PUERTA DE ORO - EMPRESA DE DESARROLLO DEL CARIBE - …
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PUERTA DE ORO - EMPRESA DE DESARROLLO DEL CARIBE
PROYECTO CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR
Barranquilla – Colombia
Proyecto:
DISEÑO ESTRUCTURAL PASARELA 3M DE ANCHO
TIPO
Documento ESS-DI2001-PS3M-TIPO -In01
Versión: 00
Ejecutó:
Bogotá D.C., marzo de 2021
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
CONTENIDO INFORME: ESS-DI2001-PS3M-TIPO -In01 PROYECTO: CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO
FAMILIAR, PASARELA 3M-TIPO
MEMORIAS DE CÁLCULO ESTRUCTURAL
1. DESCRIPCION GENERAL
1.1 Descripción de la estructura 1.2 Características del uso y del suelo 1.3 Materiales 1.4 Planteamiento Modelo 1.5 Normas
2. SISTEMA ESTRUCTURAL Y PARAMETROS SISMICOS DE DISEÑO
2.1 Sistema estructural 2.2 Características del diseño 2.3 Espectro sísmico de diseño
3. ANÁLISIS DE CARGAS 4. ESTRUCTURACIÓN
5. ANALISIS DE FUERZA SÍSMICA 6. DESPLAZAMIENTOS Y REVISIÓN DE IRREGULARIDADES
7. DERIVAS ADMISIBLES 8. CHEQUEO DE ELEMENTOS
8.1 Elementos de Madera
9. UNIONES
10. CIMENTACIÓN
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
1. DESCRIPCION GENERAL
El presente estudio fue elaborado por ESTRUCTURAS SOSTENIBLES
S.A.S, en desarrollo del proyecto de consultoría estructural contratado por PUERTA DE ORO - EMPRESA DE DESARROLLO DEL CARIBE
La edificación Tipo- Pasarela 3m del proyecto denominado CIENAGA DE
MALLORQUIN ECOPARQUE DISTRITO FAMILIAR, destinado a zona común y pasarela, está localizado en la ciénaga de Mallorquín, ciudad de Barranquilla, Colombia.
En el presente informe y en los planos básicos que lo acompañan, se
encuentran desarrollados todos los aspectos referentes al proyecto.
1.1. DESCRIPCION DE LA ESTRUCTURAS Es una “edificación” de un solo nivel tipo pasarela – sendero peatonal, en la
que el entrepiso lo conforman viguetas de madera en sentido corto sobre las que descansa el listón machimbrado. El sistema estructural de la edificación es del tipo aporticado con diagonales en madera. En ancho del tablero es de 3 metros. En sentido longitudinal las columnas-pilotes se encuentran espaciadas en promedio cada 4.80m y en sentido transversal la luz es de 1.80 metros. La altura libre desde el nivel de terreno a nivel de entrepiso es de 2.50 m aproximadamente.
Se proyecta una cimentación del tipo pilote ( Las mismas columnas en este caso), con profundidad de pilotes de 9 metros desde el nivel de suelo.
Las edificaciones se encuentran localizadas en zona de amenaza sísmica baja, según la NSR-10.
El área en planta del módulo es de aproximadamente de 150 m2.
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
1.2. CARACTERISTICAS DE USO Y SUELO
El suelo sobre el cual se proyecta la estructura corresponde al Tipo D de acuerdo a la NSR-10. Las edificaciones que conforman el proyecto pertenecen al Grupo de Uso II, correspondiente a la categoría de estructuras de ocupación especial, ya que dentro de estas instalaciones existe la posibilidad de que se reúnan más de 200 personas en una zona delimitada y además, son edificaciones públicas al servicio de toda la Comunidad. Por lo anteriormente mencionado, el coeficiente de importancia utilizado para el diseño de los elementos que componen sistema estructural de las edificaciones corresponde a 1.10, mientras que para el análisis de derivas se tomara como 1.0, como lo permite y establece la NSR-10. Los municipios en los que se encuentra situado el proyecto tienen los siguientes parámetros sísmicos de acuerdo a la NSR-10:
Para el análisis y diseño se escogen los parámetros más críticos, es decir, suelo tipo D y parámetros sísmicos propios de la ciudad de Barranquilla. El estudio de suelos fue elaborado por CASTRO & ASOCIADOS INGENIERIA S.A.S donde indica que: la cimentación a utilizar en la ejecución del proyecto se realizará mediante pilotes hincados que sirvan como medio de transmisibilidad de carga por debajo de los suelos iniciales.
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
1.3. MATERIALES
A continuación se presentan los materiales utilizados en el análisis y en el posterior diseño de la estructura:
Madera
Todos los elementos de la edificación se analizaron y diseñaron usando los parámetros presentados en las siguientes tablas que refieren a Pino del Sur - Southern Yellow Pine -G1, valores que fueron obtenidos directamente de los proveedores del material (resultado de ensayos) y los cuales se encuentra en cuanto a propiedades mecánicas por debajo de Madera clasificada como ES4, según el Título G de la NSR-10.
GRUPO Fb
Flexión
Ft
Tensión
Fc
Compresión ||
Fp
Compresión Ⱶ
Fv
Cortante
MACIZA 13.60 10.80 11.50 3.90 1.20
LAMINADA 16.80 11.50 13.00 2.80 2.10
Tabla Propiedades mecánicas madera (Un: MPa)
GRUPO Módulo
Promedio E0.5
Módulo Mínimo
Emin
MACIZA 12600 4620
LAMINADA 12600 4620
Tabla Propiedades mecánicas madera (Un: MPa)
Toda la madera utilizada en el proyecto debe ser de características estructurales, laminadas o naturales, secas e inmunizadas con tecnología de Vacío-Presión, cultivada industrialmente.
Acero de refuerzo
Ø < 3/8”: fy= 420 MPa
Ø < 3/8” y mayores fy= 420 MPa
Malla electrosoldada fy= 490 Mpa
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
Estructura metálica (Acero)
Perfiles tipo I, W y H A572-G50 Perfiles tubulares A500-G-C Platinas de anclaje y conexión A36 / A572-G50
1.4. PLANTEAMIENTO DEL MODELO ESTRUCTURAL
Los modelos de las edificaciones que involucran como material de su sistema estructural la madera, se realizaron en el programa computacional Sap2000; En general, los modelos computacionales de análisis estructural se elaboraron partiendo de los planos arquitectónicos del proyecto se tomaron la geometría y ejes, con el fin de plasmar en el modelo computacional las dimensiones reales de los elementos que conforman la edificación.
Ilustración 1 Vista 3D- Modelo Sap2000
En los modelos analíticos se introdujeron los pilotes en el tramo de terreno y se implementaron resortes horizontales para asimilar la interacción suelo –estructura.
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
1.5. NORMAS El diseño de la estructura y todos sus elementos constitutivos, fue realizado
cumpliendo con los requerimientos establecidos por el REGLAMENTO COLOMBIANO DE CONSTRUCCIÓN SISMO RESISTENTE, NSR-10 (Especialmente título G).
________________________________ ING. ANTONIO J. FRANCO ESPINEL
MP. 25202-14606 CND. ESTRUCTURAS SOSTENIBLES S.A.S.
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
2. SISTEMA ESTRUCTURAL Y PARAMETROS SISMICOS DE DISEÑO
DESCRIPCIÓN DEL PROYECTO:
DESCRIPCIÓN DE LA ESTRUCTURA:
DESCRIPCIÓN GENERAL:
DESCRIPCIÓN CIMENTACIÓN:
CASTRO & ASOCIADOS INGENIERIA S.A.S
CODIGOS Y NORMATIVIDAD UTILIZADA:
METODOLOGIA UTILIZADA:
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
El modelo computacional se realizo en programa Sap2000, el cual permite ejecutar un análisis estructural y.dinámico tridimensional de la estructura
6-17 ton.
Para el presente estudio se han tenido en cuenta todas las especificaciones y pautas de diseño de las Normascolombianas de Diseño y Construcción Sismo Resistente NSR-10, adicional a esto también se han tenido encuenta todos los Decretos complementarios.
PILOTES
MAYO 2020
FIRMA ASESORA DE SUELOS:
FECHA DEL ESTUDIO:
NUMERO DEL ESTUDIO:
TIPO DE CIMENTACIÓN:
NIVEL DE CIMENTACIÓN:
TIPO DE MATERIAL: MADERA
CAP. DE DISIPACIÓN ENERGÍA:
TIPO DE PLACA:
El presente informe contiene el análisis y diseño estructural del proyecto CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR - PASARELA 3M TIPO
PL EN MADERA
CANTIDAD DE EDIFICIOS:
NUMERO DE PISOS:
ÁREA APROXIMADA:
SISTEMA ESTRUCTURAL:
1
1
150m2
SISTEMA DE PÓRTICOS Y DIAGONALES
DIRECCIÓN:
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR
BARRANQUILLA
-
FECHA: MARZO DE 2021
DI2001-PS3-
TIPODESCRIPCIÓN GENERAL DEL PROYECTO
NOMBRE DEL PROYECTO:
UBICACIÓN:
ESTRATO DE CIMENTACIÓN:
CAPACIDAD DE SOPORTE :
CAPACIDAD DE PILOTES :
PLATAFORMAS:
OTRAS CONDICIONES:
a.) UBICACIÓN DEL PROYECTO:
b.) ZONA DE AMENAZA SÍSMICA:
c.) NORMA A UTILIZAR:
d.) MICROZONIFICACIÓN SÍSMICA:
e.) REGIÓN SÍSMICA SEGÚN MAPA:
f.) TIPO DE PERFIL DE SUELO:
g.) GRUPO DE USO :
H.) COEFICIENTE DE IMPORTANCIA:
I.) COEFICIENTE DE AMORTIGUAMIENTO CRÍTICO: CCA: 5%
j.) ESPECTRO DE DISEÑO : ELASTICO
k.) SISTEMA ESTRUCTURAL:
l.) MATERIAL:
m.)
n.) COEF. DE CAP. BÁSICA MODIFICACIÓN RESPUESTA: (Ro)
ñ.) MÉTODO DE ANÁLISIS UITILIZADO:
* REVISIÓN DEL MÉTODO A UTILIZAR:
1.)
2.)
3.)
4.)
5.)
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
BARRANQUILLA
BAJA
DI2001-PS3-TIPO
CARACTERÍSTICAS DE DISEÑO
(Av)
NSR-10
R- 2 Aa = 0.10
NO APLICA MICROZONIFICACIÓN SISMICA
R- 2
ESTRUCTURAS DE OCUPACIÓN ESPECIAL
MÉTODOS DE ANÁLISIS DINÁMICO ELÁSTICO
D Fv = 2.40Fa = 1.60
II
(S) 1.10
MADERA
2.0
Av = 0.10
(Aa)
Edificaciones que tengan irregularidades verticales de los tipos 1aA, 1bA, 2A y 3A, tal como se definen en A.3.3.5,
Edificaciones que tengan irregularidades que no estén descritas en A.3.3.4 y A.3.3.5, exceptuando el caso descrito en A.3.2.4.3
Edificaciones de más de 5 niveles o de más de 20 m de altura, localizadas en zonas de amenaza sísmica alta, que no tengan el mismo sistema estructural en toda su altura, con la excepción de los prescrito en A.3.2.4.3
Edificaciones de más de 20 niveles o de más de 60 m de altura, exceptuando las edificaciones mencionadas en A.3.4.2.1 (a) y (b)
SISTEMA DE PÓRTICOS Y DIAGONALES
Estructuras, regulares o irregulares, localizadas en sitios que tengan un perfil de suelo D, E o F y que tengan un período mayor de 2TC
ESTE MÉTODO DE ANÁLISIS SUPLE LAS NECESIDADES DEL A.3.4.2 (NSR-10)
ANÁLISIS DE ALTURA DEL EDIFICIO:
Observaciones: Diseño: J.O.T.T
ALTURA PARA SISMO: Reviso: A. J. F. E.
ALTURA TOTAL PARA DISEÑO 2.80
DETALLES DE NIVELES
2.80 2.80 2.80
0.00NIVEL DEL PISO INFERIOR
2.80Σ=
0.00 0.00 2.80 0.00
NIVEL 1 2.80 2.80
2.80 0.00
0.00 0.00 2.80 0.00
0.00 0.00
2.80 0.00
0.00 0.00 2.80 0.00
0.00 0.00
2.80 0.00
0.00 0.00 2.80 0.00
0.00 0.00
0.00
0.00
0.00 2.80 0.00
0.00 2.80 0.00
2.80 0.000.00
0.00 2.80 0.00
0.00 0.00 2.80 0.00
0.00 0.00 2.80 0.00
0.00
2.800.00 0.00 0.00
2.80 0.000.00 0.00
0.00 2.80
DI2001-PS3-TIPO
(m) (m) (m) (m) (m)
NIVEL DE PISO
RESUMEN DE ALTURA Y NIVELES
H. LIBRE ARQ.
H. ACABADO
H. LIBRE FINAL
H. PLACA ESTRUC.
H FINAL ESTRUCT.
H. FINAL ETABS.
NOMBRE DEL NIVEL
(m)
ANÁLISIS DE ALTURAS Y NIVELES
2.8
0.00 0.00 2.80 0.00
0.00 0.00 2.80 0.00
0.000.00 2.80
0.00
0.00
0.00
0.00
Acabado
Arquitect.
Acabado
Arquitect.
Alt
ura
Pla
ca.
Alt
ura
Pla
ca.
Alt
ura
Lib
re
Arq
uit
ect
ón
i
ca.
