + AR AG e DR
Factor de Ráfaga GH
RR AE FuerzaSección CF
Totales
Ancho Superior
Kz
Distancia Basal
DF
Velocidad Viento
qz AF AR
Análisis de Viento sobre Estructura. TORRE 60m 125mph. SISTTEMEX
Viento Normal según Norma TIA / EIA 222 F
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORALTorre Revisión Fecha
T60v125 V00 21-Sept-15
60.00 m 125.00 mph 90.00 Grados
7.50 m 1.20 m 6.00 m
1.115
Nivel Nivel Nivel Ancho Ancho
Inicial Final Medio Punta Base
m m m m m kg/m2 m2 m2 m2 m2 m2 kg
1 60.00 54.00 57.00 1.20 1.83 1.64 320.93 0.59 0.58 1.17 9.38 0.12 2.87 0.80 1.00 0.58 0.81 828.91
2 54.00 48.00 51.00 1.83 2.46 1.59 310.90 0.83 1.07 1.89 13.40 0.14 2.80 0.80 1.00 0.58 1.28 1244.01
3 48.00 42.00 45.00 2.46 3.09 1.54 299.97 1.04 1.37 2.41 17.34 0.14 2.81 0.80 1.00 0.58 1.62 1527.91
4 42.00 36.00 39.00 3.09 3.72 1.48 287.96 1.18 2.02 3.20 21.44 0.15 2.77 0.80 1.00 0.58 2.12 1884.00
5 36.00 30.00 33.00 3.72 4.35 1.41 274.54 1.50 2.63 4.13 25.52 0.16 2.73 0.80 1.00 0.58 2.73 2283.19
6 30.00 24.00 27.00 4.35 4.98 1.33 259.24 2.08 2.63 4.70 29.30 0.16 2.73 0.80 1.00 0.58 3.19 2521.55
7 24.00 18.00 21.00 4.98 5.61 1.24 241.28 2.22 3.28 5.49 33.41 0.16 2.72 0.80 1.00 0.58 3.69 2695.78
8 18.00 12.00 15.00 5.61 6.24 1.12 219.16 3.29 3.28 6.57 37.19 0.18 2.68 0.80 1.00 0.59 4.55 2975.61
9 12.00 6.00 9.00 6.24 6.87 1.00 195.19 2.36 3.89 6.25 41.27 0.15 2.77 0.80 1.00 0.58 4.15 2498.66
10 6.00 0.00 3.00 6.87 7.50 1.00 195.19 3.31 3.89 7.20 45.05 0.16 2.74 0.80 1.00 0.58 4.92 2925.98
18.40 24.62 43.02 273.31 29.07 21385.58
Distancia Basal Ancho Superior Altura de Sección
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SITIO EL TAMBORALTorre Revisión Fecha
T60v125 V00 21-Sept-15
Análisis de Viento sobre Estructura. TORRE 60m 125mph. SISTTEMEX
Viento Paralelo según Norma TIA / EIA 222 F
Altura de la Torre Velocidad Viento Dirección de Viento
DR
Factor de Ráfaga GH
Sección Kz qz AF AR AF + AR AG e CF DF RR AE Fuerza
Totales
60.00 m 125.00 mph 180.00 Grados
7.50 m 1.20 m 6.00 m
1.115
Nivel Nivel Nivel Ancho Ancho
Inicial Final Medio Punta Base
m m m m m kg/m2 m2 m2 m2 m2 m2 kg
1 60.00 54.00 57.00 1.20 1.83 1.64 320.93 0.59 0.58 1.17 9.38 0.12 2.87 0.85 1.00 0.58 0.84 859.27
2 54.00 48.00 51.00 1.83 2.46 1.59 310.90 0.83 1.07 1.89 13.40 0.14 2.80 0.85 1.00 0.58 1.32 1284.18
3 48.00 42.00 45.00 2.46 3.09 1.54 299.97 1.04 1.37 2.41 17.34 0.14 2.81 0.85 1.00 0.58 1.68 1576.67
4 42.00 36.00 39.00 3.09 3.72 1.48 287.96 1.18 2.02 3.20 21.44 0.15 2.77 0.85 1.00 0.58 2.17 1936.41
5 36.00 30.00 33.00 3.72 4.35 1.41 274.54 1.50 2.63 4.13 25.52 0.16 2.73 0.85 1.00 0.58 2.81 2345.87
6 30.00 24.00 27.00 4.35 4.98 1.33 259.24 2.08 2.63 4.70 29.30 0.16 2.73 0.85 1.00 0.58 3.30 2603.48
7 24.00 18.00 21.00 4.98 5.61 1.24 241.28 2.22 3.28 5.49 33.41 0.16 2.72 0.85 1.00 0.58 3.80 2776.85
8 18.00 12.00 15.00 5.61 6.24 1.12 219.16 3.29 3.28 6.57 37.19 0.18 2.68 0.85 1.00 0.59 4.72 3083.16
9 12.00 6.00 9.00 6.24 6.87 1.00 195.19 2.36 3.89 6.25 41.27 0.15 2.77 0.85 1.00 0.58 4.27 2569.81
10 6.00 0.00 3.00 6.87 7.50 1.00 195.19 3.31 3.89 7.20 45.05 0.16 2.74 0.85 1.00 0.58 5.08 3024.58
18.40 24.62 43.02 273.31 29.99 22060.27
Distancia Basal Ancho Superior Altura de Sección
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORALTorre Revisión Fecha
T60v125 V00 21-Sept-15
Análisis de Viento sobre Estructura. TORRE 60m 125mph. SISTTEMEX
Viento Bisector según Norma TIA / EIA 222 F
Altura de la Torre Velocidad Viento Dirección de Viento
DR
Factor de Ráfaga GH
Sección Kz qz AF AR AF + AR AG e CF DF RR AE Fuerza
Totales
60.00 m 125.00 mph 0.00 Grados
7.50 m 1.20 m 6.00 m
1.115
Nivel Nivel Nivel Ancho Ancho
Inicial Final Medio Punta Base
m m m m m kg/m2 m2 m2 m2 m2 m2 kg
1 60.00 54.00 57.00 1.20 1.83 1.64 320.93 0.00 0.77 0.77 9.39 0.08 3.04 1.00 1.00 0.57 0.44 480.19
2 54.00 48.00 51.00 1.83 2.46 1.59 310.90 0.00 0.77 0.77 13.17 0.06 3.14 1.00 1.00 0.57 0.44 478.99
3 48.00 42.00 45.00 2.46 3.09 1.54 299.97 0.00 0.77 0.77 16.95 0.05 3.19 1.00 1.00 0.57 0.44 469.95
4 42.00 36.00 39.00 3.09 3.72 1.48 287.96 0.00 0.77 0.77 20.73 0.04 3.23 1.00 1.00 0.57 0.44 456.02
5 36.00 30.00 33.00 3.72 4.35 1.41 274.54 0.00 0.77 0.77 24.51 0.03 3.26 1.00 1.00 0.57 0.44 438.06
6 30.00 24.00 27.00 4.35 4.98 1.33 259.24 0.00 0.77 0.77 28.29 0.03 3.27 1.00 1.00 0.57 0.44 415.96
7 24.00 18.00 21.00 4.98 5.61 1.24 241.28 0.00 0.77 0.77 32.07 0.02 3.29 1.00 1.00 0.57 0.44 388.80
8 18.00 12.00 15.00 5.61 6.24 1.12 219.16 0.00 0.77 0.77 35.85 0.02 3.30 1.00 1.00 0.57 0.44 354.37
9 12.00 6.00 9.00 6.24 6.87 1.00 195.19 0.00 0.77 0.77 39.63 0.02 3.31 1.00 1.00 0.57 0.44 316.47
10 6.00 0.00 3.00 6.87 7.50 1.00 195.19 0.00 0.77 0.77 43.41 0.02 3.32 1.00 1.00 0.57 0.44 317.20
0.00 7.71 7.71 264.01 4.40 4116.03
Distancia Basal Ancho Superior Altura de Sección
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORALTorre Revisión Fecha
T60v125 V00 21-Sept-15
Análisis de Viento sobre cables TORRE 60m 125mph. SISTTEMEX
Viento Normal según Norma TIA / EIA 222 F
Altura de la Torre Velocidad Viento Dirección de Viento
DR
Factor de Ráfaga GH
Sección Kz qz AF AR AF + AR AG e CF DF RR AE Fuerza
Totales
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5.4.- Viento sobre las Antenas RF
Discrete Appurtenance Pressures - No Ice GH = 1.115
Description Aiming Azimuth
°
Weight
kg
Offsetx
m
Offsetz
m
z
m
Kz qz
kgsm
CAAC Front
m2
CAAC Side m2
RF 2.60 x 0.26 x 0.11 -35.00 50.00 0.00 -1.77 58.70 1.655 323.28 1.01 0.56 RF 2.60 x 0.26 x 0.11 120.00 50.00 1.53 0.88 58.70 1.655 323.28 1.01 0.56 RF 1.32 x 0.16 x 0.07 120.00 38.58 1.53 0.88 58.70 1.655 323.28 0.39 0.35 DBXL-6565A 0.00 30.50 1.00 -1.77 58.70 1.655 323.28 0.61 0.47 DBXL-6565A 120.00 30.50 1.03 1.75 58.70 1.655 323.28 0.61 0.47 DBXL-6565A 240.00 30.50 -2.03 0.02 58.70 1.655 323.28 0.61 0.47 HBXX-6516DS-VTM 0.00 30.20 1.00 -1.77 58.70 1.655 323.28 0.43 0.40 HBXX-6516DS-VTM 120.00 30.20 1.03 1.75 58.70 1.655 323.28 0.43 0.40 HBXX-6516DS-VTM 240.00 30.20 -2.03 0.02 58.70 1.655 323.28 0.43 0.40 RRU 410x334x176 0.00 48.00 1.00 -1.81 58.00 1.650 322.18 0.38 0.20 RRU 410x334x176 120.00 48.00 1.07 1.77 58.00 1.650 322.18 0.38 0.20 RRU 410x334x176 240.00 48.00 -2.07 0.04 58.00 1.650 322.18 0.38 0.20 Tubo 4'' 240.00 120.00 -3.80 1.04 25.00 1.297 253.32 0.16 0.16 Sum Weight: 584.68
Discrete Appurtenance Vectors - No Ice
RF 2.60 x 0.26 x 0.11 - Elevation 58.7 - From Leg A Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 299.40 115.57 -77.06 -311.54 -18376.0 4523.3 136.1
90 209.64 165.05 255.45 77.06 4435.0 -14995.0 -451.3 180 299.40 115.57 77.06 311.54 18199.3 -4523.3 -136.1
RF 2.60 x 0.26 x 0.11 - Elevation 58.7 - From Leg B Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 182.75 174.50 -71.02 -242.50 -14190.4 4092.2 308.3
90 316.53 100.75 324.50 71.02 4212.9 -19124.6 178.0 180 182.75 174.50 71.02 242.50 14278.7 -4245.2 -308.3
RF 1.32 x 0.16 x 0.07 - Elevation 58.7 - From Leg B Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 70.27 108.28 -6.72 -128.90 -7532.6 335.4 191.3
90 121.71 62.51 136.66 6.72 428.5 -8081.1 110.4 180 70.27 108.28 6.72 128.90 7600.8 -453.4 -191.3
DBXL-6565A - Elevation 58.7 - From Leg A Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 220.17 0.00 0.00 -220.17 -12978.0 -30.5 220.2
90 0.00 170.23 170.23 0.00 -53.9 -10022.9 -300.7 180 220.17 0.00 0.00 220.17 12870.2 -30.5 -220.2
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
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DBXL-6565A - Elevation 58.7 - From Leg B Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 110.09 147.42 -21.63 -182.71 -10672.0 1238.0 150.4
90 190.67 85.11 207.69 21.63 1322.8 -12222.6 341.0 180 110.09 147.42 21.63 182.71 10778.7 -1300.9 -150.4
DBXL-6565A - Elevation 58.7 - From Leg C Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 110.09 147.42 21.63 -182.71 -10724.8 -1207.5 -370.5
90 190.67 85.11 207.69 -21.63 -1268.9 -12129.3 -40.3 180 110.09 147.42 -21.63 182.71 10725.9 1331.4 370.5
HBXX-6516DS-VTM - Elevation 58.7 - From Leg A Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 155.87 0.00 0.00 -155.87 -9202.6 -30.2 155.9
90 0.00 144.36 144.36 0.00 -53.4 -8504.0 -255.0 180 155.87 0.00 0.00 155.87 9095.9 -30.2 -155.9
HBXX-6516DS-VTM - Elevation 58.7 - From Leg B Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 77.93 125.02 -4.98 -147.24 -8589.9 261.4 142.9
90 134.98 72.18 152.99 4.98 345.3 -9011.5 262.5 180 77.93 125.02 4.98 147.24 8695.5 -323.6 -142.9
HBXX-6516DS-VTM - Elevation 58.7 - From Leg C Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 77.93 125.02 4.98 -147.24 -8642.2 -231.2 -298.8
90 134.98 72.18 152.99 -4.98 -292.0 -8919.1 -7.5 180 77.93 125.02 -4.98 147.24 8643.2 353.8 298.8
RRU 410x334x176 - Elevation 58 - From Leg A Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 137.74 0.00 0.00 -137.74 -8075.6 -48.0 137.7
90 0.00 72.58 72.58 0.00 -86.8 -4257.6 -131.3 180 137.74 0.00 0.00 137.74 7901.9 -48.0 -137.7
RRU 410x334x176 - Elevation 58 - From Leg B Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 68.87 62.86 -28.21 -88.87 -5069.4 1585.2 44.9
90 119.28 36.29 121.45 28.21 1721.4 -7095.2 184.9 180 68.87 62.86 28.21 88.87 5239.4 -1687.6 -44.9
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
13
RRU 410x334x176 - Elevation 58 - From Leg C Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 68.87 62.86 28.21 -88.87 -5152.6 -1537.2 -182.6
90 119.28 36.29 121.45 -28.21 -1634.6 -6944.8 -53.6 180 68.87 62.86 -28.21 88.87 5156.3 1735.6 182.6
Tubo 4'' - Elevation 25 - From Leg C Wind
Azimuth °
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 22.66 39.26 0.00 -45.33 -1008.4 456.2 -172.3
90 39.26 22.66 45.33 0.00 124.8 -677.0 47.2 180 22.66 39.26 0.00 45.33 1258.1 456.2 172.3
5.5.- Viento sobre las Antenas WM
Discrete Appurtenance Totals - No Ice
Wind Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 -154.79 -2079.69 -120214.5 9407.1 463.4
90 2113.36 154.79 9201.1 -121984.9 -115.7 180 154.79 2079.69 120444.0 -8765.7 -463.4
Dish Pressures - No Ice
Elevation m
Dish Description
Aiming Azimuth
°
Weight kg
Offsetx m
Offsetz m
Kz
AA m2
qz kgsm
26.00 MW 1.30 135.00 50.00 3.25 1.88 1.312 1.33 256.18 Sum Weight: 50.00
Dish Vectors - No Ice
MW 1.30 - Elevation 26 - From Leg B Wind
Azimuth °
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004170 0.000125 -0.000157 618.80 18.55 -1192.41 -424.44 -450.68 -11623.8 10873.1 637.8
90 -0.001335 0.001170 0.000356 -198.11 173.62 2703.81 262.85 17.31 543.9 -6996.6 505.5 180 -0.001335 -0.001170 -0.000356 -198.11 -173.62 -2703.81 17.31 262.85 6927.9 -612.6 -890.2
Dish Totals - No Ice
Wind Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 -424.44 -450.68 -11623.8 10873.1 637.8
90 262.85 17.31 543.9 -6996.6 505.5 180 17.31 262.85 6927.9 -612.6 -890.2
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
14
6.- ASIGNACIÓN DE CARGAS AL MODELO
6.1. Nudos dela estructura. Cara A
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
15
6.2. Nudos dela estructura. Cara B
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
16
6.3. Nudos dela estructura. Cara C
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
TABLE: Joint Loads - Force
6.4. Magnitud de cargas y aplicación en nodos
INDUSTRIAL INSTRUMENTATION S.A.
SITIO EL TAMBORAL
MEMORIA DE CÁLCULO
Torre Revisión Fecha
T60v125 V00 21-Sept-15
INDUSTRIAL INSTRUMENTATION S.A.
SITIO EL TAMBORAL
MEMORIA DE CÁLCULO
Torre Revisión Fecha
T60v125 V00 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
Torre Revisión Fecha
T60v125 V00 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
Torre Revisión Fecha
T60v125 V00 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 MW 90 GLOBAL 0.00 22.67 -60.00 0.00 0.00 0.00
98 MW 180 GLOBAL -22.67 0.00 -60.00 0.00 0.00 0.00
INDUSTRIAL INSTRUMENTATION S.A.
SITIO EL TAMBORAL
MEMORIA DE CÁLCULO
Torre Revisión Fecha
T60v125 V00 21-Sept-15
98 MW 0 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 MW 0 GLOBAL 225.34 -212.22 -97.50 0.00 0.00 0.00
121 MW 90 GLOBAL -8.66 131.44 -97.50 0.00 0.00 0.00
121 MW 180 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 MW 0 GLOBAL 225.34 -212.22 -97.50 0.00 0.00 0.00
126 MW 90 GLOBAL -8.66 131.44 -97.50 0.00 0.00 0.00
126 MW 180 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 MW 90 GLOBAL 0.00 22.67 -60.00 0.00 0.00 0.00
127 MW 180 GLOBAL -22.67 0.00 -60.00 0.00 0.00 0.00
127 MW 0 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
Torre Revisión Fecha
T60v125 V00 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
Torre Revisión Fecha
T60v125 V00 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
Torre Revisión Fecha
T60v125 V00 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
Torre Revisión Fecha
T60v125 V00 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
Torre Revisión Fecha
T60v125 V00 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
Torre Revisión Fecha
T60v125 V00 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
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
29
7.- REACCIONES DE DISEÑO
7.1.- Reacciones Basales
7.2.- Reacciones de diseño.