To: Ta: Ao:
Tc: Aa: Fa:
TL: Av: Fv:
Sa:
K:
Ta: Periodo apróximado según A.4.2.2
Ta: Periodo apróximado según A.4.2-5
110% Ta: Tolerancia límite según A.4.2.3
Tdin:
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
0.10 (g) 2.40
GRUPO DE USO:
TIPO DE IMPORTANCIA:
ESTRUCTURAS DE OCUPACIÓN ESPECIAL
Coeficiente de Importancia:II 1.10
0.15 [Seg]
0.72 [Seg]
5.76 [Seg]
DI2001-PS3-TIPO
ESPECTRO SÍSMICO DE DISEÑO
0.16 [Seg]
0.10 (g)
N/A
1.60
NSR-10 ZONA: 17
COEFICIENTES ESPECTRALES
ZONA DE MICROZONIFICACIÓN:
BARRANQUILLA
Norma Colombiana de Diseño Sismo Resistente (NSR-10)
NO APLICA MICROZONIFICACION SISMICA
DESCRIPCION DE UBICACIÓN DEL PROYECTO
UBICACIÓN:
ESPECTRO NORMA:
MICROZONIFICACIÓN SÍSMICA:
COMPARACIÓN DE PERIODOS SEGÚN NSR-10 (A.4.2.3)
0.16 (Seg)
0.20 (Seg)
0.22 (Seg)
0.40 (Seg)
0.44 (g)
44.0%Para efectos de sismo se distribuirá el 0.44 de la masa de la
estructura en los diferentes diafragmas de piso
1.00
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
0.00 1.00 2.00 3.00 4.00 5.00 6.00
Sa
[g
]
T [seg]
Espectro Sismico De Diseño
Sa Ti Ta Tc TL Tdim
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
3. ANÁLISIS DE CARGAS
NOTA:
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
3.130.890.0Σ=
0.0
0.0
0.0 0.0
0.0
30.8
0.0
NOMBRE DEL PISO
0.0
0.0
0.0
0.0
0.0
PESO DE VIGAS PESO DE COLUMNAS
[KN] [KN] [Tonf]
0.0
[KN]
0.0
0.0
0.0
0.0
ÁREA DEL PISO
48.9
0.0 0.0
0.0 0.0 0.0
0.0
5.0 0.0
0.0
0.0
0.0 0.0
0.0
0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0
DI2001-PS3-TIPO
ANÁLISIS Y CHEQUEO DE PESOS SEGÚN EL PROGRAMA
0.0 0.0
0.0
0.0
0.0
0.0
[Tonf]
0.0
PESO DE PANTALLAS
0.0 0.0 0.0
0.0
[m²]
0.0
0.0
0.0 0.0
0.0 0.0 0.0
0.0
[Tonf]
0.0
0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0
0.0
0.0 0.0
0.0 0.0
0.00.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00.0
0.0
0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
90.0
0.0 0.0
NIVEL 1
0.0
0.0
0.0 0.0
5.0 0.0 0.0
PESO TOTAL
[KN]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0
0.0
0.0 0.0
0.0
0.0 0.0
0.0
0.0
0.0 0.0
FACTOR DE AJUSTE AL PESO 1.00
Para el análisis del peso propio de los elementos que componen la estructura, se tomó como carga estática (P.P), la cual se
evaluó con un índice multiplicador igual a 1; con este tipo de carga se calculó el peso propio de cada piso (Ver tablas
anexas). Adicional a esto se calculó un factor de corrección que corresponde a la diferencia entre el listado del peso propio
dado por las hojas de cálculo y la sumatoria de las reacciones dadas por el modelo matemático. Este factor de ajuste tendrá
que ser menor del 5% y se ajustara directamente a la masa de la estructura.
79.72 KNRESUMEN DE PESOS POR TABLA
SUMATORIA DE LA REACCIONES POR COMBINACIÓN - P.P
CHEQUEO DE PESOS
8.13 T
79.65 KN
1049.45 T
0.09%
0.0
79.7
79.7
0.0 0.0 0.0 0.0 0.0 0.0
3.1 48.9
2. Avalúo de cargas:
a. Listón machihembrado (e=0.04 m) = =
b. Instalaciones = =
c. Capa manto impermeabilizante = =
d. Adicional = =
= =
= =
= =
= =
CARGA MUERTA TOTAL = =
a. Puente Peatonal - Zona Comunal = =
Observaciones: Diseño: J. O. T. T.
Reviso: A. J. F. E.
0.30 [KN/m²] 0.03 [T/m²]
DI2001EVALUACIÓN DE CARGAS
PISO EN DECK - LISTON MACHIEMBRADO
CARGA MUERTA
[KN/m²] 0.00 [T/m²]
0.25 [KN/m²] 0.03 [T/m²]
0.15 [KN/m²] 0.02 [T/m²]
0.20 [KN/m²] 0.02 [T/m²]
[KN/m²] 0.00 [T/m²]
[KN/m²] 0.00 [T/m²]
CARGA MUERTA
[KN/m²] 0.00 [T/m²]
0.90 [KN/m²] 0.09 [T/m²]
CARGA VIVA
5.00 [KN/m²] 0.50 [T/m²]
Ancho aferente / separación viguetas: = 0.50 [m]
Carga muerta sobre impuesta a vigueta: = 0.045 [T/m] = 45 [kg/m]
Carga viva sobre impuesta a vigueta: = 0.25 [T/m] = 250 [kg/m]
Elemento
Paral 0.08x0.08 m 1.60 m 1.20 m 0.80 ton/m3 0.01 ton/m 6.83 kg/m
Agarradera 0.04X0.14 m 1.00 m 0.15 m 0.80 ton/m3 0.03 ton/m 29.87 kg/m
Conexiones 0.01 ton/m 8.96 kg/m
Otros 0.02 ton/m 15.00 kg/m
Total 0.06 ton/m 60.65 kg/m
Total* 0.07 ton/m 61.00 kg/m
De acuerdo a NSR-10 numeral B.4.2.2
V 250.0
M 250.0 0.25
Observaciones: Diseño: J. O. T. T.
Reviso: A. J. F. E.
kg/m
kg.m/m ton.m/m
EVALUACIÓN CARGAS BARANDA DI2001
Carga Distribuida Carga Distribuida
ANALISIS CARGA MUERTA BARANDA
Las barandas de coliseos se deben diseñar para una carga
minima horizontal de 250 kgf/m
ANALISIS CARGA VIVA EN BARANDA
Sección Longitud Separación Densidad
NOTA:
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
PESO PARA ANALSIS SISMICO 193.72
19.71 T
CHEQUEO DE PESOS 0.19%
FACTOR DE AJUSTE AL PESO 1.002
Para el análisis del peso propio de los elementos que componen la estructura se tomó como carga estática (P.P). A la cual
se tomó como índice multiplicador igual a 1, con este tipo de carga se calculó el peso propio de cada piso según las tablas
anexas. Además se calculó un factor de corrección que corresponde a la diferencia entre el listado del peso propio y la
sumatoria de las reacciones por efecto de (P.P). Este factor de ajuste tendrá que ser menor del 5% y se ajustara
directamente a la masa de la estructura.
193.72 Kn
19.75 T
SUMATORIA DE LA REACCIONES POR COMBINACIÓN - P.P (T) 193.35 Kn
0.0 0.0
0.0
0.0
0.0
0.0
0.0
48.930.8
0.0
0.0
0.0
0.0
0.0
0.0
Σ=
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
[KN]
0.0
[KN]
RESUMEN DE PESOS POR TABLA (T)
0.0
0.0
0.0
0.0
0.0
0.0
30.8
0.0
0.0
0.0
0.0
0.0
0.0
NIVEL 1
0.0
DI2001-PS3-TIPO
RESUMEN DE PESOS GENERALES
NOMBRE DEL PISO
VIGAS
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
48.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
100.0
100.0
14.0
14.0
0.0
0.0
COLUMNAS
[KN]
MUROS
[KN]
PLACA
[KN]
SOBREC.
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
19.7
0.0
0.0
0.0
19.7
193.7
0.0
0.0
0.0
0.0
193.7
0.0
0.0
0.0
C. ADICIO.
[KN]
CARGA T
[KN]
CARGA T
[Tonf]
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1. DATOS DE ENTRADA
Unidades: Kgf, m
2. RESULTADOS
Presión neta para cubiertas en edificaciones abiertas
Velocidad Viento (km/h) 165
Altura Cornisa (he) 2.5
Altura Cumbrera (hr) 2.5
Ancho Edificación (L) 3
Largo Edificación (B) 48
Factor Topografía (Ft) 1
Factor Dirección (Fd) .85
Relación Amortiguamiento 0.05
Dirección Viento (Cumbrera) Normal
Tipo de Cubierta Un Agua
Tipo Edificación Abierto
Exposición C
Ocupación II
Angulo de Techo 0.00
Altura Media 2.50
Coef. Muro Barlov. 0.80
Coef. Muro Sotav. -0.50
Coef. Muro Lat. -0.70
Coef. Pres. Int. - 0.00
Coef. Pres. Int. + 0.00
Presión x Vel. 93.68
Factor de Ráfaga 0.86
Peridodo (segs.) 0.15
Coef. Pres. Cubierta Zona 1 0.00 0.00
Coef. Pres. Cubierta Zona 2 0.00 0.00
Coef. Pres. Cubierta Zona 3 0.00 0.00
Coef. Pres. Cubierta Zona 4 0.00 0.00
Z Kz Qz Cp W/+GCpi W/-GCpi
0.00 0.48 53.98 0.80 37.25 37.25
2.00 0.48 53.98 0.80 37.25 37.25
Cp W/+GCpi W/-GCpi
Muro Sotavento -0.50 -40.40 -40.40
Paredes Laterales -0.70 -56.56 -56.56
CN PCN
0_CNWLA 1.2 96.95
0_CNLLA 0.3 24.24
0_CNWOA -0.3 -24.24
0_CNLOA -1.2 -96.95
0_CNWLB -1.1 -88.87
0_CNLLB -0.1 -8.08
0_CNWOB -1.1 -88.87
0_CNLOB -0.6 -48.48
2
Elementos calculados con el programa de diseño Arquimet 2.0
CN PCN
1_CNWLA 1.2 96.95
1_CNLLA 0.3 24.24
1_CNWOA -0.5 -40.40
1_CNLOA -1.2 -96.95
1_CNWLB -1.1 -88.87
1_CNLLB -0.1 -8.08
1_CNWOB -1.1 -88.87
1_CNLOB -0.6 -48.48
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
4. ESTRUCTURACIÓN
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
L FRAMES ELEVACIONES LONGITUDINALES Y TRANSVERS
LABEL FRAMES NIVEL PLATAFORMA
DI2001-PS3-
TIPOMODELO COMPUTACIONAL
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
CARGA CM ASIGNADA FRAMES (ton/m)
DI2001-PS3-
TIPOMODELO COMPUTACIONAL
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
CARGA VIVA (CV) ASIGNADA FRAMES (ton/m)
DI2001-PS3-
TIPOMODELO COMPUTACIONAL
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
CARGA DE VIENTO (W) ASIGNADA FRAMES (ton/m)
DI2001-PS3-
TIPOMODELO COMPUTACIONAL
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 1 of 45
Table: Auto Seismic - User Coefficient, Part 1 of 2
Table: Auto Seismic - User Coefficient, Part 1 of 2
LoadPat Dir PercentEcc EccOverride UserZ MaxZ MinZ C
m m
fhex X 0.05 No No 0.4
fhey Y 0.05 No No 0.4
fhexD X 0.05 No Yes 7 4.5 0.44
fheyD Y 0.05 No Yes 7 4.5 0.44
Table: Auto Seismic - User Coefficient, Part 2 of 2
Table: Case - Modal 1 - General
Table: Case - Modal 1 - General
Case ModeType MaxNumModes
MinNumModes
EigenShift EigenCutoff EigenTol AutoShift
Cyc/sec Cyc/sec
MODAL Eigen 20 1 0 0 1E-09 Yes
Table: Case - Response Spectrum 1 - General, Part 1 of 2
Table: Case - Response Spectrum 1 - General, Part 1 of 2
Case ModalCombo GMCf1 GMCf2 PerRigid DirCombo MotionType DampingType
Cyc/sec Cyc/sec
eqx SRSS 1 0 SRSS SRSS Acceleration Constant
eqy SRSS 1 0 SRSS SRSS Acceleration Constant
Table: Case - Response Spectrum 1 - General, Part 2 of 2
Table: Case - Response Spectrum 1 - General, Part 2 of 2
Case ConstDamp EccenRatio NumOverride
eqx 0.05 0 0
eqy 0.05 0 0
Table: Case - Static 1 - Load Assignments
Table: Case - Static 1 - Load Assignments
Case LoadType LoadName LoadSF
DEAD Load pattern DEAD 1
CV Load pattern CV 1
CM Load pattern CM 1
W Load pattern W 1
fhex Load pattern fhex 1
fhey Load pattern fhey 1
fhexD Load pattern fhexD 1
fheyD Load pattern fheyD 1
Table: Auto Seismic - User Coefficient, Part 2 of 2
LoadPat K WeightUsed BaseShear
Tonf Tonf
fhex 1.01 19.3098 7.7239
fhey 1.01 19.3098 7.7239
fhexD 1.01 16.8853 7.4295
fheyD 1 16.8853 7.4295
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 2 of 45
Table: Combination Definitions, Part 1 of 3
Table: Combination Definitions, Part 1 of 3
ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign
1D Linear Add No Linear Static CM 1 None
1D Linear Static DEAD 1
1D+1L Linear Add No Linear Static CM 1 None
1D+1L Linear Static DEAD 1
1D+1L Linear Static CV 1
0.6D+W Linear Add No Linear Static CM 0.6 None
0.6D+W Linear Static DEAD 0.6
0.6D+W Linear Static W 1
D+0.75L+0.75W Linear Add No Linear Static CM 1 None
D+0.75L+0.75W Linear Static DEAD 1
D+0.75L+0.75W Linear Static CV 0.75
D+0.75L+0.75W Linear Static W 0.75
SISX Linear Add No Response Spectrum eqx 0.67 None
SISY Linear Add No Response Spectrum eqy 0.67 None
D+0.7EQX+0.21EQY Linear Add No Response Combo 1D 1 None
D+0.7EQX+0.21EQY Response Combo SISX 0.7
D+0.7EQX+0.21EQY Response Combo SISY 0.21
D-0.7EQX+0.21EQY Linear Add No Response Combo 1D 1 None
D-0.7EQX+0.21EQY Response Combo SISX -0.7
D-0.7EQX+0.21EQY Response Combo SISY 0.21
D+0.7EQX-0.21EQY Linear Add No Response Combo 1D 1 None
D+0.7EQX-0.21EQY Response Combo SISX 0.7
D+0.7EQX-0.21EQY Response Combo SISY -0.21
D+0.7EQY+0.21EQX Linear Add No Response Combo 1D 1 None
D+0.7EQY+0.21EQX Response Combo SISX 0.21
D+0.7EQY+0.21EQX Response Combo SISY 0.7
D-0.7EQY+0.21EQX Linear Add No Response Combo 1D 1 None
D-0.7EQY+0.21EQX Response Combo SISX 0.21
D-0.7EQY+0.21EQX Response Combo SISY -0.7
D+0.7EQY-0.21EQX Linear Add No Response Combo 1D 1 None
D+0.7EQY-0.21EQX Response Combo SISX -0.21
D+0.7EQY-0.21EQX Response Combo SISY 0.7
D+0.75L+0.525EQX Linear Add No Response Combo 1D 1 None
D+0.75L+0.525EQX Response Combo SISX 0.525
D+0.75L+0.525EQX Response Combo SISY 0.16
D+0.75L+0.525EQX Linear Static CV 0.75
D+0.75L-0.525EQX Linear Add No Response Combo 1D 1 None
D+0.75L-0.525EQX Response Combo SISX -0.525
D+0.75L-0.525EQX Response Combo SISY 0.16
D+0.75L-0.525EQX Linear Static CV 0.75
D+0.75L+0.525EQY Linear Add No Response Combo 1D 1 None
D+0.75L+0.525EQY Response Combo SISX 0.16
D+0.75L+0.525EQY Response Combo SISY 0.525
D+0.75L+0.525EQY Linear Static CV 0.75
D+0.75L-0.525EQY Linear Add No Response Combo 1D 1 None
D+0.75L-0.525EQY Response Combo SISX 0.16
D+0.75L-0.525EQY Response Combo SISY -0.525
D+0.75L-0.525EQY Linear Static CV 0.75
0.6D+0.7EQX+0.21EQY Linear Add No Response Combo 1D 0.6 None
0.6D+0.7EQX+0.21EQY Response Combo SISX 0.7
0.6D+0.7EQX+0.21EQY Response Combo SISY 0.21
0.6D+0.7EQX-0.21EQY Linear Add No Response Combo 1D 0.6 None
0.6D+0.7EQX-0.21EQY Response Combo SISX 0.7
0.6D+0.7EQX-0.21EQY Response Combo SISY -0.21
0.6D-0.7EQX+0.21EQY Linear Add No Response Combo 1D 0.6 None
0.6D-0.7EQX+0.21EQY Response Combo SISX -0.7
0.6D-0.7EQX+0.21EQY Response Combo SISY 0.21
0.6D+0.7EQY+0.21EQX Linear Add No Response Combo 1D 0.6 None
0.6D+0.7EQY+0.21EQX Response Combo SISX 0.21
0.6D+0.7EQY+0.21EQX Response Combo SISY 0.7
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 3 of 45
Table: Combination Definitions, Part 1 of 3
ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign
0.6D+0.7EQY-0.21EQX Linear Add No Response Combo 1D 0.6 None
0.6D+0.7EQY-0.21EQX Response Combo SISX -0.21
0.6D+0.7EQY-0.21EQX Response Combo SISY 0.7
0.6D-0.7EQY+0.21EQX Linear Add No Response Combo 1D 0.6 None
0.6D-0.7EQY+0.21EQX Response Combo SISX 0.21
0.6D-0.7EQY+0.21EQX Response Combo SISY -0.7
DER1 Linear Add No Linear Static fhex 1 None
DER1 Response Combo 1D 1
DER2 Linear Add No Linear Static fhey 1 None
DER2 Response Combo 1D 1
DER1-1 Linear Add No Response Spectrum eqx 0.909 None
DER2-2 Linear Add No Response Spectrum eqy 0.909 None
Table: Combination Definitions, Part 2 of 3
Table: Combination Definitions, Part 2 of 3
ComboName CaseName ConcDesign AlumDesign ColdDesign
1D CM None None None
1D DEAD
1D+1L CM None None None
1D+1L DEAD
1D+1L CV
0.6D+W CM None None None
0.6D+W DEAD
0.6D+W W
D+0.75L+0.75W CM None None None
D+0.75L+0.75W DEAD
D+0.75L+0.75W CV
D+0.75L+0.75W W
SISX eqx None None None
SISY eqy None None None
D+0.7EQX+0.21EQY 1D None None None
D+0.7EQX+0.21EQY SISX
D+0.7EQX+0.21EQY SISY
D-0.7EQX+0.21EQY 1D None None None
D-0.7EQX+0.21EQY SISX
D-0.7EQX+0.21EQY SISY
D+0.7EQX-0.21EQY 1D None None None
D+0.7EQX-0.21EQY SISX
D+0.7EQX-0.21EQY SISY
D+0.7EQY+0.21EQX 1D None None None
D+0.7EQY+0.21EQX SISX
D+0.7EQY+0.21EQX SISY
D-0.7EQY+0.21EQX 1D None None None
D-0.7EQY+0.21EQX SISX
D-0.7EQY+0.21EQX SISY
D+0.7EQY-0.21EQX 1D None None None
D+0.7EQY-0.21EQX SISX
D+0.7EQY-0.21EQX SISY
D+0.75L+0.525EQX 1D None None None
D+0.75L+0.525EQX SISX
D+0.75L+0.525EQX SISY
D+0.75L+0.525EQX CV
D+0.75L-0.525EQX 1D None None None
D+0.75L-0.525EQX SISX
D+0.75L-0.525EQX SISY
D+0.75L-0.525EQX CV
D+0.75L+0.525EQY 1D None None None
D+0.75L+0.525EQY SISX
D+0.75L+0.525EQY SISY
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 4 of 45
Table: Combination Definitions, Part 2 of 3
ComboName CaseName ConcDesign AlumDesign ColdDesign
D+0.75L+0.525EQY CV
D+0.75L-0.525EQY 1D None None None
D+0.75L-0.525EQY SISX
D+0.75L-0.525EQY SISY
D+0.75L-0.525EQY CV
0.6D+0.7EQX+0.21EQY 1D None None None
0.6D+0.7EQX+0.21EQY SISX
0.6D+0.7EQX+0.21EQY SISY
0.6D+0.7EQX-0.21EQY 1D None None None
0.6D+0.7EQX-0.21EQY SISX
0.6D+0.7EQX-0.21EQY SISY
0.6D-0.7EQX+0.21EQY 1D None None None
0.6D-0.7EQX+0.21EQY SISX
0.6D-0.7EQX+0.21EQY SISY
0.6D+0.7EQY+0.21EQX 1D None None None
0.6D+0.7EQY+0.21EQX SISX
0.6D+0.7EQY+0.21EQX SISY
0.6D+0.7EQY-0.21EQX 1D None None None
0.6D+0.7EQY-0.21EQX SISX
0.6D+0.7EQY-0.21EQX SISY
0.6D-0.7EQY+0.21EQX 1D None None None
0.6D-0.7EQY+0.21EQX SISX
0.6D-0.7EQY+0.21EQX SISY
DER1 fhex None None None
DER1 1D
DER2 fhey None None None
DER2 1D
DER1-1 eqx None None None
DER2-2 eqy None None None
Table: Combination Definitions, Part 3 of 3
Table: Combination Definitions, Part 3 of 3
ComboName CaseName GUID Notes
1D CM c9af00ce-2ca0-45a7-a643-f3ff63eb0dcc
1D DEAD
1D+1L CM c9af00ce-2ca0-45a7-a643-f3ff63eb0dcc
1D+1L DEAD
1D+1L CV
0.6D+W CM c9af00ce-2ca0-45a7-a643-f3ff63eb0dcc
0.6D+W DEAD
0.6D+W W
D+0.75L+0.75W CM c9af00ce-2ca0-45a7-a643-f3ff63eb0dcc
D+0.75L+0.75W DEAD
D+0.75L+0.75W CV
D+0.75L+0.75W W
SISX eqx 5ca99a61-beb7-49dd-86b5-046dfd79ab58
SISY eqy 5ca99a61-beb7-49dd-86b5-046dfd79ab58
D+0.7EQX+0.21EQY 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
D+0.7EQX+0.21EQY SISX
D+0.7EQX+0.21EQY SISY
D-0.7EQX+0.21EQY 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
D-0.7EQX+0.21EQY SISX
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 5 of 45
Table: Combination Definitions, Part 3 of 3
ComboName CaseName GUID Notes
D-0.7EQX+0.21EQY SISY
D+0.7EQX-0.21EQY 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
D+0.7EQX-0.21EQY SISX
D+0.7EQX-0.21EQY SISY
D+0.7EQY+0.21EQX 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
D+0.7EQY+0.21EQX SISX
D+0.7EQY+0.21EQX SISY
D-0.7EQY+0.21EQX 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
D-0.7EQY+0.21EQX SISX
D-0.7EQY+0.21EQX SISY
D+0.7EQY-0.21EQX 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
D+0.7EQY-0.21EQX SISX
D+0.7EQY-0.21EQX SISY
D+0.75L+0.525EQX 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
D+0.75L+0.525EQX SISX
D+0.75L+0.525EQX SISY
D+0.75L+0.525EQX CV
D+0.75L-0.525EQX 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
D+0.75L-0.525EQX SISX
D+0.75L-0.525EQX SISY
D+0.75L-0.525EQX CV
D+0.75L+0.525EQY 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
D+0.75L+0.525EQY SISX
D+0.75L+0.525EQY SISY
D+0.75L+0.525EQY CV
D+0.75L-0.525EQY 1D 6dff6a70-a32d-4a17-83fb-6a
cc363b7075
D+0.75L-0.525EQY SISX
D+0.75L-0.525EQY SISY
D+0.75L-0.525EQY CV
0.6D+0.7EQX+0.21EQY 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
0.6D+0.7EQX+0.21EQY SISX
0.6D+0.7EQX+0.21EQY SISY
0.6D+0.7EQX-0.21EQY 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
0.6D+0.7EQX-0.21EQY SISX
0.6D+0.7EQX-0.21EQY SISY
0.6D-0.7EQX+0.21EQY 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
0.6D-0.7EQX+0.21EQY SISX
0.6D-0.7EQX+0.21EQY SISY
0.6D+0.7EQY+0.21EQX 1D 6dff6a70-a32d-4a17-83fb-6a
cc363b7075
0.6D+0.7EQY+0.21EQX SISX
0.6D+0.7EQY+0.21EQX SISY
0.6D+0.7EQY-0.21EQX 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
0.6D+0.7EQY-0.21EQX SISX
0.6D+0.7EQY-0.21EQX SISY
0.6D-0.7EQY+0.21EQX 1D 6dff6a70-a32d-4a17-83fb-6acc363b7075
0.6D-0.7EQY+0.21EQX SISX
0.6D-0.7EQY+0.21EQX SISY
DER1 fhex 00a6ea49-4fa5-4ef6-9ac3-a6f607572779
DER1 1D
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 6 of 45
Table: Combination Definitions, Part 3 of 3
ComboName CaseName GUID Notes
DER2 fhey 00a6ea49-4fa5-4ef6-9ac3-a6f607572779
DER2 1D
DER1-1 eqx 00a6ea49-4fa5-4ef6-9ac3-a6f607572779
DER2-2 eqy 00a6ea49-4fa5-4ef6-9ac3-a6f607572779
Table: Frame Loads - Distributed, Part 1 of 3
Table: Frame Loads - Distributed, Part 1 of 3
Frame LoadPat CoordSys Type Dir DistType RelDistA
1 CV GLOBAL Force Gravity RelDist 0
1 CM GLOBAL Force Gravity RelDist 0
123 CV GLOBAL Force Gravity RelDist 0
123 CM GLOBAL Force Gravity RelDist 0
4 CV GLOBAL Force Gravity RelDist 0
4 CM GLOBAL Force Gravity RelDist 0
6 CV GLOBAL Force Gravity RelDist 0
6 CM GLOBAL Force Gravity RelDist 0
7 CV GLOBAL Force Gravity RelDist 0
7 CM GLOBAL Force Gravity RelDist 0
8 CV GLOBAL Force Gravity RelDist 0
8 CM GLOBAL Force Gravity RelDist 0
9 CV GLOBAL Force Gravity RelDist 0
9 CM GLOBAL Force Gravity RelDist 0
10 CV GLOBAL Force Gravity RelDist 0
10 CM GLOBAL Force Gravity RelDist 0