OutputCase CaseType GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZText Text Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m
DEAD LinStatic 0.00 0.00 13313.03 0.00 0.00 0.00LIVE LinStatic 0.00 0.00 300.00 0.00 0.00 0.00ESCALERAS LinStatic 0.00 0.00 1050.00 504.86 199.43 0.00PLATAFORMA LinStatic 0.00 0.00 800.00 0.00 376.72 0.00VIENTO 0 LinStatic -24084.28 0.00 0.00 0.00 -599676.18 0.00VIENTO 90 LinStatic 0.00 -21385.28 0.00 532651.96 0.00 -15066.48VIENTO 180 LinStatic 22060.20 0.00 0.00 0.00 549532.81 0.00FEEDER 0 LinStatic -4116.12 0.00 467.26 507.95 -133889.54 4205.96FEEDER 90 LinStatic 0.00 -4116.92 467.26 134150.68 -293.26 -2428.48FEEDER 180 LinStatic 4116.12 0.00 467.26 507.95 133303.01 -4205.96RF 0 LinStatic -2034.37 154.80 464.68 -9189.57 -119726.35 -212.28RF 90 LinStatic 154.80 -2068.04 464.68 121650.93 9127.84 179.51RF 180 LinStatic 2034.37 -154.80 464.68 9074.67 119717.80 212.28MW 0 LinStatic -496.01 424.44 315.00 -11338.69 -12561.64 -1536.29MW 90 LinStatic 17.31 -308.21 315.00 7884.91 890.38 463.78MW 180 LinStatic 308.21 -17.31 315.00 285.77 8489.52 535.57D+L+W0 Combination -30730.78 579.24 16709.96 -19515.45 -865277.55 2457.40D+L+W90 Combination 172.11 -27878.45 16709.96 796843.34 10301.12 -16851.67D+L+W180 Combination 28518.90 -172.11 16709.97 10373.25 811619.30 -3458.12
TABLE: Base Reactions
Joint OutputCase CaseType F1 F2 Resultante F3 M1 M2 M3
Text Text Text Kgf Kgf Kgf Kgf‐mm Kgf‐mm Kgf‐mm
1.00 D+L+W0 Combination ‐5743.20 ‐6422.03 8615.50 ‐58437.05 0.00 0.00 0.00
1.00 D+L+W90 Combination ‐7231.58 ‐11982.72 13995.76 ‐99882.81 0.00 0.00 0.00
1.00 D+L+W180 Combination 5655.58 6965.95 8972.74 66665.37 0.00 0.00 0.00
3.00 D+L+W0 Combination ‐6371.41 6792.54 9313.08 ‐63641.17 0.00 0.00 0.00
3.00 D+L+W90 Combination 7741.06 ‐12652.89 14833.06 112608.75 0.00 0.00 0.00
3.00 D+L+W180 Combination 6244.99 ‐6888.57 9297.97 69431.57 0.00 0.00 0.00
5.00 D+L+W0 Combination ‐18616.18 208.72 18617.35 138788.18 0.00 0.00 0.00
5.00 D+L+W90 Combination ‐337.38 ‐3242.84 3260.34 3984.03 0.00 0.00 0.00
5.00 D+L+W180 Combination 16618.33 ‐249.49 16620.20 ‐119386.98 0.00 0.00 0.00
Compresión 138788.18 kg 305.33 kips
Tensión ‐119386.98 kg ‐262.65 kips
Cortante 18617.35 kg 40.96 kips
TABLE: Joint Reactions
Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg
Text Text Text Text Unitless Text Text m Text Text64 P12 Column No Messages 0.80 PMM D+L+W90 1.16 No Messages No Messages66 P12 Column No Messages 0.89 PMM D+L+W90 1.16 No Messages No Messages68 P12 Column No Messages 1.09 PMM D+L+W0 1.16 No Messages No Messages1 P10 Column No Messages 0.86 PMM D+L+W90 0.06 No Messages No Messages3 P10 Column No Messages 0.95 PMM D+L+W90 0.06 No Messages No Messages7 P10 Column No Messages 1.17 PMM D+L+W0 0.06 No Messages No Messages19 L2.5X2.5X3/16 Brace No Messages 0.17 PMM D+L+W180 0.28 No Messages No Messages20 L2.5X2.5X3/16 Brace No Messages 0.37 PMM D+L+W180 0.28 No Messages No Messages21 L2.5X2.5X3/16 Brace No Messages 0.41 PMM D+L+W90 0.28 No Messages No Messages23 L2.5X2.5X3/16 Brace No Messages 0.40 PMM D+L+W180 0.28 No Messages No Messages25 L2X2X3/16 Beam No Messages 0.50 PMM D+L+W90 0.00 No Messages No Messages29 L2X2X3/16 Beam No Messages 0.41 PMM D+L+W0 0.00 No Messages No Messages33 L2X2X3/16 Beam No Messages 0.20 PMM D+L+W90 0.00 No Messages No Messages35 L2X2X3/16 Beam No Messages 0.44 PMM D+L+W0 0.00 No Messages No Messages37 P10 Column No Messages 0.69 PMM D+L+W90 0.00 No Messages No Messages41 P10 Column No Messages 0.76 PMM D+L+W90 0.00 No Messages No Messages45 P10 Column No Messages 0.93 PMM D+L+W0 0.00 No Messages No Messages62 L3X3X1/4 Beam No Messages 0.16 PMM D+L+W0 0.00 No Messages No Messages63 L3X3X1/4 Beam No Messages 0.15 PMM D+L+W0 0.00 No Messages No Messages70 L2X2X3/16 Brace No Messages 0.27 PMM D+L+W180 0.28 No Messages No Messages71 L2X2X3/16 Brace No Messages 0.31 PMM D+L+W180 0.28 No Messages No Messages82 L2X2X3/16 Brace No Messages 0.49 PMM D+L+W90 0.28 No Messages No Messages83 L2X2X3/16 Brace No Messages 0.35 PMM D+L+W180 0.28 No Messages No Messages84 L1.5X1.5X3/16 Beam No Messages 0.71 PMM D+L+W90 0.00 No Messages No Messages85 L1.5X1.5X3/16 Beam No Messages 0.44 PMM D+L+W90 0.00 No Messages No Messages90 L1.5X1.5X3/16 Beam No Messages 0.35 PMM D+L+W0 0.00 No Messages No Messages91 L1.5X1.5X3/16 Beam No Messages 0.46 PMM D+L+W0 0.00 No Messages No Messages98 P8 Column No Messages 0.84 PMM D+L+W90 0.50 No Messages No Messages
100 P8 Column No Messages 0.97 PMM D+L+W90 0.50 No Messages No Messages102 P8 Column No Messages 1.17 PMM D+L+W0 0.50 No Messages No Messages110 L3X3X1/4 Beam No Messages 0.12 PMM D+L+W0 0.00 No Messages No Messages111 L3X3X1/4 Beam No Messages 0.12 PMM D+L+W0 0.00 No Messages No Messages112 L2X2X3/16 Brace No Messages 0.16 PMM D+L+W180 0.28 No Messages No Messages113 L2X2X3/16 Brace No Messages 0.27 PMM D+L+W180 0.28 No Messages No Messages114 L2X2X3/16 Brace No Messages 0.42 PMM D+L+W90 0.28 No Messages No Messages115 L2X2X3/16 Brace No Messages 0.31 PMM D+L+W180 0.28 No Messages No Messages116 L1.5X1.5X3/16 Beam No Messages 0.59 PMM D+L+W90 0.00 No Messages No Messages117 L1.5X1.5X3/16 Beam No Messages 0.38 PMM D+L+W0 0.00 No Messages No Messages118 L1.5X1.5X3/16 Beam No Messages 0.23 PMM D+L+W90 0.00 No Messages No Messages119 L1.5X1.5X3/16 Beam No Messages 0.38 PMM D+L+W0 0.00 No Messages No Messages126 L2.5X2.5X3/16 Beam No Messages 0.13 PMM D+L+W0 0.00 No Messages No Messages127 L2.5X2.5X3/16 Beam No Messages 0.24 PMM D+L+W90 0.00 No Messages No Messages128 L2X2X3/16 Brace No Messages 0.16 PMM D+L+W180 0.21 No Messages No Messages129 L2X2X3/16 Brace No Messages 0.18 PMM D+L+W180 0.21 No Messages No Messages130 L1.5X1.5X3/16 Beam No Messages 0.27 PMM D+L+W90 0.00 No Messages No Messages131 L1.5X1.5X3/16 Beam No Messages 0.23 PMM D+L+W0 0.00 No Messages No Messages132 P8 Column No Messages 0.53 PMM D+L+W90 3.41 No Messages No Messages134 P8 Column No Messages 0.67 PMM D+L+W90 3.41 No Messages No Messages136 P8 Column No Messages 0.80 PMM D+L+W0 3.41 No Messages No Messages138 L4X4X1/4 Brace No Messages 0.13 PMM D+L+W90 0.00 No Messages No Messages139 L4X4X1/4 Brace No Messages 0.44 PMM D+L+W90 0.00 No Messages No Messages140 P6 Column No Messages 0.66 PMM D+L+W90 0.00 No Messages No Messages142 P6 Column No Messages 0.90 PMM D+L+W90 0.00 No Messages No Messages144 P6 Column No Messages 1.08 PMM D+L+W0 0.00 No Messages No Messages146 L3X3X5/16 Brace No Messages 0.12 PMM D+L+W180 0.00 No Messages No Messages147 L3X3X5/16 Brace No Messages 0.61 PMM D+L+W90 0.00 No Messages No Messages
TABLE: Steel Design 1 - Summary Data - AISC-ASD89
MEMORIA DE CÁLCULOTorre Revisión Fecha
T60v125 V00 21-Sept-15
INDUSTRIAL INSTRUMENTATION
SITIO EL TAMBORAL
8.- VERIFICACIÓN DE ELEMENTOS ESTRUCTURALES DE LA TORRE
MEMORIA DE CÁLCULOTorre Revisión Fecha
T60v125 V00 21-Sept-15
INDUSTRIAL INSTRUMENTATION
SITIO EL TAMBORAL
154 L3X3X1/4 Brace No Messages 0.13 PMM D+L+W90 0.00 No Messages No Messages155 L3X3X1/4 Brace No Messages 0.53 PMM D+L+W90 0.00 No Messages No Messages156 P4 Column No Messages 0.81 PMM D+L+W90 0.00 No Messages No Messages158 P4 Column No Messages 1.04 PMM D+L+W90 0.00 No Messages No Messages160 P4 Column No Messages 1.22 PMM D+L+W0 0.00 No Messages No Messages162 L2.5X2.5X1/4 Brace No Messages 0.14 PMM D+L+W90 0.00 No Messages No Messages163 L2.5X2.5X1/4 Brace No Messages 0.64 PMM D+L+W90 0.00 No Messages No Messages172 P3 Column No Messages 0.83 PMM D+L+W90 0.00 No Messages No Messages174 P3 Column No Messages 1.07 PMM D+L+W90 0.00 No Messages No Messages176 P3 Column No Messages 1.23 PMM D+L+W0 0.00 No Messages No Messages2 L4X4X1/4 Beam No Messages 0.15 PMM D+L+W0 3.20 No Messages No Messages5 L4X4X1/4 Beam No Messages 0.15 PMM D+L+W0 0.00 No Messages No Messages
281 L2.5X2.5X3/16 Brace No Messages 0.50 PMM D+L+W0 0.28 No Messages No Messages282 L2.5X2.5X3/16 Brace No Messages 0.35 PMM D+L+W0 0.28 No Messages No Messages283 L2.5X2.5X3/16 Brace No Messages 0.33 PMM D+L+W180 0.28 No Messages No Messages284 L2.5X2.5X3/16 Brace No Messages 0.08 PMM D+L+W90 0.28 No Messages No Messages285 L2X2X3/16 Beam No Messages 0.56 PMM D+L+W180 0.00 No Messages No Messages286 L2X2X3/16 Beam No Messages 0.38 PMM D+L+W180 0.00 No Messages No Messages287 L2X2X3/16 Beam No Messages 0.48 PMM D+L+W90 0.00 No Messages No Messages288 L2X2X3/16 Beam No Messages 0.36 PMM D+L+W90 0.00 No Messages No Messages291 L2X2X3/16 Brace No Messages 0.63 PMM D+L+W0 0.28 No Messages No Messages292 L2X2X3/16 Brace No Messages 0.40 PMM D+L+W0 0.28 No Messages No Messages293 L2X2X3/16 Brace No Messages 0.35 PMM D+L+W180 0.28 No Messages No Messages294 L2X2X3/16 Brace No Messages 0.09 PMM D+L+W180 0.28 No Messages No Messages295 L1.5X1.5X3/16 Beam No Messages 0.85 PMM D+L+W180 0.00 No Messages No Messages296 L1.5X1.5X3/16 Beam No Messages 0.55 PMM D+L+W180 0.00 No Messages No Messages297 L1.5X1.5X3/16 Beam No Messages 0.74 PMM D+L+W90 0.00 No Messages No Messages298 L1.5X1.5X3/16 Beam No Messages 0.45 PMM D+L+W90 0.00 No Messages No Messages301 L3X3X1/4 Beam No Messages 0.14 PMM D+L+W90 0.00 No Messages No Messages302 L3X3X1/4 Beam No Messages 0.14 PMM D+L+W180 0.00 No Messages No Messages303 L2X2X3/16 Brace No Messages 0.50 PMM D+L+W0 0.28 No Messages No Messages304 L2X2X3/16 Brace No Messages 0.23 PMM D+L+W0 0.28 No Messages No Messages305 L2X2X3/16 Brace No Messages 0.33 PMM D+L+W180 0.28 No Messages No Messages306 L2X2X3/16 Brace No Messages 0.08 PMM D+L+W0 0.28 No Messages No Messages307 L1.5X1.5X3/16 Beam No Messages 0.67 PMM D+L+W180 0.00 No Messages No Messages308 L1.5X1.5X3/16 Beam No Messages 0.33 PMM D+L+W90 0.00 No Messages No Messages309 L1.5X1.5X3/16 Beam No Messages 0.56 PMM D+L+W90 0.00 No Messages No Messages310 L1.5X1.5X3/16 Beam No Messages 0.27 PMM D+L+W90 0.00 No Messages No Messages313 L2.5X2.5X3/16 Beam No Messages 0.25 PMM D+L+W0 0.00 No Messages No Messages314 L2.5X2.5X3/16 Beam No Messages 0.19 PMM D+L+W180 0.00 No Messages No Messages315 L2X2X3/16 Brace No Messages 0.21 PMM D+L+W0 0.21 No Messages No Messages316 L2X2X3/16 Brace No Messages 0.07 PMM D+L+W180 0.21 No Messages No Messages317 L1.5X1.5X3/16 Beam No Messages 0.29 PMM D+L+W180 0.00 No Messages No Messages318 L1.5X1.5X3/16 Beam No Messages 0.26 PMM D+L+W90 0.00 No Messages No Messages319 L4X4X1/4 Brace No Messages 0.48 PMM D+L+W0 0.00 No Messages No Messages320 L4X4X1/4 Brace No Messages 0.43 PMM D+L+W180 0.00 No Messages No Messages321 L3X3X5/16 Brace No Messages 0.70 PMM D+L+W0 0.00 No Messages No Messages322 L3X3X5/16 Brace No Messages 0.55 PMM D+L+W180 0.00 No Messages No Messages323 L3X3X1/4 Brace No Messages 0.57 PMM D+L+W0 0.00 No Messages No Messages324 L3X3X1/4 Brace No Messages 0.48 PMM D+L+W180 0.00 No Messages No Messages325 L2.5X2.5X1/4 Brace No Messages 0.69 PMM D+L+W0 0.00 No Messages No Messages326 L2.5X2.5X1/4 Brace No Messages 0.59 PMM D+L+W180 0.00 No Messages No Messages327 L2.5X2.5X3/16 Brace No Messages 0.78 PMM D+L+W0 2.05 No Messages No Messages328 L2.5X2.5X3/16 Brace No Messages 0.59 PMM D+L+W180 2.05 No Messages No Messages329 L2.5X2.5X3/16 Brace No Messages 0.56 PMM D+L+W0 1.86 No Messages No Messages330 L2.5X2.5X3/16 Brace No Messages 0.45 PMM D+L+W180 1.86 No Messages No Messages331 L2X2X3/16 Brace No Messages 0.80 PMM D+L+W0 1.67 No Messages No Messages332 L2X2X3/16 Brace No Messages 0.63 PMM D+L+W180 1.67 No Messages No Messages333 L2X2X3/16 Brace No Messages 0.56 PMM D+L+W0 1.50 No Messages No Messages334 L2X2X3/16 Brace No Messages 0.48 PMM D+L+W180 1.50 No Messages No Messages335 L2X2X3/16 Brace No Messages 0.42 PMM D+L+W0 1.35 No Messages No Messages
MEMORIA DE CÁLCULOTorre Revisión Fecha
T60v125 V00 21-Sept-15
INDUSTRIAL INSTRUMENTATION
SITIO EL TAMBORAL
336 L2X2X3/16 Brace No Messages 0.34 PMM D+L+W180 1.35 No Messages No Messages337 L1.5X1.5X3/16 Brace No Messages 0.66 PMM D+L+W0 1.22 No Messages No Messages338 L1.5X1.5X3/16 Brace No Messages 0.71 PMM D+L+W180 1.22 No Messages No Messages339 L1.5X1.5X3/16 Brace No Messages 0.61 PMM D+L+W0 1.10 No Messages No Messages340 L1.5X1.5X3/16 Brace No Messages 0.49 PMM D+L+W180 1.10 No Messages No Messages341 L1.5X1.5X3/16 Brace No Messages 0.45 PMM D+L+W0 1.21 No Messages No Messages342 L1.5X1.5X3/16 Brace No Messages 0.26 PMM D+L+W180 1.21 No Messages No Messages343 L4X4X1/4 Beam No Messages 0.16 PMM D+L+W90 3.20 No Messages No Messages344 L4X4X1/4 Beam No Messages 0.14 PMM D+L+W180 0.00 No Messages No Messages359 L2.5X2.5X3/16 Brace No Messages 0.42 PMM D+L+W90 0.28 No Messages No Messages360 L2.5X2.5X3/16 Brace No Messages 0.35 PMM D+L+W90 0.28 No Messages No Messages361 L2.5X2.5X3/16 Brace No Messages 0.52 PMM D+L+W0 0.28 No Messages No Messages362 L2.5X2.5X3/16 Brace No Messages 0.32 PMM D+L+W0 0.28 No Messages No Messages363 L2X2X3/16 Beam No Messages 0.46 PMM D+L+W0 0.00 No Messages No Messages364 L2X2X3/16 Beam No Messages 0.17 PMM D+L+W90 0.00 No Messages No Messages365 L2X2X3/16 Beam No Messages 0.59 PMM D+L+W180 0.00 No Messages No Messages366 L2X2X3/16 Beam No Messages 0.34 PMM D+L+W180 0.00 No Messages No Messages369 L2X2X3/16 Brace No Messages 0.54 PMM D+L+W90 0.28 No Messages No Messages370 L2X2X3/16 Brace No Messages 0.35 PMM D+L+W90 0.28 No Messages No Messages371 L2X2X3/16 Brace No Messages 0.64 PMM D+L+W0 0.28 No Messages No Messages372 L2X2X3/16 Brace No Messages 0.38 PMM D+L+W0 0.28 No Messages No Messages373 L1.5X1.5X3/16 Beam No Messages 0.59 PMM D+L+W0 0.00 No Messages No Messages374 L1.5X1.5X3/16 Beam No Messages 0.15 PMM D+L+W90 0.00 No Messages No Messages375 L1.5X1.5X3/16 Beam No Messages 0.87 PMM D+L+W180 0.00 No Messages No Messages376 L1.5X1.5X3/16 Beam No Messages 0.50 PMM D+L+W180 0.00 No Messages No Messages379 L3X3X1/4 Beam No Messages 0.14 PMM D+L+W180 0.00 No Messages No Messages380 L3X3X1/4 Beam No Messages 0.05 PMM D+L+W90 0.00 No Messages No Messages381 L2X2X3/16 Brace No Messages 0.42 PMM D+L+W90 0.28 No Messages No Messages382 L2X2X3/16 Brace No Messages 0.23 PMM D+L+W90 0.28 No Messages No Messages383 L2X2X3/16 Brace No Messages 0.52 PMM D+L+W0 0.28 No Messages No Messages384 L2X2X3/16 Brace No Messages 0.25 PMM D+L+W90 0.28 No Messages No Messages385 L1.5X1.5X3/16 Beam No Messages 0.56 PMM D+L+W0 0.00 No Messages No Messages386 L1.5X1.5X3/16 Beam No Messages 0.12 PMM D+L+W90 0.00 No Messages No Messages387 L1.5X1.5X3/16 Beam No Messages 0.70 PMM D+L+W180 0.00 No Messages No Messages388 L1.5X1.5X3/16 Beam No Messages 0.25 PMM D+L+W180 0.00 No Messages No Messages391 L2.5X2.5X3/16 Beam No Messages 0.23 PMM D+L+W180 0.00 No Messages No Messages392 L2.5X2.5X3/16 Beam No Messages 0.11 PMM D+L+W0 0.00 No Messages No Messages393 L2X2X3/16 Brace No Messages 0.20 PMM D+L+W90 0.21 No Messages No Messages394 L2X2X3/16 Brace No Messages 0.20 PMM D+L+W0 0.21 No Messages No Messages395 L1.5X1.5X3/16 Beam No Messages 0.12 PMM D+L+W90 0.00 No Messages No Messages396 L1.5X1.5X3/16 Beam No Messages 0.27 PMM D+L+W180 0.00 No Messages No Messages397 L4X4X1/4 Brace No Messages 0.49 PMM D+L+W180 0.00 No Messages No Messages398 L4X4X1/4 Brace No Messages 0.58 PMM D+L+W0 0.00 No Messages No Messages399 L3X3X5/16 Brace No Messages 0.65 PMM D+L+W180 0.00 No Messages No Messages400 L3X3X5/16 Brace No Messages 0.82 PMM D+L+W0 0.00 No Messages No Messages401 L3X3X1/4 Brace No Messages 0.56 PMM D+L+W180 0.00 No Messages No Messages402 L3X3X1/4 Brace No Messages 0.68 PMM D+L+W0 0.00 No Messages No Messages403 L2.5X2.5X1/4 Brace No Messages 0.68 PMM D+L+W180 0.00 No Messages No Messages404 L2.5X2.5X1/4 Brace No Messages 0.83 PMM D+L+W0 0.00 No Messages No Messages405 L2.5X2.5X3/16 Brace No Messages 0.70 PMM D+L+W180 2.05 No Messages No Messages406 L2.5X2.5X3/16 Brace No Messages 0.89 PMM D+L+W0 2.05 No Messages No Messages407 L2.5X2.5X3/16 Brace No Messages 0.51 PMM D+L+W180 1.86 No Messages No Messages408 L2.5X2.5X3/16 Brace No Messages 0.63 PMM D+L+W0 1.86 No Messages No Messages409 L2X2X3/16 Brace No Messages 0.71 PMM D+L+W180 1.67 No Messages No Messages410 L2X2X3/16 Brace No Messages 0.87 PMM D+L+W0 1.67 No Messages No Messages411 L2X2X3/16 Brace No Messages 0.50 PMM D+L+W180 1.50 No Messages No Messages412 L2X2X3/16 Brace No Messages 0.61 PMM D+L+W0 1.50 No Messages No Messages413 L2X2X3/16 Brace No Messages 0.36 PMM D+L+W180 1.35 No Messages No Messages414 L2X2X3/16 Brace No Messages 0.42 PMM D+L+W0 1.35 No Messages No Messages415 L1.5X1.5X3/16 Brace No Messages 0.62 PMM D+L+W180 1.22 No Messages No Messages416 L1.5X1.5X3/16 Brace No Messages 0.71 PMM D+L+W0 1.22 No Messages No Messages