11 CV GLOBAL Force Gravity RelDist 0
11 CM GLOBAL Force Gravity RelDist 0
20 CV GLOBAL Force Gravity RelDist 0
20 CM GLOBAL Force Gravity RelDist 0
22 CV GLOBAL Force Gravity RelDist 0
22 CM GLOBAL Force Gravity RelDist 0
37 CM GLOBAL Force Gravity RelDist 0
37 W GLOBAL Force X RelDist 0
38 CM GLOBAL Force Gravity RelDist 0
38 W GLOBAL Force X RelDist 0
39 CM GLOBAL Force Gravity RelDist 0
39 W GLOBAL Force X RelDist 0
40 CM GLOBAL Force Gravity RelDist 0
40 W GLOBAL Force X RelDist 0
41 CM GLOBAL Force Gravity RelDist 0
41 W GLOBAL Force X RelDist 0
42 CM GLOBAL Force Gravity RelDist 0
42 W GLOBAL Force X RelDist 0
43 CM GLOBAL Force Gravity RelDist 0
43 W GLOBAL Force X RelDist 0
44 CM GLOBAL Force Gravity RelDist 0
44 W GLOBAL Force X RelDist 0
45 CM GLOBAL Force Gravity RelDist 0
45 W GLOBAL Force X RelDist 0
46 CM GLOBAL Force Gravity RelDist 0
46 W GLOBAL Force X RelDist 0
51 CM GLOBAL Force Gravity RelDist 0
51 W GLOBAL Force X RelDist 0
52 CM GLOBAL Force Gravity RelDist 0
52 W GLOBAL Force X RelDist 0
53 CM GLOBAL Force Gravity RelDist 0
53 W GLOBAL Force X RelDist 0
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 7 of 45
Table: Frame Loads - Distributed, Part 1 of 3
Frame LoadPat CoordSys Type Dir DistType RelDistA
54 CM GLOBAL Force Gravity RelDist 0
54 W GLOBAL Force X RelDist 0
55 CM GLOBAL Force Gravity RelDist 0
55 W GLOBAL Force X RelDist 0
56 CM GLOBAL Force Gravity RelDist 0
56 W GLOBAL Force X RelDist 0
57 CM GLOBAL Force Gravity RelDist 0
57 W GLOBAL Force X RelDist 0
58 CM GLOBAL Force Gravity RelDist 0
58 W GLOBAL Force X RelDist 0
59 CM GLOBAL Force Gravity RelDist 0
59 W GLOBAL Force X RelDist 0
60 CM GLOBAL Force Gravity RelDist 0
60 W GLOBAL Force X RelDist 0
354 CV GLOBAL Force Gravity RelDist 0
354 CM GLOBAL Force Gravity RelDist 0
379 CV GLOBAL Force Gravity RelDist 0
379 CM GLOBAL Force Gravity RelDist 0
380 CV GLOBAL Force Gravity RelDist 0
380 CM GLOBAL Force Gravity RelDist 0
381 CV GLOBAL Force Gravity RelDist 0
381 CM GLOBAL Force Gravity RelDist 0
382 CV GLOBAL Force Gravity RelDist 0
382 CM GLOBAL Force Gravity RelDist 0
383 CV GLOBAL Force Gravity RelDist 0
383 CM GLOBAL Force Gravity RelDist 0
384 CV GLOBAL Force Gravity RelDist 0
384 CM GLOBAL Force Gravity RelDist 0
385 CV GLOBAL Force Gravity RelDist 0
385 CM GLOBAL Force Gravity RelDist 0
386 CV GLOBAL Force Gravity RelDist 0
386 CM GLOBAL Force Gravity RelDist 0
387 CV GLOBAL Force Gravity RelDist 0
387 CM GLOBAL Force Gravity RelDist 0
388 CM GLOBAL Force Gravity RelDist 0
388 W GLOBAL Force X RelDist 0
389 CM GLOBAL Force Gravity RelDist 0
389 W GLOBAL Force X RelDist 0
390 CM GLOBAL Force Gravity RelDist 0
390 W GLOBAL Force X RelDist 0
391 CM GLOBAL Force Gravity RelDist 0
391 W GLOBAL Force X RelDist 0
392 CM GLOBAL Force Gravity RelDist 0
392 W GLOBAL Force X RelDist 0
393 CM GLOBAL Force Gravity RelDist 0
393 W GLOBAL Force X RelDist 0
394 CM GLOBAL Force Gravity RelDist 0
394 W GLOBAL Force X RelDist 0
395 CM GLOBAL Force Gravity RelDist 0
395 W GLOBAL Force X RelDist 0
396 CM GLOBAL Force Gravity RelDist 0
396 W GLOBAL Force X RelDist 0
397 CM GLOBAL Force Gravity RelDist 0
397 W GLOBAL Force X RelDist 0
398 CM GLOBAL Force Gravity RelDist 0
398 W GLOBAL Force X RelDist 0
399 CM GLOBAL Force Gravity RelDist 0
399 W GLOBAL Force X RelDist 0
400 CM GLOBAL Force Gravity RelDist 0
400 W GLOBAL Force X RelDist 0
401 CM GLOBAL Force Gravity RelDist 0
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 8 of 45
Table: Frame Loads - Distributed, Part 1 of 3
Frame LoadPat CoordSys Type Dir DistType RelDistA
401 W GLOBAL Force X RelDist 0
402 CM GLOBAL Force Gravity RelDist 0
402 W GLOBAL Force X RelDist 0
403 CM GLOBAL Force Gravity RelDist 0
403 W GLOBAL Force X RelDist 0
404 CM GLOBAL Force Gravity RelDist 0
404 W GLOBAL Force X RelDist 0
405 CM GLOBAL Force Gravity RelDist 0
405 W GLOBAL Force X RelDist 0
406 CM GLOBAL Force Gravity RelDist 0
406 W GLOBAL Force X RelDist 0
407 CM GLOBAL Force Gravity RelDist 0
407 W GLOBAL Force X RelDist 0
408 CV GLOBAL Force Gravity RelDist 0
408 CM GLOBAL Force Gravity RelDist 0
433 CV GLOBAL Force Gravity RelDist 0
433 CM GLOBAL Force Gravity RelDist 0
434 CV GLOBAL Force Gravity RelDist 0
434 CM GLOBAL Force Gravity RelDist 0
435 CV GLOBAL Force Gravity RelDist 0
435 CM GLOBAL Force Gravity RelDist 0
436 CV GLOBAL Force Gravity RelDist 0
436 CM GLOBAL Force Gravity RelDist 0
437 CV GLOBAL Force Gravity RelDist 0
437 CM GLOBAL Force Gravity RelDist 0
438 CV GLOBAL Force Gravity RelDist 0
438 CM GLOBAL Force Gravity RelDist 0
439 CV GLOBAL Force Gravity RelDist 0
439 CM GLOBAL Force Gravity RelDist 0
440 CV GLOBAL Force Gravity RelDist 0
440 CM GLOBAL Force Gravity RelDist 0
441 CV GLOBAL Force Gravity RelDist 0
441 CM GLOBAL Force Gravity RelDist 0
442 CM GLOBAL Force Gravity RelDist 0
442 W GLOBAL Force X RelDist 0
443 CM GLOBAL Force Gravity RelDist 0
443 W GLOBAL Force X RelDist 0
444 CM GLOBAL Force Gravity RelDist 0
444 W GLOBAL Force X RelDist 0
445 CM GLOBAL Force Gravity RelDist 0
445 W GLOBAL Force X RelDist 0
446 CM GLOBAL Force Gravity RelDist 0
446 W GLOBAL Force X RelDist 0
447 CM GLOBAL Force Gravity RelDist 0
447 W GLOBAL Force X RelDist 0
448 CM GLOBAL Force Gravity RelDist 0
448 W GLOBAL Force X RelDist 0
449 CM GLOBAL Force Gravity RelDist 0
449 W GLOBAL Force X RelDist 0
450 CM GLOBAL Force Gravity RelDist 0
450 W GLOBAL Force X RelDist 0
451 CM GLOBAL Force Gravity RelDist 0
451 W GLOBAL Force X RelDist 0
452 CM GLOBAL Force Gravity RelDist 0
452 W GLOBAL Force X RelDist 0
453 CM GLOBAL Force Gravity RelDist 0
453 W GLOBAL Force X RelDist 0
454 CM GLOBAL Force Gravity RelDist 0
454 W GLOBAL Force X RelDist 0
455 CM GLOBAL Force Gravity RelDist 0
455 W GLOBAL Force X RelDist 0
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 9 of 45
Table: Frame Loads - Distributed, Part 1 of 3
Frame LoadPat CoordSys Type Dir DistType RelDistA
456 CM GLOBAL Force Gravity RelDist 0
456 W GLOBAL Force X RelDist 0
457 CM GLOBAL Force Gravity RelDist 0
457 W GLOBAL Force X RelDist 0
458 CM GLOBAL Force Gravity RelDist 0
458 W GLOBAL Force X RelDist 0
459 CM GLOBAL Force Gravity RelDist 0
459 W GLOBAL Force X RelDist 0
460 CM GLOBAL Force Gravity RelDist 0
460 W GLOBAL Force X RelDist 0
461 CM GLOBAL Force Gravity RelDist 0
461 W GLOBAL Force X RelDist 0
462 CV GLOBAL Force Gravity RelDist 0
462 CM GLOBAL Force Gravity RelDist 0
487 CV GLOBAL Force Gravity RelDist 0
487 CM GLOBAL Force Gravity RelDist 0
488 CV GLOBAL Force Gravity RelDist 0
488 CM GLOBAL Force Gravity RelDist 0
489 CV GLOBAL Force Gravity RelDist 0
489 CM GLOBAL Force Gravity RelDist 0
490 CV GLOBAL Force Gravity RelDist 0
490 CM GLOBAL Force Gravity RelDist 0
491 CV GLOBAL Force Gravity RelDist 0
491 CM GLOBAL Force Gravity RelDist 0
492 CV GLOBAL Force Gravity RelDist 0
492 CM GLOBAL Force Gravity RelDist 0
493 CV GLOBAL Force Gravity RelDist 0
493 CM GLOBAL Force Gravity RelDist 0
494 CV GLOBAL Force Gravity RelDist 0
494 CM GLOBAL Force Gravity RelDist 0
495 CV GLOBAL Force Gravity RelDist 0
495 CM GLOBAL Force Gravity RelDist 0
496 CM GLOBAL Force Gravity RelDist 0
496 W GLOBAL Force X RelDist 0
497 CM GLOBAL Force Gravity RelDist 0
497 W GLOBAL Force X RelDist 0
498 CM GLOBAL Force Gravity RelDist 0
498 W GLOBAL Force X RelDist 0
499 CM GLOBAL Force Gravity RelDist 0
499 W GLOBAL Force X RelDist 0
500 CM GLOBAL Force Gravity RelDist 0
500 W GLOBAL Force X RelDist 0
501 CM GLOBAL Force Gravity RelDist 0
501 W GLOBAL Force X RelDist 0
502 CM GLOBAL Force Gravity RelDist 0
502 W GLOBAL Force X RelDist 0
503 CM GLOBAL Force Gravity RelDist 0
503 W GLOBAL Force X RelDist 0
504 CM GLOBAL Force Gravity RelDist 0
504 W GLOBAL Force X RelDist 0
505 CM GLOBAL Force Gravity RelDist 0
505 W GLOBAL Force X RelDist 0
506 CM GLOBAL Force Gravity RelDist 0
506 W GLOBAL Force X RelDist 0
507 CM GLOBAL Force Gravity RelDist 0
507 W GLOBAL Force X RelDist 0
508 CM GLOBAL Force Gravity RelDist 0
508 W GLOBAL Force X RelDist 0
509 CM GLOBAL Force Gravity RelDist 0
509 W GLOBAL Force X RelDist 0
510 CM GLOBAL Force Gravity RelDist 0
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 10 of 45
Table: Frame Loads - Distributed, Part 1 of 3
Frame LoadPat CoordSys Type Dir DistType RelDistA
510 W GLOBAL Force X RelDist 0
511 CM GLOBAL Force Gravity RelDist 0
511 W GLOBAL Force X RelDist 0
512 CM GLOBAL Force Gravity RelDist 0
512 W GLOBAL Force X RelDist 0
513 CM GLOBAL Force Gravity RelDist 0
513 W GLOBAL Force X RelDist 0
514 CM GLOBAL Force Gravity RelDist 0
514 W GLOBAL Force X RelDist 0
515 CM GLOBAL Force Gravity RelDist 0
515 W GLOBAL Force X RelDist 0
516 CV GLOBAL Force Gravity RelDist 0
516 CM GLOBAL Force Gravity RelDist 0
541 CV GLOBAL Force Gravity RelDist 0
541 CM GLOBAL Force Gravity RelDist 0
542 CV GLOBAL Force Gravity RelDist 0
542 CM GLOBAL Force Gravity RelDist 0
543 CV GLOBAL Force Gravity RelDist 0
543 CM GLOBAL Force Gravity RelDist 0
544 CV GLOBAL Force Gravity RelDist 0
544 CM GLOBAL Force Gravity RelDist 0
545 CV GLOBAL Force Gravity RelDist 0
545 CM GLOBAL Force Gravity RelDist 0
546 CV GLOBAL Force Gravity RelDist 0
546 CM GLOBAL Force Gravity RelDist 0
547 CV GLOBAL Force Gravity RelDist 0
547 CM GLOBAL Force Gravity RelDist 0
548 CV GLOBAL Force Gravity RelDist 0