MEMORIA DE CÁLCULOTorre Revisión Fecha
T60v125 V00 21-Sept-15
INDUSTRIAL INSTRUMENTATION
SITIO EL TAMBORAL
417 L1.5X1.5X3/16 Brace No Messages 0.46 PMM D+L+W180 1.10 No Messages No Messages418 L1.5X1.5X3/16 Brace No Messages 0.53 PMM D+L+W0 1.10 No Messages No Messages419 L1.5X1.5X3/16 Brace No Messages 0.39 PMM D+L+W90 1.21 No Messages No Messages420 L1.5X1.5X3/16 Brace No Messages 0.33 PMM D+L+W0 1.21 No Messages No Messages421 L4X4X1/4 Beam No Messages 0.14 PMM D+L+W180 3.20 No Messages No Messages422 L4X4X1/4 Beam No Messages 0.06 PMM D+L+W90 0.00 No Messages No Messages426 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W180 0.00 No Messages kl/r > 200 (AISC-ASD B7, AISC-ASD SAM 4)427 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W90 0.00 No Messages kl/r > 200 (AISC-ASD B7, AISC-ASD SAM 4)428 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W0 0.00 No Messages kl/r > 200 (AISC-ASD B7, AISC-ASD SAM 4)429 P12 Column No Messages 0.79 PMM D+L+W90 5.47 No Messages No Messages432 P12 Column No Messages 0.89 PMM D+L+W90 5.47 No Messages No Messages435 P12 Column No Messages 1.09 PMM D+L+W0 5.47 No Messages No Messages453 L4X4X1/4 Beam No Messages 0.08 PMM D+L+W0 0.00 No Messages No Messages454 L4X4X1/4 Beam No Messages 0.09 PMM D+L+W90 0.00 No Messages No Messages459 L2.5X2.5X3/16 Brace No Messages 0.35 PMM D+L+W180 0.28 No Messages No Messages460 L2.5X2.5X3/16 Brace No Messages 0.23 PMM D+L+W180 0.28 No Messages No Messages461 L2.5X2.5X3/16 Brace No Messages 0.59 PMM D+L+W90 0.28 No Messages No Messages462 L2.5X2.5X3/16 Brace No Messages 0.26 PMM D+L+W180 0.28 No Messages No Messages463 L2X2X3/16 Beam No Messages 0.73 PMM D+L+W90 0.00 No Messages No Messages464 L2X2X3/16 Beam No Messages 0.27 PMM D+L+W90 0.00 No Messages No Messages465 L2X2X3/16 Beam No Messages 0.38 PMM D+L+W0 0.00 No Messages No Messages466 L2X2X3/16 Beam No Messages 0.30 PMM D+L+W0 0.00 No Messages No Messages471 L4X4X1/4 Beam No Messages 0.10 PMM D+L+W90 0.00 No Messages No Messages472 L4X4X1/4 Beam No Messages 0.09 PMM D+L+W180 0.00 No Messages No Messages473 L2.5X2.5X3/16 Brace No Messages 0.78 PMM D+L+W0 0.28 No Messages No Messages474 L2.5X2.5X3/16 Brace No Messages 0.32 PMM D+L+W0 0.28 No Messages No Messages475 L2.5X2.5X3/16 Brace No Messages 0.43 PMM D+L+W180 0.28 No Messages No Messages476 L2.5X2.5X3/16 Brace No Messages 0.07 PMM D+L+W180 0.28 No Messages No Messages477 L2X2X3/16 Beam No Messages 0.88 PMM D+L+W180 0.00 No Messages No Messages478 L2X2X3/16 Beam No Messages 0.33 PMM D+L+W180 0.00 No Messages No Messages479 L2X2X3/16 Beam No Messages 0.78 PMM D+L+W90 0.00 No Messages No Messages480 L2X2X3/16 Beam No Messages 0.26 PMM D+L+W90 0.00 No Messages No Messages483 L4X4X1/4 Beam No Messages 0.10 PMM D+L+W180 0.00 No Messages No Messages484 L4X4X1/4 Beam No Messages 0.06 PMM D+L+W0 0.00 No Messages No Messages485 L2.5X2.5X3/16 Brace No Messages 0.69 PMM D+L+W90 0.28 No Messages No Messages486 L2.5X2.5X3/16 Brace No Messages 0.25 PMM D+L+W90 0.28 No Messages No Messages487 L2.5X2.5X3/16 Brace No Messages 0.80 PMM D+L+W0 0.28 No Messages No Messages488 L2.5X2.5X3/16 Brace No Messages 0.30 PMM D+L+W0 0.28 No Messages No Messages489 L2X2X3/16 Beam No Messages 0.60 PMM D+L+W0 0.00 No Messages No Messages490 L2X2X3/16 Beam No Messages 0.09 PMM D+L+W90 0.00 No Messages No Messages491 L2X2X3/16 Beam No Messages 0.90 PMM D+L+W180 0.00 No Messages No Messages492 L2X2X3/16 Beam No Messages 0.31 PMM D+L+W180 0.00 No Messages No Messages493 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W90 0.00 No Messages kl/r > 200 (AISC-ASD B7, AISC-ASD SAM 4)494 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W180 0.00 No Messages kl/r > 200 (AISC-ASD B7, AISC-ASD SAM 4)495 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W0 0.00 No Messages kl/r > 200 (AISC-ASD B7, AISC-ASD SAM 4)81 L3X3X1/4 Beam No Messages 0.19 PMM D+L+W90 2.88 No Messages No Messages87 L3X3X1/4 Beam No Messages 0.19 PMM D+L+W180 0.00 No Messages No Messages9 L3X3X1/4 Beam No Messages 0.07 PMM D+L+W0 0.15 No Messages No Messages11 L3X3X1/4 Beam No Messages 0.20 PMM D+L+W180 0.00 No Messages No Messages14 L4X4X1/4 Brace No Messages 0.69 PMM D+L+W90 2.39 No Messages No Messages15 L4X4X1/4 Brace No Messages 0.58 PMM D+L+W90 2.15 No Messages No Messages17 L4X4X1/4 Brace No Messages 0.31 PMM D+L+W90 2.39 No Messages No Messages22 L4X4X1/4 Brace No Messages 0.30 PMM D+L+W90 2.15 No Messages No Messages26 L4X4X1/4 Brace No Messages 0.28 PMM D+L+W90 2.14 No Messages No Messages28 L4X4X1/4 Brace No Messages 0.27 PMM D+L+W90 1.93 No Messages No Messages31 L4X4X1/4 Brace No Messages 0.56 PMM D+L+W90 2.14 No Messages No Messages34 L4X4X1/4 Brace No Messages 0.48 PMM D+L+W90 1.93 No Messages No Messages38 L3X3X1/4 Brace No Messages 0.30 PMM D+L+W90 1.93 No Messages No Messages40 L3X3X1/4 Brace No Messages 0.29 PMM D+L+W90 1.74 No Messages No Messages43 L3X3X1/4 Brace No Messages 0.74 PMM D+L+W90 1.93 No Messages No Messages46 L3X3X1/4 Brace No Messages 0.59 PMM D+L+W90 1.74 No Messages No Messages
MEMORIA DE CÁLCULOTorre Revisión Fecha
T60v125 V00 21-Sept-15
INDUSTRIAL INSTRUMENTATION
SITIO EL TAMBORAL
48 L4X4X1/4 Brace No Messages 0.22 PMM D+L+W90 1.74 No Messages No Messages50 L4X4X1/4 Brace No Messages 0.21 PMM D+L+W180 0.00 No Messages No Messages52 L4X4X1/4 Brace No Messages 0.40 PMM D+L+W90 1.74 No Messages No Messages54 L4X4X1/4 Brace No Messages 0.60 PMM D+L+W90 0.00 No Messages No Messages56 L4X4X1/4 Brace No Messages 0.61 PMM D+L+W180 4.77 No Messages No Messages58 L4X4X1/4 Brace No Messages 0.58 PMM D+L+W180 2.15 No Messages No Messages60 L4X4X1/4 Brace No Messages 0.85 PMM D+L+W0 2.39 No Messages No Messages65 L4X4X1/4 Brace No Messages 0.67 PMM D+L+W0 2.15 No Messages No Messages69 L4X4X1/4 Brace No Messages 0.72 PMM D+L+W0 2.14 No Messages No Messages73 L4X4X1/4 Brace No Messages 0.60 PMM D+L+W0 1.93 No Messages No Messages75 L4X4X1/4 Brace No Messages 0.44 PMM D+L+W180 2.14 No Messages No Messages77 L4X4X1/4 Brace No Messages 0.44 PMM D+L+W180 1.93 No Messages No Messages79 L3X3X1/4 Brace No Messages 0.94 PMM D+L+W0 1.93 No Messages No Messages88 L3X3X1/4 Brace No Messages 0.72 PMM D+L+W0 1.74 No Messages No Messages89 L3X3X1/4 Brace No Messages 0.64 PMM D+L+W180 3.87 No Messages No Messages92 L3X3X1/4 Brace No Messages 0.57 PMM D+L+W180 1.74 No Messages No Messages93 L4X4X1/4 Brace No Messages 0.51 PMM D+L+W0 1.74 No Messages No Messages94 L4X4X1/4 Brace No Messages 0.71 PMM D+L+W0 0.00 No Messages No Messages95 L4X4X1/4 Brace No Messages 0.32 PMM D+L+W180 3.48 No Messages No Messages96 L4X4X1/4 Brace No Messages 0.54 PMM D+L+W180 0.00 No Messages No Messages97 L4X4X1/4 Brace No Messages 0.90 PMM D+L+W0 2.39 No Messages No Messages99 L4X4X1/4 Brace No Messages 0.74 PMM D+L+W0 2.15 No Messages No Messages
101 L4X4X1/4 Brace No Messages 0.67 PMM D+L+W90 2.39 No Messages No Messages103 L4X4X1/4 Brace No Messages 0.66 PMM D+L+W180 2.15 No Messages No Messages104 L4X4X1/4 Brace No Messages 0.60 PMM D+L+W90 2.14 No Messages No Messages105 L4X4X1/4 Brace No Messages 0.50 PMM D+L+W180 1.93 No Messages No Messages106 L4X4X1/4 Brace No Messages 0.76 PMM D+L+W0 2.14 No Messages No Messages107 L4X4X1/4 Brace No Messages 0.64 PMM D+L+W0 1.93 No Messages No Messages108 L3X3X1/4 Brace No Messages 0.72 PMM D+L+W90 1.93 No Messages No Messages109 L3X3X1/4 Brace No Messages 0.64 PMM D+L+W180 1.74 No Messages No Messages120 L3X3X1/4 Brace No Messages 1.00 PMM D+L+W0 1.93 No Messages No Messages121 L3X3X1/4 Brace No Messages 0.77 PMM D+L+W0 1.74 No Messages No Messages122 L4X4X1/4 Brace No Messages 0.42 PMM D+L+W90 1.74 No Messages No Messages123 L4X4X1/4 Brace No Messages 0.64 PMM D+L+W180 0.00 No Messages No Messages124 L4X4X1/4 Brace No Messages 0.53 PMM D+L+W0 1.74 No Messages No Messages125 L4X4X1/4 Brace No Messages 0.82 PMM D+L+W0 0.00 No Messages No Messages133 2L4X4X1/4 Brace No Messages 0.33 PMM D+L+W90 2.66 No Messages No Messages135 L4X4X1/4 Brace No Messages 0.75 PMM D+L+W90 2.39 No Messages No Messages137 2L4X4X1/4 Brace No Messages 0.20 PMM D+L+W90 2.66 No Messages No Messages141 L4X4X1/4 Brace No Messages 0.34 PMM D+L+W180 2.39 No Messages No Messages143 2L4X4X1/4 Brace No Messages 0.25 PMM D+L+W180 2.66 No Messages No Messages145 L4X4X1/4 Brace No Messages 0.64 PMM D+L+W180 2.39 No Messages No Messages148 2L4X4X1/4 Brace No Messages 0.44 PMM D+L+W0 2.66 No Messages No Messages149 L4X4X1/4 Brace No Messages 1.05 PMM D+L+W0 2.39 No Messages No Messages150 2L4X4X1/4 Brace No Messages 0.46 PMM D+L+W0 2.66 No Messages No Messages151 L4X4X1/4 Brace No Messages 1.18 PMM D+L+W0 2.39 No Messages No Messages152 2L4X4X1/4 Brace No Messages 0.39 PMM D+L+W90 2.66 No Messages No Messages153 L4X4X1/4 Brace No Messages 0.84 PMM D+L+W90 2.39 No Messages No Messages27 Round 1.5" Column No Messages 0.29 PMM D+L+W90 0.18 No Messages No Messages32 Round 1.5" Column No Messages 0.49 PMM D+L+W90 0.18 No Messages No Messages42 Round 1.5" Column No Messages 0.56 PMM D+L+W0 0.18 No Messages No Messages4 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W0 0.00 No Messages No Messages6 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W90 0.00 No Messages No Messages8 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W90 0.00 No Messages No Messages10 L1.5X1.5X3/16 Brace No Messages 0.26 PMM D+L+W90 1.22 No Messages No Messages13 L1.5X1.5X3/16 Brace No Messages 0.75 PMM D+L+W90 1.22 No Messages No Messages18 L1.5X1.5X3/16 Brace No Messages 0.23 PMM D+L+W90 1.10 No Messages No Messages30 L1.5X1.5X3/16 Brace No Messages 0.67 PMM D+L+W90 1.10 No Messages No Messages39 L1.5X1.5X3/16 Brace No Messages 0.14 PMM D+L+W180 1.21 No Messages No Messages47 L1.5X1.5X3/16 Brace No Messages 0.48 PMM D+L+W90 1.21 No Messages No Messages51 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W0 0.00 No Messages No Messages
MEMORIA DE CÁLCULOTorre Revisión Fecha
T60v125 V00 21-Sept-15
INDUSTRIAL INSTRUMENTATION
SITIO EL TAMBORAL
53 L1.5X1.5X3/16 Beam No Messages 0.04 PMM D+L+W0 0.00 No Messages No Messages55 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W0 0.00 No Messages No Messages57 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W0 0.00 No Messages No Messages59 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W0 0.00 No Messages No Messages61 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W90 0.00 No Messages No Messages67 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W0 0.00 No Messages No Messages72 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W90 0.00 No Messages No Messages74 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W0 0.00 No Messages No Messages76 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W90 0.00 No Messages No Messages78 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W0 0.00 No Messages No Messages80 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W90 0.00 No Messages No Messages
157 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W90 0.00 No Messages No Messages161 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W90 0.00 No Messages No Messages164 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W90 0.00 No Messages No Messages165 L1.5X1.5X3/16 Beam No Messages 0.01 PMM D+L+W90 0.00 No Messages No Messages166 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W90 0.00 No Messages No Messages167 L1.5X1.5X3/16 Beam No Messages 0.01 PMM D+L+W90 0.00 No Messages No Messages12 L2.5X2.5X3/16 Brace No Messages 0.22 PMM D+L+W90 2.05 No Messages No Messages24 L2.5X2.5X3/16 Brace No Messages 0.70 PMM D+L+W90 2.05 No Messages No Messages44 L2.5X2.5X3/16 Brace No Messages 0.22 PMM D+L+W90 1.86 No Messages No Messages
168 L2.5X2.5X3/16 Brace No Messages 0.52 PMM D+L+W90 1.86 No Messages No Messages170 L2X2X3/16 Brace No Messages 0.22 PMM D+L+W90 1.67 No Messages No Messages173 L2X2X3/16 Brace No Messages 0.76 PMM D+L+W90 1.67 No Messages No Messages177 L2X2X3/16 Brace No Messages 0.22 PMM D+L+W90 1.50 No Messages No Messages179 L2X2X3/16 Brace No Messages 0.54 PMM D+L+W90 1.50 No Messages No Messages181 L2X2X3/16 Brace No Messages 0.18 PMM D+L+W90 1.35 No Messages No Messages183 L2X2X3/16 Brace No Messages 0.44 PMM D+L+W90 1.35 No Messages No Messages185 L2X2X3/16 Beam No Messages 0.06 PMM D+L+W0 0.00 No Messages No Messages186 L2X2X3/16 Beam No Messages 0.06 PMM D+L+W0 0.00 No Messages No Messages187 L2X2X3/16 Beam No Messages 0.04 PMM D+L+W0 0.00 No Messages No Messages188 L2X2X3/16 Beam No Messages 0.03 PMM D+L+W0 0.00 No Messages No Messages189 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W0 0.00 No Messages No Messages190 L2X2X3/16 Beam No Messages 0.05 PMM D+L+W0 0.00 No Messages No Messages191 L2X2X3/16 Beam No Messages 0.04 PMM D+L+W0 0.00 No Messages No Messages192 L2X2X3/16 Beam No Messages 0.03 PMM D+L+W0 0.00 No Messages No Messages193 L2X2X3/16 Beam No Messages 0.03 PMM D+L+W0 0.00 No Messages No Messages194 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W0 0.00 No Messages No Messages195 L2X2X3/16 Beam No Messages 0.08 PMM D+L+W90 0.00 No Messages No Messages196 L2X2X3/16 Beam No Messages 0.08 PMM D+L+W90 0.00 No Messages No Messages197 L2X2X3/16 Beam No Messages 0.05 PMM D+L+W90 0.00 No Messages No Messages198 L2X2X3/16 Beam No Messages 0.04 PMM D+L+W90 0.00 No Messages No Messages199 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W90 0.00 No Messages No Messages200 L2X2X3/16 Beam No Messages 0.05 PMM D+L+W180 0.00 No Messages No Messages201 L2X2X3/16 Beam No Messages 0.05 PMM D+L+W180 0.00 No Messages No Messages202 L2X2X3/16 Beam No Messages 0.03 PMM D+L+W180 0.00 No Messages No Messages203 L2X2X3/16 Beam No Messages 0.03 PMM D+L+W180 0.00 No Messages No Messages204 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W90 0.00 No Messages No Messages205 L2X2X3/16 Beam No Messages 0.08 PMM D+L+W180 0.00 No Messages No Messages206 L2X2X3/16 Beam No Messages 0.08 PMM D+L+W180 0.00 No Messages No Messages207 L2X2X3/16 Beam No Messages 0.05 PMM D+L+W180 0.00 No Messages No Messages208 L2X2X3/16 Beam No Messages 0.04 PMM D+L+W0 0.00 No Messages No Messages209 L1.5X1.5X3/16 Beam No Messages 0.03 PMM D+L+W180 0.00 No Messages No Messages210 L2X2X3/16 Beam No Messages 0.03 PMM D+L+W90 0.00 No Messages No Messages211 L2X2X3/16 Beam No Messages 0.03 PMM D+L+W90 0.00 No Messages No Messages212 L2X2X3/16 Beam No Messages 0.03 PMM D+L+W90 0.00 No Messages No Messages213 L2X2X3/16 Beam No Messages 0.02 PMM D+L+W90 0.00 No Messages No Messages214 L1.5X1.5X3/16 Beam No Messages 0.02 PMM D+L+W90 0.00 No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
36
Esquema gráfico de la relación de esfuerzos
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
37
9.- REVISIÓN DE ESTABILIDAD.
Cliente:
Tipo de torre:
Revisión
1.0 Datos de Fundación:
a = 1.050 mb = 1.050 m
Sobreelevación de pedestal: b = 0.300 mDesplante: d = 3.800 m
L = 4.300 mW = 4.300 m
Peralte de zapata: t = 0.600 mProfundidad de pedestal: c = 3.200 mAngulo de fricción del suelo: φ = 22.00 °Angulo de superficie de rotura: β = 14.67 °
Datos del concreto:
Peso volumetrico del concreto: γC = 2,400.00 kg/m3
Resistencia a compresión: f'C = 245.00 kg/cm2
Volumen de concreto: VC = 14.95 m3
Peso de concreto : WC = 35,886.60 kg
6.29 m x 6.29 m
1.05 m
0.30 m
N.F.:30.00 m
14.67°3.80 m
0.60 m
4.30 m x 4.30 m
Dimensiones del Pedestal
Dimensiones de la Zapata
CLARO
V01
REVISIÓN DE ESTABILIDAD
TORRE DE TELECOMUNICACION EL TAMBORAL
Torre Atirantada 60m 125mph
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
38
2.0 Datos de suelo de soporte:
Capacidad de soporte del suelo: qa = 2.00 kg/cm2
Peso volumetrico del suelo: γ S = 1,750.00 kg/m3
L = 6.29 mB = 6.29 m
Volumen total: V = 107.78 m3
Volumen de suelo: Vs = 92.82 m3
Peso resistente del suelo: W S = 162,439.7 kg
Nota:Todas las secciones transversales en planta se han tomado cuadradas.Cohesión: c = 10,000.00 kg/m2
Fuerza de cohesión: F c = 20,963.66 kg
Requerimientos de estabilidad TIA/EIA-222-F:
Torre: Torre Atirantada 60m 125mphReacciones: Compresión: P = 138,788.2 kg
Tensión: T = 119,387.0 kgCortante: V = 18,617.35 kg
Peso resistente de suelo: WR = 183,403.4 kg
Peso del concreto: WC = 35,886.60 kg
Máxima reacción de levantamiento: UP = 119,387.0 kg
Diámetro de la fundación: d = 4.30 mCortante: S = 182.64 kNMomento de vuelco: M = 0.00 kN.m
( Apoyo articulado )
Longitud de desplante:
Desplante: LD = 3.80 m
Desplante minimo: LD mín = 3.70 m
LD > LD MÍN Si cumple
Levantamiento:
1.
120,411.0 kg > 119,387 kg Si cumple
2.
146,193.3 kg > 119,387 kg Si cumple
Proyección del la cuña de suelo
pCR U
1.25
W
2.0
W
(m) 143d
M
96
S
d 41333
S 2
143d
S 0.61 LL
21
2
2
MIN DD
pCR U
1.5
WW
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
39
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. Capacidad de carga del suelo
Panel OutputCase CaseType MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin
Text Text Text kgf/cm2 kgf/cm2 cm cm cm cm
1 D+L+W0 Combination ‐0.14 ‐1.68 ‐431.51 590.00 540.51 0.00
1 D+L+W90 Combination 0.07 ‐1.51 ‐431.51 ‐482.50 ‐431.51 590.00
1 D+L+W180 Combination 0.19 ‐1.25 540.51 0.00 ‐431.51 590.00
TABLE: Soil Pressures ‐ Summary
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Gráfico Condición máxima de esfuerzos inducidos al suelo
10.3. Punzonamiento.
Point GlobalX GlobalY ReinfType Status Ratio Combo
Text cm cm Text Text Unitless Text
166.00 ‐216.51 ‐375.00 None OK 0.43 1.3(D+L+W90)
167.00 ‐216.51 375.00 None OK 0.42 1.3(D+L+W90)
168.00 433.01 0.00 None OK 0.51 1.3(D+L+W0)
TABLE: Concrete Slab Design 02 ‐ Punching Shear Data
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Gráfico de Punzonamiento
10.4. Acero de Refuerzo.
Strip SpanID Location FTopCombo FTopMoment FTopArea FBotCombo FBotMoment FBotArea VCombo VForce VArea Status Layer
Text Text Text Text kgf‐cm cm2 Text kgf‐cm cm2 Text kgf cm2/cm Text Text
CSA1 Span 1 Start 1.3(D+L+W90) ‐3373641.20 28.22 1.3(D+L+W180) 2448701.60 14.67 0.00 0.00 OK A
CSA1 Span 1 Middle 1.3(D+L+W90) ‐8613280.80 69.13 1.3(D+L+W180) 6807222.40 40.98 1.3(D+L+W90) 18164.48 0.00 OK A
CSA1 Span 1 End 1.3(D+L+W90) ‐3043918.80 24.84 1.3(D+L+W180) 1344820.60 9.36 1.3(D+L+W90) 46835.75 0.00 OK A
CSA2 Span 1 Start 1.3(D+L+W0) ‐2699547.80 23.39 1.3(D+L+W90) 3460490.80 21.40 0.00 0.00 OK A
CSA2 Span 1 Middle 1.3(D+L+W0) ‐7605230.40 62.70 1.3(D+L+W90) 8868470.40 53.86 1.3(D+L+W90) 18766.21 0.00 OK A
CSA2 Span 1 End 1.3(D+L+W0) ‐1480825.10 11.39 1.3(D+L+W90) 3125198.20 19.78 1.3(D+L+W90) 48592.57 0.00 OK A
CSA3 Span 1 Start 1.3(D+L+W180) ‐2561080.40 19.75 1.3(D+L+W0) 2775277.00 18.35 0.00 0.00 OK A
CSA3 Span 1 Middle 1.3(D+L+W180) ‐12167545.00 100.12 1.3(D+L+W0) 13107604.80 79.52 1.3(D+L+W0) 13387.69 0.00 OK A
CSA3 Span 1 End 1.3(D+L+W180) ‐4429534.00 37.33 1.3(D+L+W0) 4778751.20 28.56 1.3(D+L+W0) 80387.59 0.00 OK A
CSB1 Span 1 Start 1.3(D+L+W90) ‐3718598.00 32.66 1.3(D+L+W180) 2160573.80 14.19 0.00 0.00 OK B
CSB1 Span 1 Middle 1.3(D+L+W90) ‐10196347.00 86.95 1.3(D+L+W180) 5331213.20 33.58 1.3(D+L+W90) 22252.73 0.00 OK B
CSB1 Span 1 End 1.3(D+L+W90) ‐2278895.60 18.24 1.3(D+L+W180) 1962055.60 12.99 1.3(D+L+W90) 38584.59 0.00 OK B
CSB2 Span 1 Start 1.3(D+L+W0) ‐2175800.80 18.74 1.3(D+L+W90) 2363433.80 15.94 0.00 0.00 OK B
CSB2 Span 1 Middle 1.3(D+L+W0) ‐5900483.60 49.41 1.3(D+L+W90) 10410617.60 64.82 1.3(D+L+W90) 11055.29 0.00 OK B
CSB2 Span 1 End 1.3(D+L+W0) ‐2404902.00 21.41 1.3(D+L+W90) 3807417.60 23.40 1.3(D+L+W90) 64155.21 0.00 OK B
CSB3 Span 1 Start 1.3(D+L+W180) ‐3848000.40 33.09 1.3(D+L+W0) 4153692.40 26.76 0.00 0.00 OK B
CSB3 Span 1 Middle 1.3(D+L+W180) ‐9544646.40 79.38 1.3(D+L+W0) 10324021.60 64.92 1.3(D+L+W0) 21210.56 0.00 OK B
CSB3 Span 1 End 1.3(D+L+W180) ‐3811221.60 32.72 1.3(D+L+W0) 4114099.20 26.60 1.3(D+L+W0) 64599.00 0.00 OK B
100.12 cm2
79.52 cm2
36 16
TABLE: Concrete Slab Design Summary 01 ‐ Flexural And Shear Data
rea acero Superior Área acero Inferior =
Varillas # 6 Varillas # 8
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Gráfico de demanda de acero de refuerzo. Lecho Inferior
Gráfico de demanda de acero de refuerzo. Lecho Superior
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11.- REVISIÓN DE PERNOS.
mm Kg kgP1 Diagonal A325N 13 1 628.39 1870.32 0.34 1.333 OK
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
mm Kg kgT1 Montante A325N 13 6 9324.56 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
P17
SecciónTipo de
ElementoTipo de Perno
Diametro de Perno
Número de Pernos
Carga Actuante
Carga permitida
Relación de Esfuerzo
Relación de Esfuerzo
PermisibleStatus
P13
P14
P15
P16
Relación de Esfuerzo
PermisibleStatus
REVISIÓN DE PERNOS DE CONEXIÓN. TORRE 60m 125 mph.
SITIO EL TAMBORAL
PanelTipo de
ElementoTipo de Perno
Diametro de Perno
Número de Pernos
Carga Actuante
Carga permitida
Relación de Esfuerzo
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12.- REVISIÓN DE PLACAS DE CONEXIÓN Y BRIDAS
in Kips in in Ksi Ksi
P1 Diagonal A325N 1/2 1 1.382 3/8 0.875 58.00 6.797 0.203 1.33 Ok
P2 Diagonal A325N 1/2 1 1.942 3/8 0.875 58.00 6.797 0.286 1.33 Ok
P3 Diagonal A325N 1/2 1 1.865 3/8 0.875 58.00 6.797 0.274 1.33 Ok
P4 Diagonal A325N 1/2 1 1.958 3/8 0.875 58.00 6.797 0.288 1.33 Ok
P5 Diagonal A325N 1/2 1 2.812 3/8 0.875 58.00 6.797 0.414 1.33 Ok
P6 Diagonal A325N 1/2 1 3.041 3/8 0.875 58.00 6.797 0.447 1.33 Ok
P7 Diagonal A325N 1/2 1 2.944 3/8 0.875 58.00 6.797 0.433 1.33 Ok
P8 Diagonal A325N 1/2 1 3.294 3/8 0.875 58.00 6.797 0.485 1.33 Ok
P9 Diagonal A325N 5/8 1 3.694 3/8 1.125 58.00 8.836 0.418 1.33 Ok
P10 Diagonal A325N 5/8 1 4.292 3/8 1.125 58.00 8.836 0.486 1.33 Ok
P11 Diagonal A325N 5/8 1 5.180 3/8 1.125 58.00 8.836 0.586 1.33 Ok
P12 Diagonal A325N 3/4 1 5.885 3/8 1.250 58.00 9.516 0.618 1.33 Ok
Diagonal A325N 7/8 1 8.807 3/8 1.500 58.00 11.555 0.762 1.33 Ok
Horizontal A325N 1/2 1 0.980 3/8 0.875 58.00 6.797 0.144 1.33 Ok
Diagonal A325N 7/8 1 9.324 3/8 1.500 59.00 11.754 0.793 2.33 Ok
Horizontal A325N 1/2 1 1.196 3/8 0.875 58.00 6.797 0.176 1.33 Ok
Diagonal A325N 3/4 2 11.729 3/8 3.245 59.00 23.453 0.500 2.33 Ok
Horizontal A325N 1/2 1 1.154 3/8 0.875 58.00 6.797 0.170 1.33 Ok
Diagonal A325N 3/4 2 12.748 3/8 3.245 59.00 23.453 0.544 2.33 Ok
Horizontal A325N 1/2 1 1.938 3/8 0.875 58.00 6.797 0.285 1.33 Ok
Diagonal A325N 3/4 2 15.171 3/8 3.245 58.00 23.055 0.658 1.33 Ok
Horizontal A325N 1/2 1 1.274 3/8 0.875 58.00 6.797 0.187 1.33 Ok
in ksi in Kips in 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
Statusr 2 r 3 k 1 k 3 f 3
Espesor requerido
tp
Calidad de Acero
Espesor del Flange
Carga Actuante
Diámetro del tubo
dc
Espesor del Tubo
tc
Dist. del tubo al centro perno
e 1
P14
P15
P16
P17
Sección
Diámetro del tubo
P13
REVISIÓN DE BRIDAS Y PLACAS DE CONEXIÓN MONTANTE-BREIZA. TORRE 60m 125 mph.SITIO EL TAMBORAL
PanelTipo de
ElementoTipo de Perno
Diametro de Perno
Número de
Pernos
Tensión Actuante
Espesor Placa tc
Distancia
D 1
Esf. últ. Placa
Fu
Tensión Perm. Relación
de Esf.
Relación de Esf. Perm.
Status
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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.
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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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Anexo I:
PLANO LLAVE TORRE T60V125 MODELO SISTTEMEX.
SIMBOLOGIA:Diagonales
Placas de empalme en cruce de diagonales
D
PLX
Notas Generales:
1.- Acotaciones en milimetros , niveles en metros.
2.-Nomenclatura de perfiles de acuerdo al Instituto Mexicano de la construccion en acero A.C. ( IMCA ).
3.-Acero Estructural de acuerdo a la norma ASTM A-36 o Fy= 36,000 lbs/in2
4.-Tornilleria de alta resistencia de acuerdo a la norma ASTM A-325 .
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.
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.
CONVENCIONES:LI - Angulo de lados iguales
DISTANCIA ENTRE PIERNAS
AuxiliaresA
1200 TODAS LAS PL's SON e= 38"
SH-8
SH-9SH-9
SH-8
SD-9
SD-8
SD-9
SD-8
SH-6
SH-7SH-7
SH-6
SD-6
SD-7SD-7
SD-6
SH-5SH-5
SH-4SH-4
SD-4
SD-5SD-5
SD-4
SH-2
SH-3SH-3
SH-2SD-2
SD-3SD-3
SD-2
SH-1SH-1
SD-1SD-1
D17B
D16B
D15B
D15AD14B
D14A
D13B
D13A
60000
A1
A1
A2
A2
A3
A3
A3
A3
A3
A3
A3
A3
7500
DF-1
DF-2H5
H4
H3
H2
H1
D17A
D16A
D15
D14
D13
D12
D11
D10
D9
D8
D7
D6
D5
D4
D3
D2
D1
ANCLAØ 1 3 4"
TRAMO 10OC Ø 12" CED. 40
6000
TRAMO 9OC Ø 12" CED. 40
6000
TRAMO 8OC Ø 10" CED. 40
6000
TRAMO 7OC Ø 10" CED. 40
6000
TRAMO 6OC Ø 8" CED. 40
6000
TRAMO 5OC Ø 8" CED. 40
6000
TRAMO 4OC Ø 6" CED. 40
6000
TRAMO 3OC Ø 4" CED. 40
6000
TRAMO 2OC Ø 3" CED. 40
6000
TRAMO 1OC Ø 1 12" CED. 40
6000
18 TORN.Ø 1" x 4 14"
18 TORN.Ø 1" x 3 3 4"
18 TORN.Ø 7 8" x 3 12"
18 TORN.Ø 7 8" x 3 14"
18 TORN.Ø 3 4" x 2 3 4"
18 TORN.Ø 58" x 2 12"
18 TORN.Ø 12" x 2"
18 TORN.Ø 12" x 2"
18 TORN.Ø 12" x 2"
18 TORN.Ø 12" x 2"
TOR
N. Ø
1 2" x
2"
TOR
N. Ø
1 2" x
1 3 4"
T. Ø
1 2" x
1 1 2"
PLS-
2PL
S-1
X-1
T. Ø
7 8" x
2 1 4"
T. Ø
3 4" x
2 1 4"
LI 3
" x 1 4"
LI 4
" x 1 4"
LI 3
" x 5 16
"LI
3" x
1 4"
PLS-
2
LI 3
" x 1 4"
LI 2
1 2" x
3 16"
LI 2
" x 3 16
"
ESTRUCTURA ASTM A-36
PLXH D SH SD DF
LI 4
" x 1 4"
PLS
PLX
-6
LI 4
" x 1 4"
PLX
-7PL
X-5
LI 1
1 2" x
3 16"
LI 2
" x 3 16
"
LI 3
" x 1 4"
PLS-
1
PLX
-4X
-10
LI 2
1 2" x
3 16"
X-5
LI 2
1 2"x1 4"
LI 2
" x 3 16
"LI
2 1 2 "
x 3 16
"LI
1 1 2 "
x 3 16
"
2 x
TO
RN
. Ø 3 4"
x 2
1 4"
TOR
N. Ø
1 2" x
1 1 2"
DF
TORNILLERIA ASTM A-325
SHH D SD
TOR
N. Ø
1 2" x
11 2"
TOR
N. Ø
1 2" x
11 2"
TOR
N. Ø
1 2" x
2"
PLSPLX
T. Ø
1 2" x
1 1 2"
TOR
N. Ø
5 8" x
2 1 4"
TOR
N. Ø
1 2" x
1 3 4"
TO
RN
. Ø 5 8"
x 2
"
T. Ø
3 4" x
2 1 2"
A A
LI 3
" x 1 4"
TOR
N. Ø
5 8" x
13 4"
V A R I O S
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
Anexo II:
PROPIEDADES GEOMÉTRICAS PERFILES ESTRUCTURALES.
SectionName Material Shape t3 t2 tf tw Area TorsConst I33 I22 I23 AS2 AS3 S33 S22 Z33 Z22 R33 R22
Text Text Text mm mm mm mm mm2 mm4 mm4 mm4 mm4 mm2 mm2 mm3 mm3 mm3 mm3 mm mm
2L4X4X1/4 A36 Double Angle 101.60 203.20 6.35 6.35 2503.22 36628.37 2530687.04 4450346.56 0.00 1290.32 1290.32 34248.86 43802.62 61779.23 69304.17 31.80 42.17
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 11.60 11.60
L2.5X2.5X1/4 A36 Angle 63.50 63.50 6.35 6.35 767.74 10405.79 292610.70 292610.70 173287.14 403.23 403.23 6456.52 6456.52 11651.20 11651.20 19.52 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
L2X2X3/16 A36 Angle 50.80 50.80 4.76 4.76 461.29 3746.08 113214.95 113214.95 67248.46 241.94 241.94 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
L4X4X1/4 A36 Angle 101.60 101.60 6.35 6.35 1251.61 18314.18 1265343.52 1265343.52 755258.64 645.16 645.16 17206.64 17206.64 30807.68 30807.68 31.80 31.80
P1.5 A53GrB Pipe 48.26 3.68 515.48 258063.49 129031.74 129031.74 0.00 289.21 289.21 5347.36 5347.36 7335.18 7335.18 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 0.00 790.39 790.39 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 532536.24 266268.12 266268.12 0.00 1371.34 1371.34 11034.73 11034.73 18733.15 18733.15 12.07 12.07
TABLE: Frame Section Properties 01 - General
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORALTorre Revisión Fecha
T60v125 V00 21-Sept-15
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
Anexo III:
RESULTADOS DE UTILIZACIÓN DE ELEMENTOS SEGÚN SAP2000.
TORRE ACTUAL + CARGAS ACTUALES + CARGAS PROYECTADAS.