548 CM GLOBAL Force Gravity RelDist 0
549 CV GLOBAL Force Gravity RelDist 0
549 CM GLOBAL Force Gravity RelDist 0
550 CM GLOBAL Force Gravity RelDist 0
550 W GLOBAL Force X RelDist 0
551 CM GLOBAL Force Gravity RelDist 0
551 W GLOBAL Force X RelDist 0
552 CM GLOBAL Force Gravity RelDist 0
552 W GLOBAL Force X RelDist 0
553 CM GLOBAL Force Gravity RelDist 0
553 W GLOBAL Force X RelDist 0
554 CM GLOBAL Force Gravity RelDist 0
554 W GLOBAL Force X RelDist 0
555 CM GLOBAL Force Gravity RelDist 0
555 W GLOBAL Force X RelDist 0
556 CM GLOBAL Force Gravity RelDist 0
556 W GLOBAL Force X RelDist 0
557 CM GLOBAL Force Gravity RelDist 0
557 W GLOBAL Force X RelDist 0
558 CM GLOBAL Force Gravity RelDist 0
558 W GLOBAL Force X RelDist 0
559 CM GLOBAL Force Gravity RelDist 0
559 W GLOBAL Force X RelDist 0
560 CM GLOBAL Force Gravity RelDist 0
560 W GLOBAL Force X RelDist 0
561 CM GLOBAL Force Gravity RelDist 0
561 W GLOBAL Force X RelDist 0
562 CM GLOBAL Force Gravity RelDist 0
562 W GLOBAL Force X RelDist 0
563 CM GLOBAL Force Gravity RelDist 0
563 W GLOBAL Force X RelDist 0
564 CM GLOBAL Force Gravity RelDist 0
564 W GLOBAL Force X RelDist 0
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 11 of 45
Table: Frame Loads - Distributed, Part 1 of 3
Frame LoadPat CoordSys Type Dir DistType RelDistA
565 CM GLOBAL Force Gravity RelDist 0
565 W GLOBAL Force X RelDist 0
566 CM GLOBAL Force Gravity RelDist 0
566 W GLOBAL Force X RelDist 0
567 CM GLOBAL Force Gravity RelDist 0
567 W GLOBAL Force X RelDist 0
568 CM GLOBAL Force Gravity RelDist 0
568 W GLOBAL Force X RelDist 0
569 CM GLOBAL Force Gravity RelDist 0
569 W GLOBAL Force X RelDist 0
276 CV GLOBAL Force Gravity RelDist 0
276 CM GLOBAL Force Gravity RelDist 0
279 CV GLOBAL Force Gravity RelDist 0
279 CM GLOBAL Force Gravity RelDist 0
280 CV GLOBAL Force Gravity RelDist 0
280 CM GLOBAL Force Gravity RelDist 0
281 CV GLOBAL Force Gravity RelDist 0
281 CM GLOBAL Force Gravity RelDist 0
282 CV GLOBAL Force Gravity RelDist 0
282 CM GLOBAL Force Gravity RelDist 0
283 CV GLOBAL Force Gravity RelDist 0
283 CM GLOBAL Force Gravity RelDist 0
284 CV GLOBAL Force Gravity RelDist 0
284 CM GLOBAL Force Gravity RelDist 0
285 CV GLOBAL Force Gravity RelDist 0
285 CM GLOBAL Force Gravity RelDist 0
286 CV GLOBAL Force Gravity RelDist 0
286 CM GLOBAL Force Gravity RelDist 0
287 CV GLOBAL Force Gravity RelDist 0
287 CM GLOBAL Force Gravity RelDist 0
288 CM GLOBAL Force Gravity RelDist 0
288 W GLOBAL Force X RelDist 0
289 CM GLOBAL Force Gravity RelDist 0
289 W GLOBAL Force X RelDist 0
290 CM GLOBAL Force Gravity RelDist 0
290 W GLOBAL Force X RelDist 0
291 CM GLOBAL Force Gravity RelDist 0
291 W GLOBAL Force X RelDist 0
292 CM GLOBAL Force Gravity RelDist 0
292 W GLOBAL Force X RelDist 0
293 CM GLOBAL Force Gravity RelDist 0
293 W GLOBAL Force X RelDist 0
294 CM GLOBAL Force Gravity RelDist 0
294 W GLOBAL Force X RelDist 0
295 CM GLOBAL Force Gravity RelDist 0
295 W GLOBAL Force X RelDist 0
296 CM GLOBAL Force Gravity RelDist 0
296 W GLOBAL Force X RelDist 0
297 CM GLOBAL Force Gravity RelDist 0
297 W GLOBAL Force X RelDist 0
298 CM GLOBAL Force Gravity RelDist 0
298 W GLOBAL Force X RelDist 0
299 CM GLOBAL Force Gravity RelDist 0
299 W GLOBAL Force X RelDist 0
300 CM GLOBAL Force Gravity RelDist 0
300 W GLOBAL Force X RelDist 0
301 CM GLOBAL Force Gravity RelDist 0
301 W GLOBAL Force X RelDist 0
302 CM GLOBAL Force Gravity RelDist 0
302 W GLOBAL Force X RelDist 0
303 CM GLOBAL Force Gravity RelDist 0
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 12 of 45
Table: Frame Loads - Distributed, Part 1 of 3
Frame LoadPat CoordSys Type Dir DistType RelDistA
303 W GLOBAL Force X RelDist 0
304 CM GLOBAL Force Gravity RelDist 0
304 W GLOBAL Force X RelDist 0
305 CM GLOBAL Force Gravity RelDist 0
305 W GLOBAL Force X RelDist 0
306 CM GLOBAL Force Gravity RelDist 0
306 W GLOBAL Force X RelDist 0
307 CM GLOBAL Force Gravity RelDist 0
307 W GLOBAL Force X RelDist 0
352 CM GLOBAL Force Gravity RelDist 0
352 W GLOBAL Force X RelDist 0
363 CM GLOBAL Force Gravity RelDist 0
363 W GLOBAL Force X RelDist 0
810 CV GLOBAL Force Gravity RelDist 0
810 CM GLOBAL Force Gravity RelDist 0
811 CV GLOBAL Force Gravity RelDist 0
811 CM GLOBAL Force Gravity RelDist 0
16 CV GLOBAL Force Gravity RelDist 0
16 CM GLOBAL Force Gravity RelDist 0
17 CV GLOBAL Force Gravity RelDist 0
17 CM GLOBAL Force Gravity RelDist 0
18 CV GLOBAL Force Gravity RelDist 0
18 CM GLOBAL Force Gravity RelDist 0
Table: Frame Loads - Distributed, Part 2 of 3
Table: Frame Loads - Distributed, Part 2 of 3
Frame LoadPat RelDistB AbsDistA AbsDistB FOverLA FOverLB
m m Tonf/m Tonf/m
1 CV 1 0 3 0.25 0.25
1 CM 1 0 3 0.04 0.04
123 CV 1 0 3 0.25 0.25
123 CM 1 0 3 0.04 0.04
4 CV 1 0 3 0.25 0.25
4 CM 1 0 3 0.04 0.04
6 CV 1 0 3 0.25 0.25
6 CM 1 0 3 0.04 0.04
7 CV 1 0 3 0.25 0.25
7 CM 1 0 3 0.04 0.04
8 CV 1 0 3 0.25 0.25
8 CM 1 0 3 0.04 0.04
9 CV 1 0 3 0.25 0.25
9 CM 1 0 3 0.04 0.04
10 CV 1 0 3 0.25 0.25
10 CM 1 0 3 0.04 0.04
11 CV 1 0 3 0.25 0.25
11 CM 1 0 3 0.04 0.04
20 CV 1 0 3 0.25 0.25
20 CM 1 0 3 0.04 0.04
22 CV 1 0 3 0.25 0.25
22 CM 1 0 3 0.04 0.04
37 CM 1 0 1.3 0.065 0.065
37 W 1 0 1.3 0.15 0.15
38 CM 1 0 0.5 0.065 0.065
38 W 1 0 0.5 0.15 0.15
39 CM 1 0 0.5 0.065 0.065
39 W 1 0 0.5 0.15 0.15
40 CM 1 0 0.5 0.065 0.065
40 W 1 0 0.5 0.15 0.15
41 CM 1 0 0.5 0.065 0.065
41 W 1 0 0.5 0.15 0.15
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 13 of 45
Table: Frame Loads - Distributed, Part 2 of 3
Frame LoadPat RelDistB AbsDistA AbsDistB FOverLA FOverLB
m m Tonf/m Tonf/m
42 CM 1 0 0.5 0.065 0.065
42 W 1 0 0.5 0.15 0.15
43 CM 1 0 0.5 0.065 0.065
43 W 1 0 0.5 0.15 0.15
44 CM 1 0 0.5 0.065 0.065
44 W 1 0 0.5 0.15 0.15
45 CM 1 0 0.5 0.065 0.065
45 W 1 0 0.5 0.15 0.15
46 CM 1 0 0.5 0.065 0.065
46 W 1 0 0.5 0.15 0.15
51 CM 1 0 1.3 0.065 0.065
51 W 1 0 1.3 0.1 0.1
52 CM 1 0 0.5 0.065 0.065
52 W 1 0 0.5 0.1 0.1
53 CM 1 0 0.5 0.065 0.065
53 W 1 0 0.5 0.1 0.1
54 CM 1 0 0.5 0.065 0.065
54 W 1 0 0.5 0.1 0.1
55 CM 1 0 0.5 0.065 0.065
55 W 1 0 0.5 0.1 0.1
56 CM 1 0 0.5 0.065 0.065
56 W 1 0 0.5 0.1 0.1
57 CM 1 0 0.5 0.065 0.065
57 W 1 0 0.5 0.1 0.1
58 CM 1 0 0.5 0.065 0.065
58 W 1 0 0.5 0.1 0.1
59 CM 1 0 0.5 0.065 0.065
59 W 1 0 0.5 0.1 0.1
60 CM 1 0 0.5 0.065 0.065
60 W 1 0 0.5 0.1 0.1
354 CV 1 0 3 0.25 0.25
354 CM 1 0 3 0.04 0.04
379 CV 1 0 3 0.25 0.25
379 CM 1 0 3 0.04 0.04
380 CV 1 0 3 0.25 0.25
380 CM 1 0 3 0.04 0.04
381 CV 1 0 3 0.25 0.25
381 CM 1 0 3 0.04 0.04
382 CV 1 0 3 0.25 0.25
382 CM 1 0 3 0.04 0.04
383 CV 1 0 3 0.25 0.25
383 CM 1 0 3 0.04 0.04
384 CV 1 0 3 0.25 0.25
384 CM 1 0 3 0.04 0.04
385 CV 1 0 3 0.25 0.25
385 CM 1 0 3 0.04 0.04
386 CV 1 0 3 0.25 0.25
386 CM 1 0 3 0.04 0.04
387 CV 1 0 3 0.25 0.25
387 CM 1 0 3 0.04 0.04
388 CM 1 0 0.3 0.065 0.065
388 W 1 0 0.3 0.15 0.15
389 CM 1 0 0.5 0.065 0.065
389 W 1 0 0.5 0.15 0.15
390 CM 1 0 0.5 0.065 0.065
390 W 1 0 0.5 0.15 0.15
391 CM 1 0 0.5 0.065 0.065
391 W 1 0 0.5 0.15 0.15
392 CM 1 0 0.5 0.065 0.065
392 W 1 0 0.5 0.15 0.15
393 CM 1 0 0.5 0.065 0.065
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 14 of 45
Table: Frame Loads - Distributed, Part 2 of 3
Frame LoadPat RelDistB AbsDistA AbsDistB FOverLA FOverLB
m m Tonf/m Tonf/m
393 W 1 0 0.5 0.15 0.15
394 CM 1 0 0.5 0.065 0.065
394 W 1 0 0.5 0.15 0.15
395 CM 1 0 0.5 0.065 0.065
395 W 1 0 0.5 0.15 0.15
396 CM 1 0 0.5 0.065 0.065
396 W 1 0 0.5 0.15 0.15
397 CM 1 0 0.5 0.065 0.065
397 W 1 0 0.5 0.15 0.15
398 CM 1 0 0.3 0.065 0.065
398 W 1 0 0.3 0.1 0.1
399 CM 1 0 0.5 0.065 0.065
399 W 1 0 0.5 0.1 0.1
400 CM 1 0 0.5 0.065 0.065
400 W 1 0 0.5 0.1 0.1
401 CM 1 0 0.5 0.065 0.065
401 W 1 0 0.5 0.1 0.1
402 CM 1 0 0.5 0.065 0.065
402 W 1 0 0.5 0.1 0.1
403 CM 1 0 0.5 0.065 0.065
403 W 1 0 0.5 0.1 0.1
404 CM 1 0 0.5 0.065 0.065
404 W 1 0 0.5 0.1 0.1
405 CM 1 0 0.5 0.065 0.065
405 W 1 0 0.5 0.1 0.1
406 CM 1 0 0.5 0.065 0.065
406 W 1 0 0.5 0.1 0.1
407 CM 1 0 0.5 0.065 0.065
407 W 1 0 0.5 0.1 0.1
408 CV 1 0 3 0.25 0.25
408 CM 1 0 3 0.04 0.04
433 CV 1 0 3 0.25 0.25
433 CM 1 0 3 0.04 0.04
434 CV 1 0 3 0.25 0.25
434 CM 1 0 3 0.04 0.04
435 CV 1 0 3 0.25 0.25
435 CM 1 0 3 0.04 0.04
436 CV 1 0 3 0.25 0.25
436 CM 1 0 3 0.04 0.04
437 CV 1 0 3 0.25 0.25
437 CM 1 0 3 0.04 0.04
438 CV 1 0 3 0.25 0.25
438 CM 1 0 3 0.04 0.04
439 CV 1 0 3 0.25 0.25
439 CM 1 0 3 0.04 0.04
440 CV 1 0 3 0.25 0.25
440 CM 1 0 3 0.04 0.04
441 CV 1 0 3 0.25 0.25
441 CM 1 0 3 0.04 0.04
442 CM 1 0 0.3 0.065 0.065
442 W 1 0 0.3 0.15 0.15
443 CM 1 0 0.5 0.065 0.065
443 W 1 0 0.5 0.15 0.15
444 CM 1 0 0.5 0.065 0.065
444 W 1 0 0.5 0.15 0.15
445 CM 1 0 0.5 0.065 0.065
445 W 1 0 0.5 0.15 0.15
446 CM 1 0 0.5 0.065 0.065
446 W 1 0 0.5 0.15 0.15
447 CM 1 0 0.5 0.065 0.065
447 W 1 0 0.5 0.15 0.15
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 15 of 45
Table: Frame Loads - Distributed, Part 2 of 3
Frame LoadPat RelDistB AbsDistA AbsDistB FOverLA FOverLB
m m Tonf/m Tonf/m
448 CM 1 0 0.5 0.065 0.065
448 W 1 0 0.5 0.15 0.15
449 CM 1 0 0.5 0.065 0.065
449 W 1 0 0.5 0.15 0.15
450 CM 1 0 0.5 0.065 0.065
450 W 1 0 0.5 0.15 0.15
451 CM 1 0 0.5 0.065 0.065
451 W 1 0 0.5 0.15 0.15
452 CM 1 0 0.3 0.065 0.065
452 W 1 0 0.3 0.1 0.1
453 CM 1 0 0.5 0.065 0.065
453 W 1 0 0.5 0.1 0.1
454 CM 1 0 0.5 0.065 0.065
454 W 1 0 0.5 0.1 0.1
455 CM 1 0 0.5 0.065 0.065
455 W 1 0 0.5 0.1 0.1
456 CM 1 0 0.5 0.065 0.065
456 W 1 0 0.5 0.1 0.1