1 ‐ Summary Data ‐ AISC‐ASD89
Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg
Text Text Text Text Unitless Text Text mm Text Text
64.00 P12 Column No Messages 0.79 PMM D+L+W90 1160.87 No Messages No Messages
66.00 P12 Column No Messages 0.88 PMM D+L+W90 1160.87 No Messages No Messages
68.00 P12 Column No Messages 1.08 PMM D+L+W0 1160.87 No Messages No Messages
1.00 P10 Column No Messages 0.85 PMM D+L+W90 62.03 No Messages No Messages
3.00 P10 Column No Messages 0.94 PMM D+L+W90 62.03 No Messages No Messages
7.00 P10 Column No Messages 1.15 PMM D+L+W0 62.03 No Messages No Messages
19.00 L2.5X2.5X3/16 Brace No Messages 0.16 PMM D+L+W180 277.00 No Messages No Messages
20.00 L2.5X2.5X3/16 Brace No Messages 0.31 PMM D+L+W180 277.00 No Messages No Messages
21.00 L2.5X2.5X3/16 Brace No Messages 0.37 PMM D+L+W90 277.00 No Messages No Messages
23.00 L2.5X2.5X3/16 Brace No Messages 0.34 PMM D+L+W180 277.00 No Messages No Messages
25.00 L1.5X1.5X3/16 Beam See ErrMsg 0.00 fa > Fe (ASD H1); Design can not proceed No Messages
29.00 L1.5X1.5X3/16 Beam No Messages 0.83 PMM D+L+W0 0.00 No Messages No Messages
33.00 L1.5X1.5X3/16 Beam No Messages 0.41 PMM D+L+W0 0.00 No Messages No Messages
35.00 L1.5X1.5X3/16 Beam No Messages 0.89 PMM D+L+W0 0.00 No Messages No Messages
37.00 P10 Column No Messages 0.69 PMM D+L+W90 0.00 No Messages No Messages
41.00 P10 Column No Messages 0.76 PMM D+L+W90 0.00 No Messages No Messages
45.00 P10 Column No Messages 0.93 PMM D+L+W0 0.00 No Messages No Messages
62.00 L3X3X1/4 Beam No Messages 0.17 PMM D+L+W0 0.00 No Messages No Messages
63.00 L3X3X1/4 Beam No Messages 0.16 PMM D+L+W0 0.00 No Messages No Messages
70.00 L2X2X3/16 Brace No Messages 0.26 PMM D+L+W180 277.00 No Messages No Messages
71.00 L2X2X3/16 Brace No Messages 0.32 PMM D+L+W180 277.00 No Messages No Messages
82.00 L2X2X3/16 Brace No Messages 0.49 PMM D+L+W90 277.00 No Messages No Messages
83.00 L2X2X3/16 Brace No Messages 0.36 PMM D+L+W180 277.00 No Messages No Messages
84.00 L1.5X1.5X3/16 Beam No Messages 0.72 PMM D+L+W90 0.00 No Messages No Messages
85.00 L1.5X1.5X3/16 Beam No Messages 0.45 PMM D+L+W0 0.00 No Messages No Messages
90.00 L1.5X1.5X3/16 Beam No Messages 0.34 PMM D+L+W0 0.00 No Messages No Messages
91.00 L1.5X1.5X3/16 Beam No Messages 0.48 PMM D+L+W0 0.00 No Messages No Messages
98.00 P8 Column No Messages 0.84 PMM D+L+W90 503.12 No Messages No Messages
100.00 P8 Column No Messages 0.98 PMM D+L+W90 503.12 No Messages No Messages
102.00 P8 Column No Messages 1.18 PMM D+L+W0 503.12 No Messages No Messages
110.00 L3X3X1/4 Beam No Messages 0.12 PMM D+L+W0 0.00 No Messages No Messages
111.00 L3X3X1/4 Beam No Messages 0.12 PMM D+L+W0 0.00 No Messages No Messages
112.00 L2X2X3/16 Brace No Messages 0.16 PMM D+L+W180 277.00 No Messages No Messages
113.00 L2X2X3/16 Brace No Messages 0.27 PMM D+L+W180 277.00 No Messages No Messages
114.00 L2X2X3/16 Brace No Messages 0.42 PMM D+L+W90 277.00 No Messages No Messages
115.00 L2X2X3/16 Brace No Messages 0.30 PMM D+L+W180 277.00 No Messages No Messages
116.00 L1.5X1.5X3/16 Beam No Messages 0.59 PMM D+L+W90 0.00 No Messages No Messages
117.00 L1.5X1.5X3/16 Beam No Messages 0.37 PMM D+L+W0 0.00 No Messages No Messages
118.00 L1.5X1.5X3/16 Beam No Messages 0.23 PMM D+L+W90 0.00 No Messages No Messages
119.00 L1.5X1.5X3/16 Beam No Messages 0.37 PMM D+L+W0 0.00 No Messages No Messages
126.00 L2.5X2.5X3/16 Beam No Messages 0.14 PMM D+L+W0 0.00 No Messages No Messages
127.00 L2.5X2.5X3/16 Beam No Messages 0.24 PMM D+L+W90 0.00 No Messages No Messages
128.00 L2X2X3/16 Brace No Messages 0.16 PMM D+L+W180 213.00 No Messages No Messages
129.00 L2X2X3/16 Brace No Messages 0.19 PMM D+L+W180 213.00 No Messages No Messages
130.00 L1.5X1.5X3/16 Beam No Messages 0.27 PMM D+L+W90 0.00 No Messages No Messages
131.00 L1.5X1.5X3/16 Beam No Messages 0.23 PMM D+L+W0 0.00 No Messages No Messages
132.00 P8 Column No Messages 0.53 PMM D+L+W90 3405.76 No Messages No Messages
134.00 P8 Column No Messages 0.67 PMM D+L+W90 3405.76 No Messages No Messages
136.00 P8 Column No Messages 0.80 PMM D+L+W0 3405.76 No Messages No Messages
138.00 L4X4X1/4 Brace No Messages 0.13 PMM D+L+W90 0.00 No Messages No Messages
139.00 L4X4X1/4 Brace No Messages 0.44 PMM D+L+W90 0.00 No Messages No Messages
140.00 P6 Column No Messages 0.66 PMM D+L+W90 0.00 No Messages No Messages
142.00 P6 Column No Messages 0.91 PMM D+L+W90 0.00 No Messages No Messages
144.00 P6 Column No Messages 1.08 PMM D+L+W0 0.00 No Messages No Messages
146.00 L3X3X5/16 Brace No Messages 0.12 PMM D+L+W90 0.00 No Messages No Messages
147.00 L3X3X5/16 Brace No Messages 0.61 PMM D+L+W90 0.00 No Messages No Messages
154.00 L3X3X1/4 Brace No Messages 0.13 PMM D+L+W90 0.00 No Messages No Messages
155.00 L3X3X1/4 Brace No Messages 0.53 PMM D+L+W90 0.00 No Messages No Messages
156.00 P4 Column No Messages 0.81 PMM D+L+W90 0.00 No Messages No Messages
158.00 P4 Column No Messages 1.26 PMM D+L+W90 0.00 No Messages No Messages
160.00 P4 Column Overstressed 1.52 PMM D+L+W0 0.00 No Messages No Messages
162.00 L2.5X2.5X1/4 Brace No Messages 0.14 PMM D+L+W90 0.00 No Messages No Messages
163.00 L2.5X2.5X1/4 Brace No Messages 0.65 PMM D+L+W90 0.00 No Messages No Messages
172.00 P3 Column No Messages 0.76 PMM D+L+W90 0.00 No Messages No Messages
174.00 P3 Column No Messages 1.24 PMM D+L+W90 0.00 No Messages No Messages
176.00 P3 Column Overstressed 1.47 PMM D+L+W0 0.00 No Messages No Messages
2.00 L4X4X1/4 Beam No Messages 0.14 PMM D+L+W0 3196.61 No Messages No Messages
5.00 L4X4X1/4 Beam No Messages 0.14 PMM D+L+W0 0.00 No Messages No Messages
281.00 L2.5X2.5X3/16 Brace No Messages 0.46 PMM D+L+W0 277.00 No Messages No Messages
282.00 L2.5X2.5X3/16 Brace No Messages 0.30 PMM D+L+W0 277.00 No Messages No Messages
283.00 L2.5X2.5X3/16 Brace No Messages 0.29 PMM D+L+W180 277.00 No Messages No Messages
284.00 L2.5X2.5X3/16 Brace No Messages 0.07 PMM D+L+W90 277.00 No Messages No Messages
285.00 L1.5X1.5X3/16 Beam See ErrMsg 0.00 fa > Fe (ASD H1); Design can not proceed No Messages
286.00 L1.5X1.5X3/16 Beam No Messages 0.80 PMM D+L+W180 0.00 No Messages No Messages
287.00 L1.5X1.5X3/16 Beam See ErrMsg 0.00 fa > Fe (ASD H1); Design can not proceed No Messages
288.00 L1.5X1.5X3/16 Beam No Messages 0.73 PMM D+L+W90 0.00 No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORALTorre Revisión Fecha
T60v125 V00 21/09/2015
1 ‐ Summary Data ‐ AISC‐ASD89
Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg
Text Text Text Text Unitless Text Text mm Text Text
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORALTorre Revisión Fecha
T60v125 V00 21/09/2015
291.00 L2X2X3/16 Brace No Messages 0.62 PMM D+L+W0 277.00 No Messages No Messages
292.00 L2X2X3/16 Brace No Messages 0.40 PMM D+L+W0 277.00 No Messages No Messages
293.00 L2X2X3/16 Brace No Messages 0.35 PMM D+L+W180 277.00 No Messages No Messages
294.00 L2X2X3/16 Brace No Messages 0.07 PMM D+L+W180 277.00 No Messages No Messages
295.00 L1.5X1.5X3/16 Beam No Messages 0.84 PMM D+L+W180 0.00 No Messages No Messages
296.00 L1.5X1.5X3/16 Beam No Messages 0.54 PMM D+L+W180 0.00 No Messages No Messages
297.00 L1.5X1.5X3/16 Beam No Messages 0.73 PMM D+L+W90 0.00 No Messages No Messages
298.00 L1.5X1.5X3/16 Beam No Messages 0.46 PMM D+L+W90 0.00 No Messages No Messages
301.00 L3X3X1/4 Beam No Messages 0.14 PMM D+L+W90 0.00 No Messages No Messages
302.00 L3X3X1/4 Beam No Messages 0.14 PMM D+L+W180 0.00 No Messages No Messages
303.00 L2X2X3/16 Brace No Messages 0.50 PMM D+L+W0 277.00 No Messages No Messages
304.00 L2X2X3/16 Brace No Messages 0.22 PMM D+L+W0 277.00 No Messages No Messages
305.00 L2X2X3/16 Brace No Messages 0.33 PMM D+L+W180 277.00 No Messages No Messages
306.00 L2X2X3/16 Brace No Messages 0.08 PMM D+L+W0 277.00 No Messages No Messages
307.00 L1.5X1.5X3/16 Beam No Messages 0.67 PMM D+L+W180 0.00 No Messages No Messages
308.00 L1.5X1.5X3/16 Beam No Messages 0.32 PMM D+L+W90 0.00 No Messages No Messages
309.00 L1.5X1.5X3/16 Beam No Messages 0.56 PMM D+L+W90 0.00 No Messages No Messages
310.00 L1.5X1.5X3/16 Beam No Messages 0.26 PMM D+L+W90 0.00 No Messages No Messages
313.00 L2.5X2.5X3/16 Beam No Messages 0.24 PMM D+L+W0 0.00 No Messages No Messages
314.00 L2.5X2.5X3/16 Beam No Messages 0.20 PMM D+L+W180 0.00 No Messages No Messages
315.00 L2X2X3/16 Brace No Messages 0.22 PMM D+L+W0 213.00 No Messages No Messages
316.00 L2X2X3/16 Brace No Messages 0.07 PMM D+L+W180 213.00 No Messages No Messages
317.00 L1.5X1.5X3/16 Beam No Messages 0.30 PMM D+L+W180 0.00 No Messages No Messages
318.00 L1.5X1.5X3/16 Beam No Messages 0.26 PMM D+L+W90 0.00 No Messages No Messages
319.00 L4X4X1/4 Brace No Messages 0.49 PMM D+L+W0 0.00 No Messages No Messages
320.00 L4X4X1/4 Brace No Messages 0.42 PMM D+L+W180 0.00 No Messages No Messages
321.00 L3X3X5/16 Brace No Messages 0.69 PMM D+L+W0 0.00 No Messages No Messages
322.00 L3X3X5/16 Brace No Messages 0.55 PMM D+L+W180 0.00 No Messages No Messages
323.00 L3X3X1/4 Brace No Messages 0.57 PMM D+L+W0 0.00 No Messages No Messages
324.00 L3X3X1/4 Brace No Messages 0.48 PMM D+L+W180 0.00 No Messages No Messages
325.00 L2.5X2.5X1/4 Brace No Messages 0.70 PMM D+L+W0 0.00 No Messages No Messages
326.00 L2.5X2.5X1/4 Brace No Messages 0.59 PMM D+L+W180 0.00 No Messages No Messages
327.00 L2.5X2.5X3/16 Brace No Messages 0.63 PMM D+L+W0 0.00 No Messages No Messages
328.00 L2.5X2.5X3/16 Brace No Messages 0.54 PMM D+L+W180 0.00 No Messages No Messages
329.00 L2.5X2.5X3/16 Brace No Messages 0.46 PMM D+L+W0 0.00 No Messages No Messages
330.00 L2.5X2.5X3/16 Brace No Messages 0.40 PMM D+L+W180 0.00 No Messages No Messages
331.00 L2X2X3/16 Brace No Messages 0.67 PMM D+L+W0 0.00 No Messages No Messages
332.00 L2X2X3/16 Brace No Messages 0.58 PMM D+L+W180 0.00 No Messages No Messages
333.00 L2X2X3/16 Brace No Messages 0.48 PMM D+L+W0 0.00 No Messages No Messages
334.00 L2X2X3/16 Brace No Messages 0.44 PMM D+L+W180 0.00 No Messages No Messages
335.00 L2X2X3/16 Brace No Messages 0.37 PMM D+L+W0 0.00 No Messages No Messages
336.00 L2X2X3/16 Brace No Messages 0.32 PMM D+L+W180 0.00 No Messages No Messages
337.00 L1.5X1.5X3/16 Brace No Messages 0.65 PMM D+L+W0 0.00 No Messages No Messages
338.00 L1.5X1.5X3/16 Brace No Messages 0.65 PMM D+L+W180 0.00 No Messages No Messages
339.00 L1.5X1.5X3/16 Brace No Messages 0.56 PMM D+L+W0 0.00 No Messages No Messages
340.00 L1.5X1.5X3/16 Brace No Messages 0.49 PMM D+L+W180 0.00 No Messages No Messages
341.00 L1.5X1.5X3/16 Brace No Messages 0.48 PMM D+L+W0 0.00 No Messages No Messages
342.00 L1.5X1.5X3/16 Brace No Messages 0.21 PMM D+L+W180 0.00 No Messages No Messages
343.00 L4X4X1/4 Beam No Messages 0.15 PMM D+L+W90 3196.61 No Messages No Messages
344.00 L4X4X1/4 Beam No Messages 0.14 PMM D+L+W180 0.00 No Messages No Messages
359.00 L2.5X2.5X3/16 Brace No Messages 0.39 PMM D+L+W90 277.00 No Messages No Messages
360.00 L2.5X2.5X3/16 Brace No Messages 0.29 PMM D+L+W90 277.00 No Messages No Messages
361.00 L2.5X2.5X3/16 Brace No Messages 0.48 PMM D+L+W0 277.00 No Messages No Messages
362.00 L2.5X2.5X3/16 Brace No Messages 0.27 PMM D+L+W0 277.00 No Messages No Messages
363.00 L1.5X1.5X3/16 Beam No Messages 0.98 PMM D+L+W0 0.00 No Messages No Messages
364.00 L1.5X1.5X3/16 Beam No Messages 0.19 PMM D+L+W90 0.00 No Messages No Messages
365.00 L1.5X1.5X3/16 Beam See ErrMsg 0.00 fa > Fe (ASD H1); Design can not proceed No Messages
366.00 L1.5X1.5X3/16 Beam No Messages 0.71 PMM D+L+W180 0.00 No Messages No Messages
369.00 L2X2X3/16 Brace No Messages 0.54 PMM D+L+W90 277.00 No Messages No Messages
370.00 L2X2X3/16 Brace No Messages 0.36 PMM D+L+W90 277.00 No Messages No Messages
371.00 L2X2X3/16 Brace No Messages 0.63 PMM D+L+W0 277.00 No Messages No Messages
372.00 L2X2X3/16 Brace No Messages 0.38 PMM D+L+W0 277.00 No Messages No Messages
373.00 L1.5X1.5X3/16 Beam No Messages 0.60 PMM D+L+W0 0.00 No Messages No Messages
374.00 L1.5X1.5X3/16 Beam No Messages 0.15 PMM D+L+W90 0.00 No Messages No Messages
375.00 L1.5X1.5X3/16 Beam No Messages 0.87 PMM D+L+W180 0.00 No Messages No Messages
376.00 L1.5X1.5X3/16 Beam No Messages 0.50 PMM D+L+W180 0.00 No Messages No Messages
379.00 L3X3X1/4 Beam No Messages 0.14 PMM D+L+W180 0.00 No Messages No Messages
380.00 L3X3X1/4 Beam No Messages 0.04 PMM D+L+W90 0.00 No Messages No Messages
381.00 L2X2X3/16 Brace No Messages 0.42 PMM D+L+W90 277.00 No Messages No Messages
382.00 L2X2X3/16 Brace No Messages 0.22 PMM D+L+W90 277.00 No Messages No Messages
383.00 L2X2X3/16 Brace No Messages 0.52 PMM D+L+W0 277.00 No Messages No Messages
384.00 L2X2X3/16 Brace No Messages 0.24 PMM D+L+W90 277.00 No Messages No Messages
385.00 L1.5X1.5X3/16 Beam No Messages 0.56 PMM D+L+W0 0.00 No Messages No Messages
386.00 L1.5X1.5X3/16 Beam No Messages 0.12 PMM D+L+W90 0.00 No Messages No Messages
387.00 L1.5X1.5X3/16 Beam No Messages 0.70 PMM D+L+W180 0.00 No Messages No Messages
388.00 L1.5X1.5X3/16 Beam No Messages 0.24 PMM D+L+W180 0.00 No Messages No Messages
1 ‐ Summary Data ‐ AISC‐ASD89
Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg
Text Text Text Text Unitless Text Text mm Text Text
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORALTorre Revisión Fecha
T60v125 V00 21/09/2015
391.00 L2.5X2.5X3/16 Beam No Messages 0.23 PMM D+L+W180 0.00 No Messages No Messages
392.00 L2.5X2.5X3/16 Beam No Messages 0.11 PMM D+L+W0 0.00 No Messages No Messages
393.00 L2X2X3/16 Brace No Messages 0.20 PMM D+L+W90 213.00 No Messages No Messages
394.00 L2X2X3/16 Brace No Messages 0.20 PMM D+L+W0 213.00 No Messages No Messages
395.00 L1.5X1.5X3/16 Beam No Messages 0.12 PMM D+L+W90 0.00 No Messages No Messages
396.00 L1.5X1.5X3/16 Beam No Messages 0.27 PMM D+L+W180 0.00 No Messages No Messages
397.00 L4X4X1/4 Brace No Messages 0.49 PMM D+L+W180 0.00 No Messages No Messages
398.00 L4X4X1/4 Brace No Messages 0.58 PMM D+L+W0 0.00 No Messages No Messages
399.00 L3X3X5/16 Brace No Messages 0.65 PMM D+L+W180 0.00 No Messages No Messages
400.00 L3X3X5/16 Brace No Messages 0.82 PMM D+L+W0 0.00 No Messages No Messages
401.00 L3X3X1/4 Brace No Messages 0.56 PMM D+L+W180 0.00 No Messages No Messages
402.00 L3X3X1/4 Brace No Messages 0.68 PMM D+L+W0 0.00 No Messages No Messages
403.00 L2.5X2.5X1/4 Brace No Messages 0.68 PMM D+L+W180 0.00 No Messages No Messages
404.00 L2.5X2.5X1/4 Brace No Messages 0.83 PMM D+L+W0 0.00 No Messages No Messages
405.00 L2.5X2.5X3/16 Brace No Messages 0.62 PMM D+L+W180 0.00 No Messages No Messages
406.00 L2.5X2.5X3/16 Brace No Messages 0.74 PMM D+L+W0 0.00 No Messages No Messages
407.00 L2.5X2.5X3/16 Brace No Messages 0.44 PMM D+L+W180 0.00 No Messages No Messages
408.00 L2.5X2.5X3/16 Brace No Messages 0.53 PMM D+L+W0 0.00 No Messages No Messages
409.00 L2X2X3/16 Brace No Messages 0.63 PMM D+L+W180 0.00 No Messages No Messages
410.00 L2X2X3/16 Brace No Messages 0.75 PMM D+L+W0 0.00 No Messages No Messages
411.00 L2X2X3/16 Brace No Messages 0.45 PMM D+L+W180 0.00 No Messages No Messages
412.00 L2X2X3/16 Brace No Messages 0.53 PMM D+L+W0 0.00 No Messages No Messages
413.00 L2X2X3/16 Brace No Messages 0.32 PMM D+L+W180 0.00 No Messages No Messages
414.00 L2X2X3/16 Brace No Messages 0.38 PMM D+L+W0 0.00 No Messages No Messages
415.00 L1.5X1.5X3/16 Brace No Messages 0.60 PMM D+L+W180 0.00 No Messages No Messages
416.00 L1.5X1.5X3/16 Brace No Messages 0.66 PMM D+L+W0 0.00 No Messages No Messages
417.00 L1.5X1.5X3/16 Brace No Messages 0.44 PMM D+L+W180 0.00 No Messages No Messages
418.00 L1.5X1.5X3/16 Brace No Messages 0.51 PMM D+L+W0 0.00 No Messages No Messages
419.00 L1.5X1.5X3/16 Brace No Messages 0.40 PMM D+L+W90 0.00 No Messages No Messages
420.00 L1.5X1.5X3/16 Brace No Messages 0.32 PMM D+L+W0 0.00 No Messages No Messages
421.00 L4X4X1/4 Beam No Messages 0.14 PMM D+L+W180 3196.61 No Messages No Messages
422.00 L4X4X1/4 Beam No Messages 0.05 PMM D+L+W90 0.00 No Messages No Messages
426.00 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W180 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
427.00 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W90 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
428.00 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W0 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