457 CM 1 0 0.5 0.065 0.065
457 W 1 0 0.5 0.1 0.1
458 CM 1 0 0.5 0.065 0.065
458 W 1 0 0.5 0.1 0.1
459 CM 1 0 0.5 0.065 0.065
459 W 1 0 0.5 0.1 0.1
460 CM 1 0 0.5 0.065 0.065
460 W 1 0 0.5 0.1 0.1
461 CM 1 0 0.5 0.065 0.065
461 W 1 0 0.5 0.1 0.1
462 CV 1 0 3 0.25 0.25
462 CM 1 0 3 0.04 0.04
487 CV 1 0 3 0.25 0.25
487 CM 1 0 3 0.04 0.04
488 CV 1 0 3 0.25 0.25
488 CM 1 0 3 0.04 0.04
489 CV 1 0 3 0.25 0.25
489 CM 1 0 3 0.04 0.04
490 CV 1 0 3 0.25 0.25
490 CM 1 0 3 0.04 0.04
491 CV 1 0 3 0.25 0.25
491 CM 1 0 3 0.04 0.04
492 CV 1 0 3 0.25 0.25
492 CM 1 0 3 0.04 0.04
493 CV 1 0 3 0.25 0.25
493 CM 1 0 3 0.04 0.04
494 CV 1 0 3 0.25 0.25
494 CM 1 0 3 0.04 0.04
495 CV 1 0 3 0.25 0.25
495 CM 1 0 3 0.04 0.04
496 CM 1 0 0.3 0.065 0.065
496 W 1 0 0.3 0.15 0.15
497 CM 1 0 0.5 0.065 0.065
497 W 1 0 0.5 0.15 0.15
498 CM 1 0 0.5 0.065 0.065
498 W 1 0 0.5 0.15 0.15
499 CM 1 0 0.5 0.065 0.065
499 W 1 0 0.5 0.15 0.15
500 CM 1 0 0.5 0.065 0.065
500 W 1 0 0.5 0.15 0.15
501 CM 1 0 0.5 0.065 0.065
501 W 1 0 0.5 0.15 0.15
502 CM 1 0 0.5 0.065 0.065
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 16 of 45
Table: Frame Loads - Distributed, Part 2 of 3
Frame LoadPat RelDistB AbsDistA AbsDistB FOverLA FOverLB
m m Tonf/m Tonf/m
502 W 1 0 0.5 0.15 0.15
503 CM 1 0 0.5 0.065 0.065
503 W 1 0 0.5 0.15 0.15
504 CM 1 0 0.5 0.065 0.065
504 W 1 0 0.5 0.15 0.15
505 CM 1 0 0.5 0.065 0.065
505 W 1 0 0.5 0.15 0.15
506 CM 1 0 0.3 0.065 0.065
506 W 1 0 0.3 0.1 0.1
507 CM 1 0 0.5 0.065 0.065
507 W 1 0 0.5 0.1 0.1
508 CM 1 0 0.5 0.065 0.065
508 W 1 0 0.5 0.1 0.1
509 CM 1 0 0.5 0.065 0.065
509 W 1 0 0.5 0.1 0.1
510 CM 1 0 0.5 0.065 0.065
510 W 1 0 0.5 0.1 0.1
511 CM 1 0 0.5 0.065 0.065
511 W 1 0 0.5 0.1 0.1
512 CM 1 0 0.5 0.065 0.065
512 W 1 0 0.5 0.1 0.1
513 CM 1 0 0.5 0.065 0.065
513 W 1 0 0.5 0.1 0.1
514 CM 1 0 0.5 0.065 0.065
514 W 1 0 0.5 0.1 0.1
515 CM 1 0 0.5 0.065 0.065
515 W 1 0 0.5 0.1 0.1
516 CV 1 0 3 0.25 0.25
516 CM 1 0 3 0.04 0.04
541 CV 1 0 3 0.25 0.25
541 CM 1 0 3 0.04 0.04
542 CV 1 0 3 0.25 0.25
542 CM 1 0 3 0.04 0.04
543 CV 1 0 3 0.25 0.25
543 CM 1 0 3 0.04 0.04
544 CV 1 0 3 0.25 0.25
544 CM 1 0 3 0.04 0.04
545 CV 1 0 3 0.25 0.25
545 CM 1 0 3 0.04 0.04
546 CV 1 0 3 0.25 0.25
546 CM 1 0 3 0.04 0.04
547 CV 1 0 3 0.25 0.25
547 CM 1 0 3 0.04 0.04
548 CV 1 0 3 0.25 0.25
548 CM 1 0 3 0.04 0.04
549 CV 1 0 3 0.25 0.25
549 CM 1 0 3 0.04 0.04
550 CM 1 0 0.3 0.065 0.065
550 W 1 0 0.3 0.15 0.15
551 CM 1 0 0.5 0.065 0.065
551 W 1 0 0.5 0.15 0.15
552 CM 1 0 0.5 0.065 0.065
552 W 1 0 0.5 0.15 0.15
553 CM 1 0 0.5 0.065 0.065
553 W 1 0 0.5 0.15 0.15
554 CM 1 0 0.5 0.065 0.065
554 W 1 0 0.5 0.15 0.15
555 CM 1 0 0.5 0.065 0.065
555 W 1 0 0.5 0.15 0.15
556 CM 1 0 0.5 0.065 0.065
556 W 1 0 0.5 0.15 0.15
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 17 of 45
Table: Frame Loads - Distributed, Part 2 of 3
Frame LoadPat RelDistB AbsDistA AbsDistB FOverLA FOverLB
m m Tonf/m Tonf/m
557 CM 1 0 0.5 0.065 0.065
557 W 1 0 0.5 0.15 0.15
558 CM 1 0 0.5 0.065 0.065
558 W 1 0 0.5 0.15 0.15
559 CM 1 0 0.5 0.065 0.065
559 W 1 0 0.5 0.15 0.15
560 CM 1 0 0.3 0.065 0.065
560 W 1 0 0.3 0.1 0.1
561 CM 1 0 0.5 0.065 0.065
561 W 1 0 0.5 0.1 0.1
562 CM 1 0 0.5 0.065 0.065
562 W 1 0 0.5 0.1 0.1
563 CM 1 0 0.5 0.065 0.065
563 W 1 0 0.5 0.1 0.1
564 CM 1 0 0.5 0.065 0.065
564 W 1 0 0.5 0.1 0.1
565 CM 1 0 0.5 0.065 0.065
565 W 1 0 0.5 0.1 0.1
566 CM 1 0 0.5 0.065 0.065
566 W 1 0 0.5 0.1 0.1
567 CM 1 0 0.5 0.065 0.065
567 W 1 0 0.5 0.1 0.1
568 CM 1 0 0.5 0.065 0.065
568 W 1 0 0.5 0.1 0.1
569 CM 1 0 0.5 0.065 0.065
569 W 1 0 0.5 0.1 0.1
276 CV 1 0 3 0.25 0.25
276 CM 1 0 3 0.04 0.04
279 CV 1 0 3 0.25 0.25
279 CM 1 0 3 0.04 0.04
280 CV 1 0 3 0.25 0.25
280 CM 1 0 3 0.04 0.04
281 CV 1 0 3 0.25 0.25
281 CM 1 0 3 0.04 0.04
282 CV 1 0 3 0.25 0.25
282 CM 1 0 3 0.04 0.04
283 CV 1 0 3 0.25 0.25
283 CM 1 0 3 0.04 0.04
284 CV 1 0 3 0.25 0.25
284 CM 1 0 3 0.04 0.04
285 CV 1 0 3 0.25 0.25
285 CM 1 0 3 0.04 0.04
286 CV 1 0 3 0.25 0.25
286 CM 1 0 3 0.04 0.04
287 CV 1 0 3 0.25 0.25
287 CM 1 0 3 0.04 0.04
288 CM 1 0 0.3 0.065 0.065
288 W 1 0 0.3 0.15 0.15
289 CM 1 0 0.5 0.065 0.065
289 W 1 0 0.5 0.15 0.15
290 CM 1 0 0.5 0.065 0.065
290 W 1 0 0.5 0.15 0.15
291 CM 1 0 0.5 0.065 0.065
291 W 1 0 0.5 0.15 0.15
292 CM 1 0 0.5 0.065 0.065
292 W 1 0 0.5 0.15 0.15
293 CM 1 0 0.5 0.065 0.065
293 W 1 0 0.5 0.15 0.15
294 CM 1 0 0.5 0.065 0.065
294 W 1 0 0.5 0.15 0.15
295 CM 1 0 0.5 0.065 0.065
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 18 of 45
Table: Frame Loads - Distributed, Part 2 of 3
Frame LoadPat RelDistB AbsDistA AbsDistB FOverLA FOverLB
m m Tonf/m Tonf/m
295 W 1 0 0.5 0.15 0.15
296 CM 1 0 0.5 0.065 0.065
296 W 1 0 0.5 0.15 0.15
297 CM 1 0 0.5 0.065 0.065
297 W 1 0 0.5 0.15 0.15
298 CM 1 0 0.3 0.065 0.065
298 W 1 0 0.3 0.1 0.1
299 CM 1 0 0.5 0.065 0.065
299 W 1 0 0.5 0.1 0.1
300 CM 1 0 0.5 0.065 0.065
300 W 1 0 0.5 0.1 0.1
301 CM 1 0 0.5 0.065 0.065
301 W 1 0 0.5 0.1 0.1
302 CM 1 0 0.5 0.065 0.065
302 W 1 0 0.5 0.1 0.1
303 CM 1 0 0.5 0.065 0.065
303 W 1 0 0.5 0.1 0.1
304 CM 1 0 0.5 0.065 0.065
304 W 1 0 0.5 0.1 0.1
305 CM 1 0 0.5 0.065 0.065
305 W 1 0 0.5 0.1 0.1
306 CM 1 0 0.5 0.065 0.065
306 W 1 0 0.5 0.1 0.1
307 CM 1 0 0.5 0.065 0.065
307 W 1 0 0.5 0.1 0.1
352 CM 1 0 0.3 0.065 0.065
352 W 1 0 0.3 0.15 0.15
363 CM 1 0 0.3 0.065 0.065
363 W 1 0 0.3 0.1 0.1
810 CV 1 0 3 0.25 0.25
810 CM 1 0 3 0.04 0.04
811 CV 1 0 3 0.25 0.25
811 CM 1 0 3 0.04 0.04
16 CV 1 0 0.6 0.25 0.25
16 CM 1 0 0.6 0.04 0.04
17 CV 1 0 0.6 0.25 0.25
17 CM 1 0 0.6 0.04 0.04
18 CV 1 0 1.8 0.25 0.25
18 CM 1 0 1.8 0.04 0.04
Table: Frame Loads - Distributed, Part 3 of 3
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
1 CV 67f72985-e72e-469e-9b28-171e0d8f8f15
1 CM 40c18c7a-d490-4574-9fa5-5
3f0691adb8a
123 CV b19b3d88-9d22-4b11-9ea0-47142c060159
123 CM 10d6a32d-a2b2-4016-b011-4fe3768e9538
4 CV 83db2c65-e624-479c-8ad3-40e005352f4e
4 CM f158d44c-4952-4525-92ea-857947da5f65
6 CV 2a339470-48e8-4f20-8a0f-b67f9deb37c2
6 CM 3eb2d096-16a8-4cbf-a84b-c480a156a43d
7 CV 50ad01d3-22a6-4fe2-88c0-f8756f1879e4
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 19 of 45
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
7 CM 33fd751a-a8c6-464a-87e7-e708cc0b7b4c
8 CV 3154cd6f-b6ce-423b-91ac-12bd1836626f
8 CM 4d99eca7-a923-4669-9898-77653a26c3e1
9 CV 2fd96fa0-b5d5-4190-a334-0732fba241d9
9 CM 0a1c6f2a-ac34-4e83-8bf5-05efea889d25
10 CV e5078812-13e3-48b7-a667-c3bc846db0e1
10 CM 2eb2d970-1a20-424f-8ce6-143182b62f1d
11 CV 8173321f-0c3f-4d63-9e10-2f95f0762ad1
11 CM fb095cec-4279-49b3-a0c9-9116c8a63fea
20 CV 3e05fb9a-5e79-4b89-8492-74ff95cfd1d0
20 CM 7f7ce7e0-7c82-4e48-9ff2-8731131725c0
22 CV b81a1637-6acc-4120-948a-cc23d62f0e5b
22 CM 292edae9-b8d8-4b67-8c04-cfe8e2cd3e67
37 CM 1354083c-97a7-417b-80bf-64ef13281a5d
37 W ce4a4cbe-1a31-44f0-9b89-9858daeff9e4
38 CM f035643c-5fc0-4484-9942-a89ce4c30b72
38 W d66b2863-c4a4-4cfa-a47f-60cfd75a162b
39 CM 2841a93a-3251-4f13-8df2-e3cdc31e2c5b
39 W 3d668ca8-947e-4efa-97be-dd7d62519ca7
40 CM 3fc52c87-3d58-46b8-9b0f-be4c650893c2
40 W 15694ba3-eb8b-405d-9010-a84353a4bb3f
41 CM d052faa6-f882-4e70-9de0-c3da250086e4
41 W 709438be-c6b1-4792-bed0-97d0bb1338d7
42 CM 2470a92e-7ef8-4d67-8903-727d5988c709
42 W 04009a0b-81b0-40b0-bbb2-a0aa83901973
43 CM 01441c0b-b781-46c3-9339-6290d7b96d89
43 W 68f01901-34ed-4f98-b9dd-b
10353ca6255
44 CM b2b00969-f92e-4809-bae0-fb78dda8462b
44 W bc77bee9-302b-40ae-9547-a12f84347de8
45 CM 22b1a4be-5fde-4434-855f-b08b690bc052
45 W cb0a5aa8-12c6-45db-a4a5-17d6bc7c98f0
46 CM 0891fab0-8d9d-41cf-8fc8-e1514e408ec5
46 W a9f82dfc-8687-4fe3-9099-dd833842d59d
51 CM 23948b4d-6fbf-45b8-836e-e5e840561e4b
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 20 of 45
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
51 W ec3964af-bf9c-4f1f-bfad-0d6dec93c10e
52 CM 4ee0789b-4d65-4f45-b32d-2dd47d033738
52 W 364f130e-0171-40a1-afe5-94f5a4f7372a
53 CM 5dfbec40-5ab0-4a16-b94b-44054724af09
53 W 102025c5-02b3-47e6-bb27-b56582d7cb62
54 CM 8cf4c213-fec0-4c10-9392-2e82ce26caa8
54 W ea9ca4d7-0055-410e-a4ac-ae6b39db0d95
55 CM 8235fc75-6b30-4f70-a01e-0cfac32c5c07
55 W a3c01cf6-dc65-4bf7-bc00-dd014d0b0787
56 CM b4266ecd-2376-4f61-a38a-0fe8c8196ef5
56 W fdaa5f3b-2dd5-4540-9868-42b0a06aa591
57 CM b435bd38-e5db-47eb-b266-2f5d698219b4
57 W 69f083dd-139d-400f-a5cd-2eea1b4cbcef
58 CM 75fe606c-3cbd-4d00-aa34-cd9281f455dc
58 W 42aae436-cd13-46b2-8b69-2f7055313f4b
59 CM 55dc1090-5500-463d-9bbd-1eedea7db5e2
59 W 59ea5086-3157-4682-8cee-c1de1d583723
60 CM ec83d07c-bcb4-4aa9-8edd-fde9538ccaf2
60 W e8ef0dda-2487-4cd8-b929-809ffd3c95fd
354 CV b19b3d88-9d22-4b11-9ea0-47142c060159
354 CM a5304ca6-5dba-4550-bae1-177d50e626f1
379 CV 83db2c65-e624-479c-8ad3-40e005352f4e
379 CM e4f1ef6b-2d48-40bb-be34-46cf399a67b4
380 CV 2a339470-48e8-4f20-8a0f-b67f9deb37c2
380 CM 98fc77c7-a628-4bb1-a954-ce5474411eb6
381 CV 50ad01d3-22a6-4fe2-88c0-f8756f1879e4
381 CM 59b33965-deda-4a45-b716-
dea5fbb9e7f3
382 CV 3154cd6f-b6ce-423b-91ac-12bd1836626f
382 CM 101ab69c-1bd1-44db-9adc-7201c4848c26
383 CV 2fd96fa0-b5d5-4190-a334-0732fba241d9
383 CM 76cb86c0-641a-4545-ae4e-22b5ae631b82
384 CV e5078812-13e3-48b7-a667-c3bc846db0e1
384 CM 99a74562-b3aa-4a30-925a-46e39feb5141
385 CV 8173321f-0c3f-4d63-9e10-2f95f0762ad1
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 21 of 45
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