429.00 P12 Column No Messages 0.80 PMM D+L+W90 5467.20 No Messages No Messages
432.00 P12 Column No Messages 0.89 PMM D+L+W90 5467.20 No Messages No Messages
435.00 P12 Column No Messages 1.09 PMM D+L+W0 5467.20 No Messages No Messages
453.00 L4X4X1/4 Beam No Messages 0.07 PMM D+L+W0 0.00 No Messages No Messages
454.00 L4X4X1/4 Beam No Messages 0.08 PMM D+L+W90 0.00 No Messages No Messages
459.00 L2.5X2.5X3/16 Brace No Messages 0.34 PMM D+L+W180 277.00 No Messages No Messages
460.00 L2.5X2.5X3/16 Brace No Messages 0.21 PMM D+L+W180 277.00 No Messages No Messages
461.00 L2.5X2.5X3/16 Brace No Messages 0.61 PMM D+L+W90 277.00 No Messages No Messages
462.00 L2.5X2.5X3/16 Brace No Messages 0.26 PMM D+L+W180 277.00 No Messages No Messages
463.00 L2X2X3/16 Beam No Messages 0.75 PMM D+L+W90 0.00 No Messages No Messages
464.00 L2X2X3/16 Beam No Messages 0.26 PMM D+L+W0 0.00 No Messages No Messages
465.00 L2X2X3/16 Beam No Messages 0.35 PMM D+L+W0 0.00 No Messages No Messages
466.00 L2X2X3/16 Beam No Messages 0.29 PMM D+L+W0 0.00 No Messages No Messages
471.00 L4X4X1/4 Beam No Messages 0.07 PMM D+L+W90 0.00 No Messages No Messages
472.00 L4X4X1/4 Beam No Messages 0.07 PMM D+L+W180 0.00 No Messages No Messages
473.00 L2.5X2.5X3/16 Brace No Messages 0.80 PMM D+L+W0 277.00 No Messages No Messages
474.00 L2.5X2.5X3/16 Brace No Messages 0.23 PMM D+L+W0 277.00 No Messages No Messages
475.00 L2.5X2.5X3/16 Brace No Messages 0.46 PMM D+L+W180 277.00 No Messages No Messages
476.00 L2.5X2.5X3/16 Brace No Messages 0.03 PMM D+L+W0 277.00 No Messages No Messages
477.00 L2X2X3/16 Beam No Messages 0.90 PMM D+L+W180 0.00 No Messages No Messages
478.00 L2X2X3/16 Beam No Messages 0.26 PMM D+L+W90 0.00 No Messages No Messages
479.00 L2X2X3/16 Beam No Messages 0.80 PMM D+L+W90 0.00 No Messages No Messages
480.00 L2X2X3/16 Beam No Messages 0.17 PMM D+L+W90 0.00 No Messages No Messages
483.00 L4X4X1/4 Beam No Messages 0.07 PMM D+L+W180 0.00 No Messages No Messages
484.00 L4X4X1/4 Beam No Messages 0.04 PMM D+L+W0 0.00 No Messages No Messages
485.00 L2.5X2.5X3/16 Brace No Messages 0.70 PMM D+L+W90 277.00 No Messages No Messages
486.00 L2.5X2.5X3/16 Brace No Messages 0.17 PMM D+L+W90 277.00 No Messages No Messages
487.00 L2.5X2.5X3/16 Brace No Messages 0.82 PMM D+L+W0 277.00 No Messages No Messages
488.00 L2.5X2.5X3/16 Brace No Messages 0.23 PMM D+L+W90 277.00 No Messages No Messages
489.00 L2X2X3/16 Beam No Messages 0.65 PMM D+L+W0 0.00 No Messages No Messages
490.00 L2X2X3/16 Beam No Messages 0.07 PMM D+L+W90 0.00 No Messages No Messages
491.00 L2X2X3/16 Beam No Messages 0.93 PMM D+L+W180 0.00 No Messages No Messages
492.00 L2X2X3/16 Beam No Messages 0.21 PMM D+L+W180 0.00 No Messages No Messages
493.00 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W180 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
494.00 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W90 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
495.00 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W0 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
81.00 L3X3X1/4 Beam No Messages 0.19 PMM D+L+W90 2878.91 No Messages No Messages
87.00 L3X3X1/4 Beam No Messages 0.18 PMM D+L+W180 0.00 No Messages No Messages
9.00 L3X3X1/4 Beam No Messages 0.06 PMM D+L+W0 150.00 No Messages No Messages
11.00 L3X3X1/4 Beam No Messages 0.19 PMM D+L+W180 0.00 No Messages No Messages
14.00 L4X4X1/4 Brace No Messages 0.69 PMM D+L+W90 2386.96 No Messages No Messages
1 ‐ Summary Data ‐ AISC‐ASD89
Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg
Text Text Text Text Unitless Text Text mm Text Text
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORALTorre Revisión Fecha
T60v125 V00 21/09/2015
15.00 L4X4X1/4 Brace No Messages 0.58 PMM D+L+W90 2148.41 No Messages No Messages
17.00 L4X4X1/4 Brace No Messages 0.30 PMM D+L+W90 2386.96 No Messages No Messages
22.00 L4X4X1/4 Brace No Messages 0.30 PMM D+L+W90 2148.41 No Messages No Messages
26.00 L4X4X1/4 Brace No Messages 0.28 PMM D+L+W90 2136.58 No Messages No Messages
28.00 L4X4X1/4 Brace No Messages 0.27 PMM D+L+W90 1925.29 No Messages No Messages
31.00 L4X4X1/4 Brace No Messages 0.56 PMM D+L+W90 2136.58 No Messages No Messages
34.00 L4X4X1/4 Brace No Messages 0.48 PMM D+L+W90 1925.29 No Messages No Messages
38.00 L3X3X1/4 Brace No Messages 0.30 PMM D+L+W90 1933.97 No Messages No Messages
40.00 L3X3X1/4 Brace No Messages 0.29 PMM D+L+W90 1741.06 No Messages No Messages
43.00 L3X3X1/4 Brace No Messages 0.75 PMM D+L+W90 1933.97 No Messages No Messages
46.00 L3X3X1/4 Brace No Messages 0.60 PMM D+L+W90 1741.06 No Messages No Messages
48.00 L4X4X1/4 Brace No Messages 0.22 PMM D+L+W90 1741.43 No Messages No Messages
50.00 L4X4X1/4 Brace No Messages 0.20 PMM D+L+W180 0.00 No Messages No Messages
52.00 L4X4X1/4 Brace No Messages 0.40 PMM D+L+W90 1741.43 No Messages No Messages
54.00 L4X4X1/4 Brace No Messages 0.60 PMM D+L+W90 0.00 No Messages No Messages
56.00 L4X4X1/4 Brace No Messages 0.60 PMM D+L+W180 4773.92 No Messages No Messages
58.00 L4X4X1/4 Brace No Messages 0.58 PMM D+L+W180 2148.41 No Messages No Messages
60.00 L4X4X1/4 Brace No Messages 0.86 PMM D+L+W0 2386.96 No Messages No Messages
65.00 L4X4X1/4 Brace No Messages 0.68 PMM D+L+W0 2148.41 No Messages No Messages
69.00 L4X4X1/4 Brace No Messages 0.71 PMM D+L+W0 2136.58 No Messages No Messages
73.00 L4X4X1/4 Brace No Messages 0.59 PMM D+L+W0 1925.29 No Messages No Messages
75.00 L4X4X1/4 Brace No Messages 0.44 PMM D+L+W180 2136.58 No Messages No Messages
77.00 L4X4X1/4 Brace No Messages 0.44 PMM D+L+W180 1925.29 No Messages No Messages
79.00 L3X3X1/4 Brace No Messages 0.94 PMM D+L+W0 1933.97 No Messages No Messages
88.00 L3X3X1/4 Brace No Messages 0.72 PMM D+L+W0 1741.06 No Messages No Messages
89.00 L3X3X1/4 Brace No Messages 0.63 PMM D+L+W180 3867.93 No Messages No Messages
92.00 L3X3X1/4 Brace No Messages 0.56 PMM D+L+W180 1741.06 No Messages No Messages
93.00 L4X4X1/4 Brace No Messages 0.50 PMM D+L+W0 1741.43 No Messages No Messages
94.00 L4X4X1/4 Brace No Messages 0.70 PMM D+L+W0 0.00 No Messages No Messages
95.00 L4X4X1/4 Brace No Messages 0.32 PMM D+L+W180 3482.86 No Messages No Messages
96.00 L4X4X1/4 Brace No Messages 0.54 PMM D+L+W180 0.00 No Messages No Messages
97.00 L4X4X1/4 Brace No Messages 0.91 PMM D+L+W0 2386.96 No Messages No Messages
99.00 L4X4X1/4 Brace No Messages 0.75 PMM D+L+W0 2148.41 No Messages No Messages
101.00 L4X4X1/4 Brace No Messages 0.67 PMM D+L+W90 2386.96 No Messages No Messages
103.00 L4X4X1/4 Brace No Messages 0.65 PMM D+L+W180 2148.41 No Messages No Messages
104.00 L4X4X1/4 Brace No Messages 0.59 PMM D+L+W90 2136.58 No Messages No Messages
105.00 L4X4X1/4 Brace No Messages 0.50 PMM D+L+W180 1925.29 No Messages No Messages
106.00 L4X4X1/4 Brace No Messages 0.75 PMM D+L+W0 2136.58 No Messages No Messages
107.00 L4X4X1/4 Brace No Messages 0.64 PMM D+L+W0 1925.29 No Messages No Messages
108.00 L3X3X1/4 Brace No Messages 0.73 PMM D+L+W90 1933.97 No Messages No Messages
109.00 L3X3X1/4 Brace No Messages 0.64 PMM D+L+W180 1741.06 No Messages No Messages
120.00 L3X3X1/4 Brace No Messages 1.01 PMM D+L+W0 1933.97 No Messages No Messages
121.00 L3X3X1/4 Brace No Messages 0.78 PMM D+L+W0 1741.06 No Messages No Messages
122.00 L4X4X1/4 Brace No Messages 0.41 PMM D+L+W90 1741.43 No Messages No Messages
123.00 L4X4X1/4 Brace No Messages 0.64 PMM D+L+W180 0.00 No Messages No Messages
124.00 L4X4X1/4 Brace No Messages 0.53 PMM D+L+W0 1741.43 No Messages No Messages
125.00 L4X4X1/4 Brace No Messages 0.82 PMM D+L+W0 0.00 No Messages No Messages
133.00 L4X4X1/4 Brace No Messages 0.89 PMM D+L+W90 2657.17 No Messages No Messages
135.00 L4X4X1/4 Brace No Messages 0.73 PMM D+L+W90 2390.81 No Messages No Messages
137.00 L4X4X1/4 Brace No Messages 0.34 PMM D+L+W180 2657.17 No Messages No Messages
141.00 L4X4X1/4 Brace No Messages 0.34 PMM D+L+W90 2390.81 No Messages No Messages
143.00 L4X4X1/4 Brace No Messages 0.68 PMM D+L+W180 2657.17 No Messages No Messages
145.00 L4X4X1/4 Brace No Messages 0.66 PMM D+L+W180 2390.81 No Messages No Messages
148.00 L4X4X1/4 Brace See ErrMsg D+L+W0 2657.17 fa > Fe (ASD H1); Design can not proceed No Messages
149.00 L4X4X1/4 Brace No Messages 1.00 PMM D+L+W0 2390.81 No Messages No Messages
150.00 L4X4X1/4 Brace See ErrMsg D+L+W0 2657.17 fa > Fe (ASD H1); Design can not proceed No Messages
151.00 L4X4X1/4 Brace No Messages 1.12 PMM D+L+W0 2390.81 No Messages No Messages
152.00 L4X4X1/4 Brace No Messages 1.09 PMM D+L+W90 2657.17 No Messages No Messages
153.00 L4X4X1/4 Brace No Messages 0.80 PMM D+L+W90 2390.81 No Messages No Messages
27.00 P1.5 Column See ErrMsg D+L+W0 0.00 fa > Fe (ASD H1); Design can not proceed No Messages
32.00 P1.5 Column See ErrMsg D+L+W0 0.00 fa > Fe (ASD H1); Design can not proceed No Messages
42.00 P1.5 Column See ErrMsg D+L+W0 0.00 fa > Fe (ASD H1); Design can not proceed No Messages
10.00 L1.5X1.5X3/16 Brace No Messages 0.23 PMM D+L+W90 0.00 No Messages No Messages
13.00 L1.5X1.5X3/16 Brace No Messages 0.72 PMM D+L+W90 0.00 No Messages No Messages
18.00 L1.5X1.5X3/16 Brace No Messages 0.22 PMM D+L+W90 0.00 No Messages No Messages
30.00 L1.5X1.5X3/16 Brace No Messages 0.61 PMM D+L+W90 0.00 No Messages No Messages
39.00 L1.5X1.5X3/16 Brace No Messages 0.16 PMM D+L+W180 0.00 No Messages No Messages
47.00 L1.5X1.5X3/16 Brace No Messages 0.50 PMM D+L+W90 0.00 No Messages No Messages
12.00 L2.5X2.5X3/16 Brace No Messages 0.17 PMM D+L+W90 0.00 No Messages No Messages
24.00 L2.5X2.5X3/16 Brace No Messages 0.61 PMM D+L+W90 0.00 No Messages No Messages
44.00 L2.5X2.5X3/16 Brace No Messages 0.15 PMM D+L+W90 0.00 No Messages No Messages
168.00 L2.5X2.5X3/16 Brace No Messages 0.44 PMM D+L+W90 0.00 No Messages No Messages
170.00 L2X2X3/16 Brace No Messages 0.18 PMM D+L+W90 0.00 No Messages No Messages
173.00 L2X2X3/16 Brace No Messages 0.67 PMM D+L+W90 0.00 No Messages No Messages
177.00 L2X2X3/16 Brace No Messages 0.17 PMM D+L+W90 0.00 No Messages No Messages
179.00 L2X2X3/16 Brace No Messages 0.49 PMM D+L+W90 0.00 No Messages No Messages
1 ‐ Summary Data ‐ AISC‐ASD89
Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg
Text Text Text Text Unitless Text Text mm Text Text
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORALTorre Revisión Fecha
T60v125 V00 21/09/2015
181.00 L2X2X3/16 Brace No Messages 0.16 PMM D+L+W90 0.00 No Messages No Messages
183.00 L2X2X3/16 Brace No Messages 0.39 PMM D+L+W90 0.00 No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL 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.
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
53
IV.1.- Demanda de acero
IV.2.- Punzonamiento
IV.3.- Presión inducida al suelo
Strip Station ConcWidth FTopCombo FTopMoment FTopArea FTopAMin FBotCombo FBotMoment FBotArea FBotAMin AxialForce VCombo VForce VArea Status GlobalX GlobalY Layer
Text cm cm Text kgf‐cm cm2 cm2 Text kgf‐cm cm2 cm2 kgf Text kgf cm2/cm Text cm cm Text
CSA1 0.00 430.00 1.3(D+L+W90) ‐850859.80 9.86 51.60 1.3(D+L+W180) 724210.05 5.56 0.00 82.48 1.3(D+L+W90) 17529.68 0.00 OK ‐431.51 ‐375.00 A
CSA1 107.50 430.00 1.3(D+L+W90) ‐3278228.60 38.43 51.60 1.3(D+L+W180) 2406042.20 18.63 0.00 ‐349.88 1.3(D+L+W90) 53793.95 0.00 OK ‐324.01 ‐375.00 A
CSA1 215.00 430.00 1.3(D+L+W90) ‐8496640.80 97.73 51.60 1.3(D+L+W180) 6733411.20 52.62 0.00 ‐785.08 1.3(D+L+W90) 53793.95 0.00 OK ‐216.51 ‐375.00 A
CSA1 322.50 430.00 1.3(D+L+W90) ‐2952853.00 33.88 51.60 1.3(D+L+W180) 1282270.40 11.27 0.00 ‐6150.85 1.3(D+L+W90) 46339.30 0.00 OK ‐109.01 ‐375.00 A
CSA1 430.00 430.00 1.3(D+L+W90) ‐680467.75 7.77 51.60 1.3(D+L+W90) 416943.55 3.48 0.00 ‐1219.83 1.3(D+L+W90) 13870.70 0.00 OK ‐1.51 ‐375.00 A
CSA2 0.00 430.00 1.3(D+L+W0) ‐810743.90 9.65 51.60 1.3(D+L+W90) 870949.50 6.88 0.00 ‐815.97 1.3(D+L+W90) 18109.10 0.00 OK ‐431.51 375.00 A
CSA2 107.50 430.00 1.3(D+L+W0) ‐2651816.80 31.92 51.60 1.3(D+L+W90) 3361712.80 26.75 0.00 ‐3412.41 1.3(D+L+W90) 55617.82 0.00 OK ‐324.01 375.00 A
CSA2 215.00 430.00 1.3(D+L+W0) ‐7524143.20 88.14 51.60 1.3(D+L+W90) 8747541.60 69.02 0.00 ‐2479.07 1.3(D+L+W90) 55617.82 0.00 OK ‐216.51 375.00 A
CSA2 322.50 430.00 1.3(D+L+W0) ‐1406047.40 15.30 0.00 1.3(D+L+W90) 3031141.20 24.58 51.60 ‐5189.50 1.3(D+L+W90) 48078.73 0.00 OK ‐109.01 375.00 A
CSA2 430.00 430.00 1.3(D+L+W90) ‐421241.80 5.01 0.00 1.3(D+L+W90) 698659.40 5.68 51.60 ‐1394.19 1.3(D+L+W90) 14408.68 0.00 OK ‐1.51 375.00 A
CSA3 0.00 430.00 1.3(D+L+W0) ‐404419.28 5.18 51.60 1.3(D+L+W0) 465245.60 4.13 0.00 ‐2458.41 1.3(D+L+W0) 12633.84 0.00 OK 218.01 0.00 A
CSA3 107.50 430.00 1.3(D+L+W180) ‐2438748.20 26.67 51.60 1.3(D+L+W0) 2652697.80 22.32 0.00 1603.46 1.3(D+L+W0) 48996.91 0.00 OK 325.51 0.00 A
CSA3 215.00 430.00 1.3(D+L+W180) ‐12022074.00 142.67 51.60 1.3(D+L+W0) 12950027.20 102.67 0.00 ‐14445.87 1.3(D+L+W0) 79811.70 0.00 OK 433.01 0.00 A
CSA3 322.50 430.00 1.3(D+L+W180) ‐4339654.00 51.30 51.60 1.3(D+L+W0) 4681000.80 36.28 0.00 ‐10588.95 1.3(D+L+W0) 79811.70 0.00 OK 540.51 0.00 A
CSA3 430.00 430.00 1.3(D+L+W180) ‐1278527.80 14.94 51.60 1.3(D+L+W0) 1376300.10 10.58 0.00 ‐3189.31 1.3(D+L+W0) 27758.73 0.00 OK 648.01 0.00 A
CSB1 0.00 430.00 1.3(D+L+W90) ‐1070701.90 13.22 51.60 1.3(D+L+W90) 631725.05 5.69 0.00 ‐2740.97 1.3(D+L+W90) 21592.23 0.00 OK ‐216.51 ‐590.00 B
CSB1 107.50 430.00 1.3(D+L+W90) ‐3643515.60 45.56 51.60 1.3(D+L+W180) 2103137.40 17.81 0.00 ‐4126.47 1.3(D+L+W90) 62070.81 0.00 OK ‐216.51 ‐482.50 B
CSB1 215.00 430.00 1.3(D+L+W90) ‐10073846.00 125.69 51.60 1.3(D+L+W180) 5259542.40 43.19 0.00 ‐3256.11 1.3(D+L+W90) 62070.81 0.00 OK ‐216.51 ‐375.00 B
CSB1 322.50 430.00 1.3(D+L+W90) ‐2197186.80 25.35 51.60 1.3(D+L+W180) 1906559.20 16.25 0.00 ‐4219.01 1.3(D+L+W90) 38062.44 0.00 OK ‐216.51 ‐267.50 B
CSB1 430.00 430.00 1.3(D+L+W0) ‐498781.55 6.10 51.60 1.3(D+L+W180) 471069.75 4.02 0.00 ‐1127.39 1.3(D+L+W90) 9808.15 0.00 OK ‐216.51 ‐160.00 B
CSB2 0.00 430.00 1.3(D+L+W0) ‐529893.65 6.46 51.60 1.3(D+L+W180) 500023.20 4.26 0.00 ‐1158.62 1.3(D+L+W90) 10446.66 0.00 OK ‐216.51 160.00 B
CSB2 107.50 430.00 1.3(D+L+W0) ‐2114723.20 25.91 51.60 1.3(D+L+W90) 2280019.40 19.75 0.00 ‐6339.36 1.3(D+L+W90) 40006.70 0.00 OK ‐216.51 267.50 B
CSB2 215.00 430.00 1.3(D+L+W0) ‐5823768.80 70.53 0.00 1.3(D+L+W90) 10283945.60 84.26 51.60 ‐809.69 1.3(D+L+W90) 63689.85 0.00 OK ‐216.51 375.00 B
CSB2 322.50 430.00 1.3(D+L+W0) ‐2341529.60 29.50 0.00 1.3(D+L+W90) 3732303.20 29.99 51.60 842.38 1.3(D+L+W90) 63689.85 0.00 OK ‐216.51 482.50 B
CSB2 430.00 430.00 1.3(D+L+W0) ‐612630.75 7.64 0.00 1.3(D+L+W90) 1091332.00 8.71 51.60 63.16 1.3(D+L+W90) 22071.12 0.00 OK ‐216.51 590.00 B
CSB3 0.00 430.00 1.3(D+L+W180) ‐921428.40 11.20 51.60 1.3(D+L+W0) 994265.20 8.26 0.00 ‐1873.73 1.3(D+L+W0) 20407.52 0.00 OK 433.01 ‐215.00 B
CSB3 107.50 430.00 1.3(D+L+W180) ‐3736568.80 45.95 51.60 1.3(D+L+W0) 4034342.40 33.70 0.00 ‐7306.57 1.3(D+L+W0) 64834.67 0.00 OK 433.01 ‐107.50 B
CSB3 215.00 430.00 1.3(D+L+W180) ‐9403279.20 114.74 51.60 1.3(D+L+W0) 10170944.80 83.97 0.00 ‐5148.87 1.3(D+L+W0) 64834.67 0.00 OK 433.01 0.00 B
CSB3 322.50 430.00 1.3(D+L+W180) ‐3702637.20 45.47 51.60 1.3(D+L+W0) 3996535.20 33.48 0.00 ‐7060.52 1.3(D+L+W0) 63973.93 0.00 OK 433.01 107.50 B
CSB3 430.00 430.00 1.3(D+L+W180) ‐903167.50 10.97 51.60 1.3(D+L+W0) 974595.60 8.13 0.00 ‐1818.00 1.3(D+L+W0) 19985.04 0.00 OK 433.01 215.00 B
125.69 cm2
84.26 cm2
45 17
TABLE: Concrete Slab Design 01 ‐ Flexural And Shear Data
Área acero Inferior =
Varillas # 6 Varillas # 8
Área acero Superior=
Point GlobalX GlobalY ReinfType Status Ratio Combo
Text cm cm Text Text Unitless Text
166 ‐216.51 ‐375.00 None OK 0.70 1.3(D+L+W90)
167 ‐216.51 375.00 None OK 0.69 1.3(D+L+W90)
168 433.01 0.00 None OK 0.84 1.3(D+L+W0)
TABLE: Concrete Slab Design 02 ‐ Punching Shear Data
Panel OutputCase CaseType MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin
Text Text Text kgf/cm2 kgf/cm2 cm cm cm cm
1 D+L+W0 Combination ‐0.12 ‐1.63 ‐431.51 482.50 540.51 0.00
1 D+L+W90 Combination 0.08 ‐1.45 ‐431.51 ‐482.50 ‐431.51 590.00
1 D+L+W180 Combination 0.21 ‐1.20 540.51 0.00 ‐431.51 482.50
TABLE: Soil Pressures ‐ Summary
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
Anexo V:
PROPUESTA DE REFORZAMIENTO PARA TORRE T60V125, EL TAMBORAL.