385 CM cf528a8e-d24d-49f4-a12d-4fb9310a0a74
386 CV 3e05fb9a-5e79-4b89-8492-74ff95cfd1d0
386 CM 1d020c5a-d48d-42d7-bc64-aeb22d7e7f9a
387 CV b81a1637-6acc-4120-948a-cc23d62f0e5b
387 CM 39b94b34-e663-4920-988f-e1e224197d25
388 CM 189c3240-b128-41fd-a17c-a8f6dfe8de27
388 W cb767418-a45c-4071-9885-a517a4a96814
389 CM 6c41bf13-792c-447e-81d6-5a76acb1f964
389 W 0e201671-ec7a-4047-b773-49168c7f21d1
390 CM ee243919-6be7-48c2-bc84-755b2d0f7b2f
390 W fe248a33-dd74-4ac4-a49b-ab769ffef81c
391 CM 1a943d8c-69b4-4533-a31d-6342684f684c
391 W 9ddc0ad0-4b50-4603-a57c-de3207b54600
392 CM bff0a7b2-0c98-4bd3-b7c4-9463a046eb69
392 W 07c06877-3896-4a43-89a6-eb1a0d1488b2
393 CM dfad6eb9-185e-45cc-b9e3-ff346e78bea5
393 W 0b622ffa-92df-43ed-a221-eb2b18ce844a
394 CM 6e6cee33-7e29-4cd8-a169-e35a91a5ee72
394 W ac50f8ab-1822-4459-adb1-e3f8af4ac455
395 CM b57b9fc5-4a5a-4f79-9859-7e6e21ac11aa
395 W dc442c24-487f-4d65-b83e-02c5d82b711c
396 CM db971731-2374-43b3-b735-51aa76830c4f
396 W e6e92104-566f-4ac5-b772-742be0183b3a
397 CM 92b80da4-242a-4019-96b3-69b2343c37bd
397 W bd1ba254-739f-4818-94ef-80b535671523
398 CM df06a97d-116b-4a23-ae71-5c8e09ca5bde
398 W bb893257-4f73-41c6-92c5-2
2c21b153d7c
399 CM 1d52d8a3-0e3c-4826-97a0-def8204b46be
399 W 525bbf41-0fd6-4b3c-a65f-521f69d15629
400 CM a3178638-df47-4266-bcf0-56f2d0741a87
400 W 5ca50df7-2e4c-436a-a983-24e7716b7a81
401 CM d6dd765a-a63b-4be6-98c2-217eb055363c
401 W 83a7ac36-1c32-4ebc-a9ed-aac9b066af2b
402 CM dded8837-9fa5-4ce9-8da7-3c010283a30d
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 22 of 45
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
402 W f9af953b-b82b-474a-b7c1-5c9f34d6b9d8
403 CM c8328bf7-95ce-4694-af68-0d1d633f8f19
403 W 5488fee4-1b57-4d5c-8d15-9e6dcae86990
404 CM d28065f7-9c31-4e11-b9a1-2d158bc9cdb0
404 W 5976d257-68a0-44fe-9b41-f29ccf32a5af
405 CM 4e22390e-80ff-41cc-9a5a-e0f53efc43be
405 W 396a283e-32d8-43da-94d4-a8d499626017
406 CM f38e0518-e779-44c4-bc2c-4f1ebdcab002
406 W 8a19e2f0-8553-4a8c-b85c-090646185e75
407 CM 63bd69bd-a5cb-4805-ba55-8daadad3e5e1
407 W 5a3d80d6-2a36-44e4-8d14-7309ff36e53a
408 CV b19b3d88-9d22-4b11-9ea0-47142c060159
408 CM d362b977-4580-4b15-95b2-950345afbdc7
433 CV 83db2c65-e624-479c-8ad3-40e005352f4e
433 CM b0ed4683-c54c-4bc3-8a2a-d5ecd23ac672
434 CV 2a339470-48e8-4f20-8a0f-b67f9deb37c2
434 CM 05c74937-f126-4536-b2ad-5afc1be02641
435 CV 50ad01d3-22a6-4fe2-88c0-f8756f1879e4
435 CM 003d7acb-ddca-4433-aa98-7febff90b9a1
436 CV 3154cd6f-b6ce-423b-91ac-12bd1836626f
436 CM d7ce4b93-38f4-41fc-ad7f-08d9ed50be80
437 CV 2fd96fa0-b5d5-4190-a334-0732fba241d9
437 CM 6ee8e0a7-da0b-4162-999a-0d5d44bb52ff
438 CV e5078812-13e3-48b7-a667-c3bc846db0e1
438 CM e0641352-d848-4376-8c61-761532cfc173
439 CV 8173321f-0c3f-4d63-9e10-2f95f0762ad1
439 CM 5f960281-9f43-421d-86b5-e
2f7200839ad
440 CV 3e05fb9a-5e79-4b89-8492-74ff95cfd1d0
440 CM f2c507fc-8471-412d-b5bf-d14c30c3c40a
441 CV b81a1637-6acc-4120-948a-cc23d62f0e5b
441 CM 65eb7994-2c49-4321-a3f6-bdb5cf6258d3
442 CM 78d81c79-0ffc-44c9-a37c-3ea4155986d6
442 W 6d49abb2-b87f-4f27-bf33-559713964559
443 CM 00998317-47e8-46d9-a99d-612140f003fe
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 23 of 45
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
443 W 761b43b6-9504-403a-8796-4cc5ebe4a53e
444 CM 86a1743f-10f0-40d5-9d99-33c6dfa87e11
444 W 5fcbbd91-e5ed-4667-adbe-0518197f3361
445 CM aad8eecf-8172-4582-92c4-91303b1292bc
445 W 2e0bb171-fd60-4a86-804a-f9d7891e3ff1
446 CM 3ce41d64-e9cc-4b96-80cf-70f49333eba9
446 W 24621a7c-b160-4bf9-9a9c-a99985639bc6
447 CM fb1d1316-4ea7-4f68-8024-14870c646059
447 W 277f484e-b53b-48af-9cd5-d664386c893c
448 CM 9374a2d3-6bcf-436e-ab92-8dfb326795c1
448 W 5838bc44-03ce-4c25-aef7-b3b0ecb96eb5
449 CM e8af3aa7-70d5-4943-8fbc-12546599f4cc
449 W eed44c8f-7bf9-40e5-958f-bbfcae889b73
450 CM d63d7ec7-9a0d-4488-ba6c-ad6281f8b93b
450 W 702ebd25-d02b-4848-b7de-79b1ab239aca
451 CM c8fe1e0b-d690-45e2-8bab-86defb119c4c
451 W 190d415b-bab3-4484-acc8-005abbe5022d
452 CM 0f7030c8-95aa-4481-ad47-d33b7b3ff44b
452 W 34cab70a-6ea0-444d-a652-0c3394f1ac9d
453 CM 3ab4eb86-bed3-4bd2-9e8a-1ea155fbdfc4
453 W 6a18106b-62c0-425b-815a-ba445f95ce2f
454 CM c257ba24-a501-4114-8cca-7e455a0ab972
454 W 64e1b107-5fa5-45bf-a735-11918b418b38
455 CM b73cfb2f-7328-4ead-bcb4-bec0114b157b
455 W 27c77611-c4a3-4c66-92b8-ee6edc525a83
456 CM 57f50e18-6c28-4541-9e6e-51f1e1bd623f
456 W b0f3fc8a-05be-4db7-9cbb-51
4e2f9e0709
457 CM 1fc367f6-061c-47fe-bf16-0ad36279b7b7
457 W c4f478d5-e9c0-467a-855a-7d520988677b
458 CM 2b9e0a05-f7d8-4b25-8412-ed799e7d3468
458 W cb343361-8408-434d-ac60-b6c5e48342ba
459 CM 63760a97-b2cb-4c45-a31c-4eb31bdad915
459 W 89c94b4b-24d6-47e1-9af6-5f3bfdcd67c7
460 CM f6ce6b3b-0f28-4718-a88f-507f7543a156
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 24 of 45
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
460 W b73fe6a2-74cd-4bdc-8bff-1e0dcb614757
461 CM 3a869d1a-67c8-4fde-97f5-4e97911cb657
461 W ec43f101-5896-408f-ae06-c07d85f22909
462 CV b19b3d88-9d22-4b11-9ea0-47142c060159
462 CM 94a60051-8ecc-49f0-9b46-2dbf48a635a7
487 CV 83db2c65-e624-479c-8ad3-40e005352f4e
487 CM 2a00e41f-6579-41cd-8ea4-9c538ada59c8
488 CV 2a339470-48e8-4f20-8a0f-b67f9deb37c2
488 CM db3aeb6a-a66a-40e3-8a04-ee9518dd65a5
489 CV 50ad01d3-22a6-4fe2-88c0-f8756f1879e4
489 CM 93fe25b9-1e97-449d-900d-4071d08253fd
490 CV 3154cd6f-b6ce-423b-91ac-12bd1836626f
490 CM b2622ff5-8df7-48e1-9379-b22b97eed054
491 CV 2fd96fa0-b5d5-4190-a334-0732fba241d9
491 CM 4c3715eb-bf6d-4e7d-8e62-ad4029ed63d5
492 CV e5078812-13e3-48b7-a667-c3bc846db0e1
492 CM cc8be758-adab-477c-abe4-eb4fcd01a584
493 CV 8173321f-0c3f-4d63-9e10-2f95f0762ad1
493 CM 63561f67-9fae-4f34-a47d-6d8be40640d6
494 CV 3e05fb9a-5e79-4b89-8492-74ff95cfd1d0
494 CM 2adc1770-3d13-4aba-b6c4-0af6ed0686db
495 CV b81a1637-6acc-4120-948a-cc23d62f0e5b
495 CM 190f496a-2174-41d2-b50c-96f8e6b2ac05
496 CM 41b7275b-ffde-4eb0-a71b-a9f13db480a2
496 W 8f5b97b2-df4e-4f46-9e93-d463bd93d15d
497 CM 9ca6ec51-9a80-439c-b27c-dc7dbe26ebf3
497 W bfac7695-4133-4e7d-95c4-b
8a0502e7608
498 CM 87f012a3-6cba-4990-a3d4-4c12eeb6d7d7
498 W 4e439dad-fe6c-4559-b0c8-f0380d1f120e
499 CM 3de1d38e-0e8b-46a1-97c5-4d7c2d8d98fc
499 W 16509486-2db6-4141-84f8-d67053eb2d6c
500 CM ec812ef2-71bc-47b4-a979-2e0a5e0dea06
500 W e0f3aca4-1b4a-4ca7-a68d-d4d3e7680268
501 CM 16cd2dfc-d392-431c-a1d1-c2f345ba7736
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 25 of 45
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
501 W 0b89d778-e3b1-4760-be05-fbc0f61ecfd5
502 CM fb960ec1-8bdb-4036-8678-7410ad5c92b0
502 W 1588db4b-b72d-48e8-b467-461e142154b8
503 CM 0ad46944-07dd-4882-a561-b5006431fa39
503 W a5c94fe2-23f7-4230-88a3-484449c16992
504 CM 6d3bd46c-63bd-464e-9772-4d382aae9ea7
504 W fe4ea0d4-6d07-415f-a207-6ef6edb23434
505 CM 036de352-6035-443f-a8bd-67e8f745c5e7
505 W f3f0c619-fe9a-4d60-86ab-2f362b5647bc
506 CM 35b5482b-7be0-4942-b01a-f87238fece44
506 W 094e2648-11b1-4758-ace7-ccc9929c15db
507 CM 1ce990a1-783c-4023-bda1-c3b1f8666074
507 W 638fcffb-5cee-4d48-9f31-acbd3a146fbf
508 CM 1b1969f2-5539-4546-9512-f20b2b56ea83
508 W cf74e5e6-173e-4a6f-ada4-5e7f65ca0f69
509 CM e95a93eb-27b1-4a35-bf25-4eb785893ed6
509 W 4b577b8c-3e9c-4240-9ffe-ca095f685be3
510 CM 3d469dcf-0db4-431f-9bca-e62c6cf8bd30
510 W 502d5f48-214b-4896-a494-14f6805dce39
511 CM b76be45e-0ec0-45e7-ab85-79b0b9b30e27
511 W d45467af-7019-4845-a15c-37acd7d6d500
512 CM f359ec36-3c5c-41e7-870f-0c446b65a0f3
512 W 40a52f80-f055-411d-8867-8cc3fbed47a3
513 CM 9af41ecd-9f0a-470b-8cf9-8c2f178c47c5
513 W 4756eddf-5f6e-4723-8bc2-52e218087fed
514 CM df039b76-fd8e-4c91-beb9-0274503eb285
514 W c3fb70ca-a23b-4c22-be87-7
ee152977ca6
515 CM 935b98ea-0271-4cde-9790-01f3e8008964
515 W 52887281-5fa9-461d-92e6-767f8650fb67
516 CV b19b3d88-9d22-4b11-9ea0-47142c060159
516 CM 203192d1-9dfb-4915-bd55-dcdb1dd97d4d
541 CV 83db2c65-e624-479c-8ad3-40e005352f4e
541 CM a305feec-059f-40f6-8c57-22c47b4bb475
542 CV 2a339470-48e8-4f20-8a0f-b67f9deb37c2
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 26 of 45
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
542 CM e13fa861-8aa9-4e3c-b188-62859ab714ca
543 CV 50ad01d3-22a6-4fe2-88c0-f8756f1879e4
543 CM 7aa604f5-d253-4dcc-9396-d8d40c68f5fb
544 CV 3154cd6f-b6ce-423b-91ac-12bd1836626f
544 CM 2e27b65c-c35d-4e8f-b7c8-b602f789c8ca
545 CV 2fd96fa0-b5d5-4190-a334-0732fba241d9
545 CM 8ff35344-8a98-4c0c-b4e5-f07622bfb21b
546 CV e5078812-13e3-48b7-a667-c3bc846db0e1
546 CM e332787a-dd68-4120-b9e6-9159c148a41e
547 CV 8173321f-0c3f-4d63-9e10-2f95f0762ad1
547 CM 494f837d-f9f8-45a2-af5d-37da0a766439
548 CV 3e05fb9a-5e79-4b89-8492-74ff95cfd1d0
548 CM 3decc3d2-ef1f-4f39-adc8-2df458ec7c15
549 CV b81a1637-6acc-4120-948a-cc23d62f0e5b
549 CM 58461019-fc28-4847-8369-509c033c64a9
550 CM 67008503-4f7e-4e1d-bfc0-b8860dd873b5
550 W 4d88008d-fb6f-4869-a667-0fc2fa3a6e95
551 CM bf970940-43a4-4f64-9593-558b955bdd58
551 W e2346960-7e81-4336-9a0f-064f80a1c9e0
552 CM 0124ee63-680e-463f-982a-2faf473c098c
552 W 3d61e673-8feb-4b57-88b1-2c14e519cb8c
553 CM f156b00c-5ac7-4ed1-9b04-ebda20c742c2
553 W 3b2716bf-3be2-4fc9-86aa-b1294ab0d0ad
554 CM 25d96294-0b5a-484d-b521-3fa4d5051e86
554 W c32d9d3b-091d-43e4-873b-162b5150680d
555 CM 8d0d6dd5-b834-405f-b7c6-372af42dd215
555 W 90f0da15-fcf2-41fa-9259-959
bb58b9bbe
556 CM 8d6a8f01-9764-4931-8b44-ec3741674831