INDUSTRIAL INSTRUMENTATION S.A. MEMORIA DE CÁLCULO
SITIO EL TAMBORAL Torre Revisión Fecha
T60v125 V00 21-SEP-2015
Anexo VI:
RESULTADOS DE UTILIZACIÓN DE ELEMENTOS SEGÚN SAP2000.
TORRE ACTUAL + CARGAS ACTUALES.
Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg
Text Text Text Text Unitless Text Text mm Text Text
64 P12 Column No Messages 0.71 PMM D+L+W90 1160.87 No Messages No Messages
66 P12 Column No Messages 0.79 PMM D+L+W90 1160.87 No Messages No Messages
68 P12 Column No Messages 0.97 PMM D+L+W0 1160.87 No Messages No Messages
1 P10 Column No Messages 0.75 PMM D+L+W90 62.03 No Messages No Messages
3 P10 Column No Messages 0.83 PMM D+L+W90 62.03 No Messages No Messages
7 P10 Column No Messages 1.03 PMM D+L+W0 62.03 No Messages No Messages
19 L2.5X2.5X3/16 Brace No Messages 0.13 PMM D+L+W180 277.00 No Messages No Messages
20 L2.5X2.5X3/16 Brace No Messages 0.27 PMM D+L+W180 277.00 No Messages No Messages
21 L2.5X2.5X3/16 Brace No Messages 0.33 PMM D+L+W90 277.00 No Messages No Messages
23 L2.5X2.5X3/16 Brace No Messages 0.30 PMM D+L+W180 277.00 No Messages No Messages
25 L1.5X1.5X3/16 Beam No Messages 0.97 PMM D+L+W90 0.00 No Messages No Messages
29 L1.5X1.5X3/16 Beam No Messages 0.74 PMM D+L+W0 0.00 No Messages No Messages
33 L1.5X1.5X3/16 Beam No Messages 0.34 PMM D+L+W0 0.00 No Messages No Messages
35 L1.5X1.5X3/16 Beam No Messages 0.79 PMM D+L+W0 0.00 No Messages No Messages
37 P10 Column No Messages 0.60 PMM D+L+W90 0.00 No Messages No Messages
41 P10 Column No Messages 0.66 PMM D+L+W90 0.00 No Messages No Messages
45 P10 Column No Messages 0.82 PMM D+L+W0 0.00 No Messages No Messages
62 L3X3X1/4 Beam No Messages 0.15 PMM D+L+W0 0.00 No Messages No Messages
63 L3X3X1/4 Beam No Messages 0.14 PMM D+L+W0 0.00 No Messages No Messages
70 L2X2X3/16 Brace No Messages 0.21 PMM D+L+W180 277.00 No Messages No Messages
71 L2X2X3/16 Brace No Messages 0.27 PMM D+L+W180 277.00 No Messages No Messages
82 L2X2X3/16 Brace No Messages 0.43 PMM D+L+W90 277.00 No Messages No Messages
83 L2X2X3/16 Brace No Messages 0.31 PMM D+L+W180 277.00 No Messages No Messages
84 L1.5X1.5X3/16 Beam No Messages 0.63 PMM D+L+W90 0.00 No Messages No Messages
85 L1.5X1.5X3/16 Beam No Messages 0.39 PMM D+L+W0 0.00 No Messages No Messages
90 L1.5X1.5X3/16 Beam No Messages 0.28 PMM D+L+W0 0.00 No Messages No Messages
91 L1.5X1.5X3/16 Beam No Messages 0.42 PMM D+L+W0 0.00 No Messages No Messages
98 P8 Column No Messages 0.70 PMM D+L+W90 503.12 No Messages No Messages
100 P8 Column No Messages 0.82 PMM D+L+W90 503.12 No Messages No Messages
102 P8 Column No Messages 1.00 PMM D+L+W0 503.12 No Messages No Messages
110 L3X3X1/4 Beam No Messages 0.10 PMM D+L+W0 0.00 No Messages No Messages
111 L3X3X1/4 Beam No Messages 0.10 PMM D+L+W0 0.00 No Messages No Messages
112 L2X2X3/16 Brace No Messages 0.12 PMM D+L+W180 277.00 No Messages No Messages
113 L2X2X3/16 Brace No Messages 0.22 PMM D+L+W180 277.00 No Messages No Messages
114 L2X2X3/16 Brace No Messages 0.36 PMM D+L+W90 277.00 No Messages No Messages
115 L2X2X3/16 Brace No Messages 0.26 PMM D+L+W180 277.00 No Messages No Messages
116 L1.5X1.5X3/16 Beam No Messages 0.52 PMM D+L+W90 0.00 No Messages No Messages
117 L1.5X1.5X3/16 Beam No Messages 0.31 PMM D+L+W0 0.00 No Messages No Messages
118 L1.5X1.5X3/16 Beam No Messages 0.20 PMM D+L+W90 0.00 No Messages No Messages
119 L1.5X1.5X3/16 Beam No Messages 0.32 PMM D+L+W0 0.00 No Messages No Messages
126 L2.5X2.5X3/16 Beam No Messages 0.10 PMM D+L+W0 0.00 No Messages No Messages
127 L2.5X2.5X3/16 Beam No Messages 0.21 PMM D+L+W90 0.00 No Messages No Messages
128 L2X2X3/16 Brace No Messages 0.12 PMM D+L+W180 213.00 No Messages No Messages
129 L2X2X3/16 Brace No Messages 0.15 PMM D+L+W180 213.00 No Messages No Messages
130 L1.5X1.5X3/16 Beam No Messages 0.22 PMM D+L+W90 0.00 No Messages No Messages
131 L1.5X1.5X3/16 Beam No Messages 0.19 PMM D+L+W0 0.00 No Messages No Messages
132 P8 Column No Messages 0.42 PMM D+L+W90 3405.76 No Messages No Messages
134 P8 Column No Messages 0.53 PMM D+L+W90 3405.76 No Messages No Messages
136 P8 Column No Messages 0.64 PMM D+L+W0 3405.76 No Messages No Messages
138 L4X4X1/4 Brace No Messages 0.12 PMM D+L+W90 0.00 No Messages No Messages
139 L4X4X1/4 Brace No Messages 0.41 PMM D+L+W90 0.00 No Messages No Messages
140 P6 Column No Messages 0.50 PMM D+L+W90 0.00 No Messages No Messages
142 P6 Column No Messages 0.69 PMM D+L+W90 0.00 No Messages No Messages
144 P6 Column No Messages 0.83 PMM D+L+W0 0.00 No Messages No Messages
146 L3X3X5/16 Brace No Messages 0.13 PMM D+L+W180 0.00 No Messages No Messages
147 L3X3X5/16 Brace No Messages 0.55 PMM D+L+W90 0.00 No Messages No Messages
154 L3X3X1/4 Brace No Messages 0.11 PMM D+L+W90 0.00 No Messages No Messages
155 L3X3X1/4 Brace No Messages 0.46 PMM D+L+W90 0.00 No Messages No Messages
156 P4 Column No Messages 0.56 PMM D+L+W90 0.00 No Messages No Messages
158 P4 Column No Messages 0.87 PMM D+L+W90 0.00 No Messages No Messages
160 P4 Column No Messages 1.03 PMM D+L+W0 0.00 No Messages No Messages
162 L2.5X2.5X1/4 Brace No Messages 0.11 PMM D+L+W90 0.00 No Messages No Messages
163 L2.5X2.5X1/4 Brace No Messages 0.54 PMM D+L+W90 0.00 No Messages No Messages
170 L2.5X2.5X3/16 Brace No Messages 0.13 PMM D+L+W90 0.00 No Messages No Messages
171 L2.5X2.5X3/16 Brace No Messages 0.48 PMM D+L+W90 0.00 No Messages No Messages
172 P3 Column No Messages 0.47 PMM D+L+W90 956.16 No Messages No Messages
174 P3 Column No Messages 0.78 PMM D+L+W90 0.00 No Messages No Messages
176 P3 Column No Messages 0.90 PMM D+L+W0 0.00 No Messages No Messages
178 L2.5X2.5X3/16 Brace No Messages 0.11 PMM D+L+W90 0.00 No Messages No Messages
179 L2.5X2.5X3/16 Brace No Messages 0.33 PMM D+L+W90 0.00 No Messages No Messages
186 L2X2X3/16 Brace No Messages 0.12 PMM D+L+W90 0.00 No Messages No Messages
187 L2X2X3/16 Brace No Messages 0.46 PMM D+L+W90 0.00 No Messages No Messages
194 L2X2X3/16 Brace No Messages 0.10 PMM D+L+W90 0.00 No Messages No Messages
195 L2X2X3/16 Brace No Messages 0.31 PMM D+L+W90 0.00 No Messages No Messages
2 L4X4X1/4 Beam No Messages 0.12 PMM D+L+W0 3196.61 No Messages No Messages
5 L4X4X1/4 Beam No Messages 0.12 PMM D+L+W0 0.00 No Messages No Messages
21-Sept-15
INDUSTRIAL INSTRUMENTATION S.A.
SITIO EL TAMBORAL
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89
MEMORIA DE CÁLCULOTorre Revisión Fecha
T60v125 V00
Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg
Text Text Text Text Unitless Text Text mm Text Text
21-Sept-15
INDUSTRIAL INSTRUMENTATION S.A.
SITIO EL TAMBORAL
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89
MEMORIA DE CÁLCULOTorre Revisión Fecha
T60v125 V00
281 L2.5X2.5X3/16 Brace No Messages 0.42 PMM D+L+W0 277.00 No Messages No Messages
282 L2.5X2.5X3/16 Brace No Messages 0.26 PMM D+L+W0 277.00 No Messages No Messages
283 L2.5X2.5X3/16 Brace No Messages 0.27 PMM D+L+W180 277.00 No Messages No Messages
284 L2.5X2.5X3/16 Brace No Messages 0.05 PMM D+L+W90 277.00 No Messages No Messages
285 L1.5X1.5X3/16 Beam See ErrMsg 0.00 fa > Fe (ASD H1); Design can not proceed No Messages
286 L1.5X1.5X3/16 Beam No Messages 0.65 PMM D+L+W180 0.00 No Messages No Messages
287 L1.5X1.5X3/16 Beam No Messages 0.96 PMM D+L+W90 0.00 No Messages No Messages
288 L1.5X1.5X3/16 Beam No Messages 0.59 PMM D+L+W90 0.00 No Messages No Messages
291 L2X2X3/16 Brace No Messages 0.55 PMM D+L+W0 277.00 No Messages No Messages
292 L2X2X3/16 Brace No Messages 0.34 PMM D+L+W0 277.00 No Messages No Messages
293 L2X2X3/16 Brace No Messages 0.32 PMM D+L+W180 277.00 No Messages No Messages
294 L2X2X3/16 Brace No Messages 0.05 PMM D+L+W90 277.00 No Messages No Messages
295 L1.5X1.5X3/16 Beam No Messages 0.72 PMM D+L+W180 0.00 No Messages No Messages
296 L1.5X1.5X3/16 Beam No Messages 0.43 PMM D+L+W180 0.00 No Messages No Messages
297 L1.5X1.5X3/16 Beam No Messages 0.64 PMM D+L+W90 0.00 No Messages No Messages
298 L1.5X1.5X3/16 Beam No Messages 0.37 PMM D+L+W90 0.00 No Messages No Messages
301 L3X3X1/4 Beam No Messages 0.13 PMM D+L+W90 0.00 No Messages No Messages
302 L3X3X1/4 Beam No Messages 0.13 PMM D+L+W180 0.00 No Messages No Messages
303 L2X2X3/16 Brace No Messages 0.44 PMM D+L+W0 277.00 No Messages No Messages
304 L2X2X3/16 Brace No Messages 0.17 PMM D+L+W0 277.00 No Messages No Messages
305 L2X2X3/16 Brace No Messages 0.30 PMM D+L+W180 277.00 No Messages No Messages
306 L2X2X3/16 Brace No Messages 0.09 PMM D+L+W0 277.00 No Messages No Messages
307 L1.5X1.5X3/16 Beam No Messages 0.56 PMM D+L+W180 0.00 No Messages No Messages
308 L1.5X1.5X3/16 Beam No Messages 0.31 PMM D+L+W90 0.00 No Messages No Messages
309 L1.5X1.5X3/16 Beam No Messages 0.49 PMM D+L+W90 0.00 No Messages No Messages
310 L1.5X1.5X3/16 Beam No Messages 0.19 PMM D+L+W90 0.00 No Messages No Messages
313 L2.5X2.5X3/16 Beam No Messages 0.23 PMM D+L+W0 0.00 No Messages No Messages
314 L2.5X2.5X3/16 Beam No Messages 0.15 PMM D+L+W180 0.00 No Messages No Messages
315 L2X2X3/16 Brace No Messages 0.17 PMM D+L+W0 213.00 No Messages No Messages
316 L2X2X3/16 Brace No Messages 0.05 PMM D+L+W180 213.00 No Messages No Messages
317 L1.5X1.5X3/16 Beam No Messages 0.22 PMM D+L+W180 0.00 No Messages No Messages
318 L1.5X1.5X3/16 Beam No Messages 0.20 PMM D+L+W90 0.00 No Messages No Messages
319 L4X4X1/4 Brace No Messages 0.46 PMM D+L+W0 0.00 No Messages No Messages
320 L4X4X1/4 Brace No Messages 0.39 PMM D+L+W180 0.00 No Messages No Messages
321 L3X3X5/16 Brace No Messages 0.64 PMM D+L+W0 0.00 No Messages No Messages
322 L3X3X5/16 Brace No Messages 0.49 PMM D+L+W180 0.00 No Messages No Messages
323 L3X3X1/4 Brace No Messages 0.52 PMM D+L+W0 0.00 No Messages No Messages
324 L3X3X1/4 Brace No Messages 0.41 PMM D+L+W180 0.00 No Messages No Messages
325 L2.5X2.5X1/4 Brace No Messages 0.62 PMM D+L+W0 0.00 No Messages No Messages
326 L2.5X2.5X1/4 Brace No Messages 0.47 PMM D+L+W180 0.00 No Messages No Messages
327 L2.5X2.5X3/16 Brace No Messages 0.54 PMM D+L+W0 0.00 No Messages No Messages
328 L2.5X2.5X3/16 Brace No Messages 0.41 PMM D+L+W180 0.00 No Messages No Messages
329 L2.5X2.5X3/16 Brace No Messages 0.37 PMM D+L+W0 0.00 No Messages No Messages
330 L2.5X2.5X3/16 Brace No Messages 0.28 PMM D+L+W180 0.00 No Messages No Messages
331 L2X2X3/16 Brace No Messages 0.51 PMM D+L+W0 0.00 No Messages No Messages
332 L2X2X3/16 Brace No Messages 0.37 PMM D+L+W180 0.00 No Messages No Messages
333 L2X2X3/16 Brace No Messages 0.34 PMM D+L+W0 0.00 No Messages No Messages
334 L2X2X3/16 Brace No Messages 0.24 PMM D+L+W180 0.00 No Messages No Messages
335 L2X2X3/16 Brace No Messages 0.24 PMM D+L+W0 0.00 No Messages No Messages
336 L2X2X3/16 Brace No Messages 0.16 PMM D+L+W180 0.00 No Messages No Messages
337 L1.5X1.5X3/16 Brace No Messages 0.39 PMM D+L+W0 0.00 No Messages No Messages
338 L1.5X1.5X3/16 Brace No Messages 0.25 PMM D+L+W180 0.00 No Messages No Messages
339 L1.5X1.5X3/16 Brace No Messages 0.30 PMM D+L+W0 0.00 No Messages No Messages
340 L1.5X1.5X3/16 Brace No Messages 0.16 PMM D+L+W180 0.00 No Messages No Messages
341 L1.5X1.5X3/16 Brace No Messages 0.30 PMM D+L+W0 0.00 No Messages No Messages
342 L1.5X1.5X3/16 Brace No Messages 0.10 PMM D+L+W180 0.00 No Messages No Messages
343 L4X4X1/4 Beam No Messages 0.13 PMM D+L+W90 3196.61 No Messages No Messages
344 L4X4X1/4 Beam No Messages 0.12 PMM D+L+W180 0.00 No Messages No Messages
359 L2.5X2.5X3/16 Brace No Messages 0.35 PMM D+L+W90 277.00 No Messages No Messages
360 L2.5X2.5X3/16 Brace No Messages 0.24 PMM D+L+W90 277.00 No Messages No Messages
361 L2.5X2.5X3/16 Brace No Messages 0.43 PMM D+L+W0 277.00 No Messages No Messages
362 L2.5X2.5X3/16 Brace No Messages 0.23 PMM D+L+W0 277.00 No Messages No Messages
363 L1.5X1.5X3/16 Beam No Messages 0.92 PMM D+L+W0 0.00 No Messages No Messages
364 L1.5X1.5X3/16 Beam No Messages 0.16 PMM D+L+W90 0.00 No Messages No Messages
365 L1.5X1.5X3/16 Beam See ErrMsg 0.00 fa > Fe (ASD H1); Design can not proceed No Messages
366 L1.5X1.5X3/16 Beam No Messages 0.55 PMM D+L+W180 0.00 No Messages No Messages
369 L2X2X3/16 Brace No Messages 0.47 PMM D+L+W90 277.00 No Messages No Messages
370 L2X2X3/16 Brace No Messages 0.29 PMM D+L+W90 277.00 No Messages No Messages
371 L2X2X3/16 Brace No Messages 0.56 PMM D+L+W0 277.00 No Messages No Messages
372 L2X2X3/16 Brace No Messages 0.31 PMM D+L+W0 277.00 No Messages No Messages
373 L1.5X1.5X3/16 Beam No Messages 0.56 PMM D+L+W0 0.00 No Messages No Messages
374 L1.5X1.5X3/16 Beam No Messages 0.13 PMM D+L+W90 0.00 No Messages No Messages
375 L1.5X1.5X3/16 Beam No Messages 0.75 PMM D+L+W180 0.00 No Messages No Messages
376 L1.5X1.5X3/16 Beam No Messages 0.38 PMM D+L+W180 0.00 No Messages No Messages
379 L3X3X1/4 Beam No Messages 0.13 PMM D+L+W180 0.00 No Messages No Messages
380 L3X3X1/4 Beam No Messages 0.05 PMM D+L+W0 0.00 No Messages No Messages
Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg
Text Text Text Text Unitless Text Text mm Text Text
21-Sept-15
INDUSTRIAL INSTRUMENTATION S.A.
SITIO EL TAMBORAL
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89
MEMORIA DE CÁLCULOTorre Revisión Fecha
T60v125 V00
381 L2X2X3/16 Brace No Messages 0.37 PMM D+L+W90 277.00 No Messages No Messages
382 L2X2X3/16 Brace No Messages 0.17 PMM D+L+W90 277.00 No Messages No Messages
383 L2X2X3/16 Brace No Messages 0.46 PMM D+L+W0 277.00 No Messages No Messages
384 L2X2X3/16 Brace No Messages 0.23 PMM D+L+W90 277.00 No Messages No Messages
385 L1.5X1.5X3/16 Beam No Messages 0.51 PMM D+L+W0 0.00 No Messages No Messages
386 L1.5X1.5X3/16 Beam No Messages 0.10 PMM D+L+W180 0.00 No Messages No Messages
387 L1.5X1.5X3/16 Beam No Messages 0.60 PMM D+L+W180 0.00 No Messages No Messages
388 L1.5X1.5X3/16 Beam No Messages 0.16 PMM D+L+W180 0.00 No Messages No Messages
391 L2.5X2.5X3/16 Beam No Messages 0.17 PMM D+L+W180 0.00 No Messages No Messages
392 L2.5X2.5X3/16 Beam No Messages 0.10 PMM D+L+W0 0.00 No Messages No Messages
393 L2X2X3/16 Brace No Messages 0.15 PMM D+L+W90 213.00 No Messages No Messages
394 L2X2X3/16 Brace No Messages 0.16 PMM D+L+W0 213.00 No Messages No Messages
395 L1.5X1.5X3/16 Beam No Messages 0.10 PMM D+L+W90 0.00 No Messages No Messages
396 L1.5X1.5X3/16 Beam No Messages 0.20 PMM D+L+W180 0.00 No Messages No Messages
397 L4X4X1/4 Brace No Messages 0.46 PMM D+L+W180 0.00 No Messages No Messages
398 L4X4X1/4 Brace No Messages 0.56 PMM D+L+W0 0.00 No Messages No Messages
399 L3X3X5/16 Brace No Messages 0.60 PMM D+L+W180 0.00 No Messages No Messages
400 L3X3X5/16 Brace No Messages 0.77 PMM D+L+W0 0.00 No Messages No Messages
401 L3X3X1/4 Brace No Messages 0.51 PMM D+L+W180 0.00 No Messages No Messages
402 L3X3X1/4 Brace No Messages 0.63 PMM D+L+W0 0.00 No Messages No Messages
403 L2.5X2.5X1/4 Brace No Messages 0.60 PMM D+L+W180 0.00 No Messages No Messages
404 L2.5X2.5X1/4 Brace No Messages 0.75 PMM D+L+W0 0.00 No Messages No Messages
405 L2.5X2.5X3/16 Brace No Messages 0.53 PMM D+L+W180 0.00 No Messages No Messages
406 L2.5X2.5X3/16 Brace No Messages 0.65 PMM D+L+W0 0.00 No Messages No Messages
407 L2.5X2.5X3/16 Brace No Messages 0.35 PMM D+L+W180 0.00 No Messages No Messages
408 L2.5X2.5X3/16 Brace No Messages 0.44 PMM D+L+W0 0.00 No Messages No Messages
409 L2X2X3/16 Brace No Messages 0.48 PMM D+L+W180 0.00 No Messages No Messages
410 L2X2X3/16 Brace No Messages 0.59 PMM D+L+W0 0.00 No Messages No Messages
411 L2X2X3/16 Brace No Messages 0.31 PMM D+L+W180 0.00 No Messages No Messages
412 L2X2X3/16 Brace No Messages 0.39 PMM D+L+W0 0.00 No Messages No Messages
413 L2X2X3/16 Brace No Messages 0.21 PMM D+L+W90 0.00 No Messages No Messages
414 L2X2X3/16 Brace No Messages 0.25 PMM D+L+W0 0.00 No Messages No Messages
415 L1.5X1.5X3/16 Brace No Messages 0.31 PMM D+L+W180 0.00 No Messages No Messages
416 L1.5X1.5X3/16 Brace No Messages 0.39 PMM D+L+W0 0.00 No Messages No Messages
417 L1.5X1.5X3/16 Brace No Messages 0.23 PMM D+L+W90 0.00 No Messages No Messages
418 L1.5X1.5X3/16 Brace No Messages 0.25 PMM D+L+W0 0.00 No Messages No Messages
419 L1.5X1.5X3/16 Brace No Messages 0.25 PMM D+L+W90 0.00 No Messages No Messages
420 L1.5X1.5X3/16 Brace No Messages 0.13 PMM D+L+W0 0.00 No Messages No Messages
421 L4X4X1/4 Beam No Messages 0.12 PMM D+L+W180 3196.61 No Messages No Messages
422 L4X4X1/4 Beam No Messages 0.05 PMM D+L+W90 0.00 No Messages No Messages
426 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W180 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
427 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W90 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
428 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W0 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
429 P12 Column No Messages 0.71 PMM D+L+W90 5467.20 No Messages No Messages
432 P12 Column No Messages 0.80 PMM D+L+W90 5467.20 No Messages No Messages
435 P12 Column No Messages 0.99 PMM D+L+W0 5467.20 No Messages No Messages
453 L4X4X1/4 Beam No Messages 0.06 PMM D+L+W0 0.00 No Messages No Messages
454 L4X4X1/4 Beam No Messages 0.07 PMM D+L+W90 0.00 No Messages No Messages
459 L2.5X2.5X3/16 Brace No Messages 0.29 PMM D+L+W180 277.00 No Messages No Messages
460 L2.5X2.5X3/16 Brace No Messages 0.19 PMM D+L+W180 277.00 No Messages No Messages
461 L2.5X2.5X3/16 Brace No Messages 0.56 PMM D+L+W90 277.00 No Messages No Messages
462 L2.5X2.5X3/16 Brace No Messages 0.24 PMM D+L+W180 277.00 No Messages No Messages
463 L2X2X3/16 Beam No Messages 0.69 PMM D+L+W90 0.00 No Messages No Messages
464 L2X2X3/16 Beam No Messages 0.23 PMM D+L+W0 0.00 No Messages No Messages
465 L2X2X3/16 Beam No Messages 0.30 PMM D+L+W0 0.00 No Messages No Messages
466 L2X2X3/16 Beam No Messages 0.27 PMM D+L+W0 0.00 No Messages No Messages
471 L4X4X1/4 Beam No Messages 0.06 PMM D+L+W90 0.00 No Messages No Messages
472 L4X4X1/4 Beam No Messages 0.06 PMM D+L+W180 0.00 No Messages No Messages
473 L2.5X2.5X3/16 Brace No Messages 0.73 PMM D+L+W0 277.00 No Messages No Messages
474 L2.5X2.5X3/16 Brace No Messages 0.20 PMM D+L+W0 277.00 No Messages No Messages
475 L2.5X2.5X3/16 Brace No Messages 0.43 PMM D+L+W180 277.00 No Messages No Messages
476 L2.5X2.5X3/16 Brace No Messages 0.05 PMM D+L+W0 277.00 No Messages No Messages
477 L2X2X3/16 Beam No Messages 0.80 PMM D+L+W180 0.00 No Messages No Messages
478 L2X2X3/16 Beam No Messages 0.26 PMM D+L+W90 0.00 No Messages No Messages
479 L2X2X3/16 Beam No Messages 0.72 PMM D+L+W90 0.00 No Messages No Messages
480 L2X2X3/16 Beam No Messages 0.13 PMM D+L+W90 0.00 No Messages No Messages
483 L4X4X1/4 Beam No Messages 0.06 PMM D+L+W180 0.00 No Messages No Messages
484 L4X4X1/4 Beam No Messages 0.04 PMM D+L+W0 0.00 No Messages No Messages
485 L2.5X2.5X3/16 Brace No Messages 0.64 PMM D+L+W90 277.00 No Messages No Messages
486 L2.5X2.5X3/16 Brace No Messages 0.14 PMM D+L+W90 277.00 No Messages No Messages
487 L2.5X2.5X3/16 Brace No Messages 0.75 PMM D+L+W0 277.00 No Messages No Messages
488 L2.5X2.5X3/16 Brace No Messages 0.23 PMM D+L+W90 277.00 No Messages No Messages
489 L2X2X3/16 Beam No Messages 0.62 PMM D+L+W0 0.00 No Messages No Messages
490 L2X2X3/16 Beam No Messages 0.06 PMM D+L+W180 0.00 No Messages No Messages
491 L2X2X3/16 Beam No Messages 0.84 PMM D+L+W180 0.00 No Messages No Messages
492 L2X2X3/16 Beam No Messages 0.15 PMM D+L+W180 0.00 No Messages No Messages
Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg
Text Text Text Text Unitless Text Text mm Text Text
21-Sept-15
INDUSTRIAL INSTRUMENTATION S.A.
SITIO EL TAMBORAL
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89
MEMORIA DE CÁLCULOTorre Revisión Fecha
T60v125 V00
493 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W180 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
494 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W90 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
495 L3X3X1/4 Beam See WarnMsg 0.00 PMM D+L+W0 0.00 No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4)
81 L3X3X1/4 Beam No Messages 0.17 PMM D+L+W90 2878.91 No Messages No Messages
87 L3X3X1/4 Beam No Messages 0.17 PMM D+L+W180 0.00 No Messages No Messages
9 L3X3X1/4 Beam No Messages 0.07 PMM D+L+W0 0.00 No Messages No Messages
11 L3X3X1/4 Beam No Messages 0.17 PMM D+L+W180 0.00 No Messages No Messages
14 L4X4X1/4 Brace No Messages 0.65 PMM D+L+W90 2386.96 No Messages No Messages
15 L4X4X1/4 Brace No Messages 0.56 PMM D+L+W90 2148.41 No Messages No Messages
17 L4X4X1/4 Brace No Messages 0.29 PMM D+L+W90 2386.96 No Messages No Messages
22 L4X4X1/4 Brace No Messages 0.29 PMM D+L+W90 2148.41 No Messages No Messages
26 L4X4X1/4 Brace No Messages 0.26 PMM D+L+W90 2136.58 No Messages No Messages
28 L4X4X1/4 Brace No Messages 0.26 PMM D+L+W90 1925.29 No Messages No Messages
31 L4X4X1/4 Brace No Messages 0.52 PMM D+L+W90 2136.58 No Messages No Messages
34 L4X4X1/4 Brace No Messages 0.45 PMM D+L+W90 1925.29 No Messages No Messages
38 L3X3X1/4 Brace No Messages 0.27 PMM D+L+W90 1933.97 No Messages No Messages
40 L3X3X1/4 Brace No Messages 0.27 PMM D+L+W90 1741.06 No Messages No Messages
43 L3X3X1/4 Brace No Messages 0.69 PMM D+L+W90 1933.97 No Messages No Messages
46 L3X3X1/4 Brace No Messages 0.56 PMM D+L+W90 1741.06 No Messages No Messages
48 L4X4X1/4 Brace No Messages 0.20 PMM D+L+W90 1741.43 No Messages No Messages
50 L4X4X1/4 Brace No Messages 0.18 PMM D+L+W180 0.00 No Messages No Messages
52 L4X4X1/4 Brace No Messages 0.36 PMM D+L+W90 1741.43 No Messages No Messages
54 L4X4X1/4 Brace No Messages 0.56 PMM D+L+W90 0.00 No Messages No Messages
56 L4X4X1/4 Brace No Messages 0.58 PMM D+L+W180 4773.92 No Messages No Messages
58 L4X4X1/4 Brace No Messages 0.55 PMM D+L+W180 2148.41 No Messages No Messages
60 L4X4X1/4 Brace No Messages 0.81 PMM D+L+W0 2386.96 No Messages No Messages
65 L4X4X1/4 Brace No Messages 0.67 PMM D+L+W0 2148.41 No Messages No Messages
69 L4X4X1/4 Brace No Messages 0.66 PMM D+L+W0 2136.58 No Messages No Messages
73 L4X4X1/4 Brace No Messages 0.57 PMM D+L+W0 1925.29 No Messages No Messages
75 L4X4X1/4 Brace No Messages 0.42 PMM D+L+W180 2136.58 No Messages No Messages
77 L4X4X1/4 Brace No Messages 0.42 PMM D+L+W180 1925.29 No Messages No Messages
79 L3X3X1/4 Brace No Messages 0.86 PMM D+L+W0 1933.97 No Messages No Messages
88 L3X3X1/4 Brace No Messages 0.69 PMM D+L+W0 1741.06 No Messages No Messages
89 L3X3X1/4 Brace No Messages 0.60 PMM D+L+W180 3867.93 No Messages No Messages
92 L3X3X1/4 Brace No Messages 0.53 PMM D+L+W180 1741.06 No Messages No Messages
93 L4X4X1/4 Brace No Messages 0.46 PMM D+L+W0 1741.43 No Messages No Messages
94 L4X4X1/4 Brace No Messages 0.67 PMM D+L+W0 0.00 No Messages No Messages
95 L4X4X1/4 Brace No Messages 0.29 PMM D+L+W180 3482.86 No Messages No Messages
96 L4X4X1/4 Brace No Messages 0.50 PMM D+L+W180 0.00 No Messages No Messages
97 L4X4X1/4 Brace No Messages 0.86 PMM D+L+W0 2386.96 No Messages No Messages
99 L4X4X1/4 Brace No Messages 0.73 PMM D+L+W0 2148.41 No Messages No Messages
101 L4X4X1/4 Brace No Messages 0.64 PMM D+L+W90 2386.96 No Messages No Messages
103 L4X4X1/4 Brace No Messages 0.63 PMM D+L+W180 2148.41 No Messages No Messages
104 L4X4X1/4 Brace No Messages 0.55 PMM D+L+W90 2136.58 No Messages No Messages
105 L4X4X1/4 Brace No Messages 0.48 PMM D+L+W180 1925.29 No Messages No Messages
106 L4X4X1/4 Brace No Messages 0.71 PMM D+L+W0 2136.58 No Messages No Messages
107 L4X4X1/4 Brace No Messages 0.62 PMM D+L+W0 1925.29 No Messages No Messages
108 L3X3X1/4 Brace No Messages 0.68 PMM D+L+W90 1933.97 No Messages No Messages
109 L3X3X1/4 Brace No Messages 0.61 PMM D+L+W180 1741.06 No Messages No Messages
120 L3X3X1/4 Brace No Messages 0.91 PMM D+L+W0 1933.97 No Messages No Messages
121 L3X3X1/4 Brace No Messages 0.75 PMM D+L+W0 1741.06 No Messages No Messages
122 L4X4X1/4 Brace No Messages 0.38 PMM D+L+W90 1741.43 No Messages No Messages
123 L4X4X1/4 Brace No Messages 0.61 PMM D+L+W180 0.00 No Messages No Messages
124 L4X4X1/4 Brace No Messages 0.48 PMM D+L+W0 1741.43 No Messages No Messages
125 L4X4X1/4 Brace No Messages 0.78 PMM D+L+W0 0.00 No Messages No Messages
133 L4X4X1/4 Brace No Messages 0.84 PMM D+L+W90 2657.17 No Messages No Messages
135 L4X4X1/4 Brace No Messages 0.71 PMM D+L+W90 2390.81 No Messages No Messages
137 L4X4X1/4 Brace No Messages 0.31 PMM D+L+W90 2657.17 No Messages No Messages
141 L4X4X1/4 Brace No Messages 0.33 PMM D+L+W90 2390.81 No Messages No Messages
143 L4X4X1/4 Brace No Messages 0.67 PMM D+L+W180 2657.17 No Messages No Messages
145 L4X4X1/4 Brace No Messages 0.65 PMM D+L+W180 2390.81 No Messages No Messages
148 L4X4X1/4 Brace Overstressed 2.23 PMM D+L+W0 2657.17 No Messages No Messages
149 L4X4X1/4 Brace No Messages 0.96 PMM D+L+W0 2390.81 No Messages No Messages
150 L4X4X1/4 Brace See ErrMsg D+L+W0 2657.17 fa > Fe (ASD H1); Design can not proceed No Messages
151 L4X4X1/4 Brace No Messages 1.08 PMM D+L+W0 2390.81 No Messages No Messages
152 L4X4X1/4 Brace No Messages 1.00 PMM D+L+W90 2657.17 No Messages No Messages
153 L4X4X1/4 Brace No Messages 0.77 PMM D+L+W90 2390.81 No Messages No Messages
27 P1.5 Column No Messages 0.53 PMM D+L+W180 0.00 No Messages No Messages
32 P1.5 Column See ErrMsg D+L+W90 0.00 fa > Fe (ASD H1); Design can not proceed No Messages
42 P1.5 Column See ErrMsg D+L+W0 0.00 fa > Fe (ASD H1); Design can not proceed No Messages
86 L2X2X3/16 Brace No Messages 0.09 PMM D+L+W90 0.00 No Messages No Messages
159 L2X2X3/16 Brace No Messages 0.22 PMM D+L+W90 0.00 No Messages No Messages
10 L1.5X1.5X3/16 Brace No Messages 0.11 PMM D+L+W90 0.00 No Messages No Messages
13 L1.5X1.5X3/16 Brace No Messages 0.35 PMM D+L+W90 0.00 No Messages No Messages
18 L1.5X1.5X3/16 Brace No Messages 0.09 PMM D+L+W90 0.00 No Messages No Messages
30 L1.5X1.5X3/16 Brace No Messages 0.28 PMM D+L+W90 0.00 No Messages No Messages
Frame DesignSect DesignType Status Ratio RatioType Combo Location ErrMsg WarnMsg
Text Text Text Text Unitless Text Text mm Text Text
21-Sept-15
INDUSTRIAL INSTRUMENTATION S.A.
SITIO EL TAMBORAL
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89
MEMORIA DE CÁLCULOTorre Revisión Fecha
T60v125 V00
39 L1.5X1.5X3/16 Brace No Messages 0.05 PMM D+L+W180 0.00 No Messages No Messages
47 L1.5X1.5X3/16 Brace No Messages 0.31 PMM D+L+W90 0.00 No Messages No Messages