556 W b999f21c-90eb-4cdb-a74c-b7683a6a0c01
557 CM 7eb85ead-5cea-486c-a30f-7b5254fcd306
557 W a8289db8-54e9-4e99-aa78-840b11ef710e
558 CM 4c493de4-9eee-47e6-b4a3-1f5973b950e0
558 W 2918bab5-97ef-45b0-a33c-de5c0309daa6
559 CM 8a4fe8fe-26e1-4567-ac4a-795c75867e89
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 27 of 45
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
559 W f4ce6b69-4231-4095-ba9f-2bfb708f6c26
560 CM 3c2a6805-8e27-40e3-a50c-8b3a88b4ccd6
560 W 8c93cf30-1584-4bfd-9d1f-fee2ef878bb7
561 CM 799a300c-cc02-4851-8bbb-73bcc2ee498a
561 W deca4c18-c045-4a11-ac91-00e409dfcdb2
562 CM 36d6a53a-50a0-4b15-a96c-dab2c83423aa
562 W 19a2d0ab-1bf4-4187-93d6-0a5d19560899
563 CM 64f352b7-e681-473e-8714-d16d5e0bacec
563 W 6d1f8580-dc2b-4048-ae75-33a75fec6f82
564 CM b6e04880-d5a1-4b10-8441-959b29d3d167
564 W ce119dd4-caa2-4fac-b1ff-410315a721d5
565 CM 13eb86d7-d8e5-4db3-816e-e07f94b8c4ed
565 W 37b40796-a4ba-4aec-bb3a-7dbd00bd3c35
566 CM de4b1800-9555-48ba-9e69-847384f13c40
566 W b4133168-1436-4d2a-80e3-89658f250c09
567 CM ca0fbe7d-bf3b-4433-bc8d-ce4b60ef7d56
567 W 2406e5a3-d3bf-446d-a237-44e312ac06a9
568 CM b694c960-ee40-4d72-9f7e-f6ce0d2016ae
568 W 1015b91a-0327-4293-abfb-9c1e1874467f
569 CM 1fc68a82-c311-441c-9ae3-0a8fe88667d9
569 W c9c096e5-12f6-467c-9575-65a29a0d6078
276 CV b19b3d88-9d22-4b11-9ea0-47142c060159
276 CM a74861a2-0f29-49f5-9419-6bf470888beb
279 CV 83db2c65-e624-479c-8ad3-40e005352f4e
279 CM 22563b97-23fc-4229-ac69-09960a482f64
280 CV 2a339470-48e8-4f20-8a0f-b67f9deb37c2
280 CM 18298ca2-8006-4c63-83df-5
5d68a16bce9
281 CV 50ad01d3-22a6-4fe2-88c0-f8756f1879e4
281 CM a23912f2-286e-4780-b619-13e217b49cdd
282 CV 3154cd6f-b6ce-423b-91ac-12bd1836626f
282 CM e4918e53-b53e-4166-ac16-edd1211bb477
283 CV 2fd96fa0-b5d5-4190-a334-0732fba241d9
283 CM b1d5ba18-8977-4d47-a1b8-e1571af73c9b
284 CV e5078812-13e3-48b7-a667-c3bc846db0e1
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 28 of 45
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
284 CM 84ca0c4e-afce-4510-8b24-a368d5804ed4
285 CV 8173321f-0c3f-4d63-9e10-2f95f0762ad1
285 CM 5ce93d47-547e-4ab7-bbc3-1e14a24d32bb
286 CV 3e05fb9a-5e79-4b89-8492-74ff95cfd1d0
286 CM 31ec3c85-431d-4c1c-b9ad-a2f74a699ee9
287 CV b81a1637-6acc-4120-948a-cc23d62f0e5b
287 CM d8e16525-bb58-4b1a-84c7-7cb856059ed0
288 CM 68c8def6-46a9-44f0-b940-c9c1ea458c12
288 W 50807d9a-7fd6-4062-9ea7-b075ef2be9e9
289 CM e195776d-0a7c-44ab-b792-3cd6b6efbfb1
289 W e09a3541-a3ce-4336-9c97-b75f36d191f7
290 CM ef002ebc-60f2-4264-8069-97aaf67c84ae
290 W 1fdb5077-584c-434f-9f7e-04513fae66e2
291 CM 21121140-02d6-43fa-8d6f-e7f9d0893ce9
291 W eafda525-a72e-4574-9b95-d62eeff7415f
292 CM 7567ea32-70e4-4446-9682-90fef16b3ade
292 W 9d0c4871-e672-484f-8a7a-b5c96004aa93
293 CM 35e72936-d6e8-4efa-8564-c8966d21b24b
293 W a5e39855-38c3-4389-add6-ee0f8c20790f
294 CM f109d2bb-5e5f-4090-83d4-127e9b79d9a2
294 W b84e5339-5e79-4988-a0f3-7ed171d14f0d
295 CM d284b226-81ea-4129-922c-689ed70124a7
295 W b006111d-0af3-46fb-8f9b-67b9b15002f3
296 CM 54609aca-0dea-49e5-9bbe-1f510e1860b2
296 W 1020906a-040c-4afa-be83-d4f614e67f0a
297 CM 14d770bd-0aaa-453e-a557-6775b64451d3
297 W 7143fb8d-70ca-4feb-a873-ff5
da4a1328b
298 CM 788e7700-2033-48e1-8ea6-350aa6939dcc
298 W faef9e03-1ff7-4e22-8a80-14cf1c790172
299 CM 552bbf4f-5782-4275-bd0a-66b281effc65
299 W 5eb58786-5c53-4951-a87c-d4c9811d4996
300 CM be97c64d-d128-452c-b9f6-bc3a70545606
300 W c324b9e2-d4b2-44de-b9ff-93d29fa14d26
301 CM 8b812bf9-c1f8-4432-98df-96d6c269094e
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 29 of 45
Table: Frame Loads - Distributed, Part 3 of 3
Frame LoadPat GUID
301 W c15f711b-e443-48e2-a4e8-dc195bcb88a8
302 CM 0846d5c1-0dd8-4c71-98a8-fba8182a3ed6
302 W 86d557f9-9665-4972-bcec-b63091e72a28
303 CM 3261377c-a86c-4171-803e-4ea49a102453
303 W d337e2cd-5543-4889-9414-4f7dd009fce5
304 CM add41448-0887-4802-8aab-b41fe8fc9a2b
304 W 859df9a6-7b77-4b6f-849a-cf4ea7474d54
305 CM 196ac896-8921-4e5c-a37e-8019df399de9
305 W 3180e285-ced5-4e87-8fad-e86d03a359e3
306 CM 23079309-c143-4dbd-9ed6-6a61e43dd7bc
306 W 76e29e80-0187-44ee-aa43-ccaa84f3f55f
307 CM 0cfad696-dd34-4a9b-80f1-7022a9a39d25
307 W 2bf61cd1-0145-446a-ae64-c60c898a0fd8
352 CM d07679dc-9bb6-4517-8604-e3053d797b8d
352 W c6d4a369-f3aa-4755-b4ac-619de9c55e9d
363 CM 3accd1ce-5a1f-4471-afd6-8ef852ccfd25
363 W 4f6f0d54-c6d1-41a2-93e0-19aec906a012
810 CV 67f72985-e72e-469e-9b28-171e0d8f8f15
810 CM 67ba1211-c85d-4508-a9f6-a8ed0fb80074
811 CV 67f72985-e72e-469e-9b28-171e0d8f8f15
811 CM 80c6067e-7320-4451-b87d-b01c8529f45d
16 CV 83db2c65-e624-479c-8ad3-40e005352f4e
16 CM 31b6a4ed-a6ab-4066-86f2-8a3bb6fc9c2f
17 CV 83db2c65-e624-479c-8ad3-40e005352f4e
17 CM 31b6a4ed-a6ab-4066-86f2-8a3bb6fc9c2f
18 CV 83db2c65-e624-479c-8ad3-40e005352f4e
18 CM 31b6a4ed-a6ab-4066-86f2-8
a3bb6fc9c2f
Table: Frame Section Assignments
Table: Frame Section Assignments
Frame SectionType AutoSelect AnalSect DesignSect MatProp
1 Rectangular N.A. VM4X18 N.A. Default
2 Rectangular N.A. VM16X30 N.A. Default
3 Rectangular N.A. VM16X30 N.A. Default
4 Rectangular N.A. VM4X18 N.A. Default
6 Rectangular N.A. VM4X18 N.A. Default
7 Rectangular N.A. VM4X18 N.A. Default
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 30 of 45
Table: Frame Section Assignments
Frame SectionType AutoSelect AnalSect DesignSect MatProp
8 Rectangular N.A. VM4X18 N.A. Default
9 Rectangular N.A. VM4X18 N.A. Default
10 Rectangular N.A. VM4X18 N.A. Default
11 Rectangular N.A. VM4X18 N.A. Default
12 Circular N.A. PIL23 N.A. Default
13 Circular N.A. PIL23 N.A. Default
14 Circular N.A. PIL23 N.A. Default
15 Circular N.A. PIL23 N.A. Default
16 Rectangular N.A. VM4X18 N.A. Default
17 Rectangular N.A. VM4X18 N.A. Default
18 Rectangular N.A. VM4X18 N.A. Default
19 Circular N.A. PIL23 N.A. Default
20 Rectangular N.A. VM4X18 N.A. Default
22 Rectangular N.A. VM4X18 N.A. Default
23 Circular N.A. PIL23 N.A. Default
24 Circular N.A. PIL23 N.A. Default
25 Circular N.A. PIL23 N.A. Default
26 Circular N.A. PIL23 N.A. Default
27 Circular N.A. PIL23 N.A. Default
28 Circular N.A. PIL23 N.A. Default
29 Circular N.A. PIL23 N.A. Default
30 Circular N.A. PIL23 N.A. Default
31 Circular N.A. PIL23 N.A. Default
32 Rectangular N.A. VM16X30 N.A. Default
33 Rectangular N.A. VM16X30 N.A. Default
34 Circular N.A. PIL23 N.A. Default
35 Circular N.A. PIL23 N.A. Default
36 Circular N.A. PIL23 N.A. Default
37 Rectangular N.A. VM4X18 N.A. Default
38 Rectangular N.A. VM4X18 N.A. Default
39 Rectangular N.A. VM4X18 N.A. Default
40 Rectangular N.A. VM4X18 N.A. Default
41 Rectangular N.A. VM4X18 N.A. Default
42 Rectangular N.A. VM4X18 N.A. Default
43 Rectangular N.A. VM4X18 N.A. Default
44 Rectangular N.A. VM4X18 N.A. Default
45 Rectangular N.A. VM4X18 N.A. Default
46 Rectangular N.A. VM4X18 N.A. Default
47 Circular N.A. PIL23 N.A. Default
48 Circular N.A. PIL23 N.A. Default
49 Circular N.A. PIL23 N.A. Default
50 Circular N.A. PIL23 N.A. Default
51 Rectangular N.A. VM4X18 N.A. Default
52 Rectangular N.A. VM4X18 N.A. Default
53 Rectangular N.A. VM4X18 N.A. Default
54 Rectangular N.A. VM4X18 N.A. Default
55 Rectangular N.A. VM4X18 N.A. Default
56 Rectangular N.A. VM4X18 N.A. Default
57 Rectangular N.A. VM4X18 N.A. Default
58 Rectangular N.A. VM4X18 N.A. Default
59 Rectangular N.A. VM4X18 N.A. Default
60 Rectangular N.A. VM4X18 N.A. Default
61 Circular N.A. PIL23 N.A. Default
62 Circular N.A. R15 N.A. Default
63 Circular N.A. PIL23 N.A. Default
64 Circular N.A. PIL23 N.A. Default
65 Circular N.A. PIL23 N.A. Default
66 Circular N.A. PIL23 N.A. Default
67 Circular N.A. PIL23 N.A. Default
68 Circular N.A. PIL23 N.A. Default
70 Circular N.A. R15 N.A. Default
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 31 of 45
Table: Frame Section Assignments
Frame SectionType AutoSelect AnalSect DesignSect MatProp
71 Circular N.A. R15 N.A. Default
72 Circular N.A. R15 N.A. Default
73 Circular N.A. R15 N.A. Default
75 Circular N.A. R15 N.A. Default
76 Circular N.A. R15 N.A. Default
77 Circular N.A. R15 N.A. Default
78 Circular N.A. R15 N.A. Default
79 Circular N.A. PIL23 N.A. Default
80 Circular N.A. PIL23 N.A. Default
81 Circular N.A. PIL23 N.A. Default
82 Circular N.A. PIL23 N.A. Default
83 Circular N.A. PIL23 N.A. Default
84 Circular N.A. PIL23 N.A. Default
85 Circular N.A. PIL23 N.A. Default
86 Circular N.A. PIL23 N.A. Default
87 Circular N.A. PIL23 N.A. Default
88 Circular N.A. PIL23 N.A. Default
89 Circular N.A. PIL23 N.A. Default
90 Circular N.A. PIL23 N.A. Default
91 Circular N.A. PIL23 N.A. Default
92 Circular N.A. PIL23 N.A. Default
93 Circular N.A. R15 N.A. Default
94 Circular N.A. R15 N.A. Default
95 Circular N.A. R15 N.A. Default
96 Circular N.A. R15 N.A. Default
97 Circular N.A. R15 N.A. Default
98 Circular N.A. R15 N.A. Default
99 Circular N.A. PIL23 N.A. Default
100 Circular N.A. PIL23 N.A. Default
101 Circular N.A. PIL23 N.A. Default
102 Circular N.A. PIL23 N.A. Default
103 Circular N.A. R15 N.A. Default
104 Circular N.A. PIL23 N.A. Default
105 Circular N.A. PIL23 N.A. Default
106 Circular N.A. PIL23 N.A. Default
107 Circular N.A. PIL23 N.A. Default
108 Circular N.A. PIL23 N.A. Default
109 Circular N.A. PIL23 N.A. Default
110 Circular N.A. PIL23 N.A. Default
111 Circular N.A. PIL23 N.A. Default
112 Circular N.A. PIL23 N.A. Default
113 Circular N.A. PIL23 N.A. Default
114 Circular N.A. R15 N.A. Default
115 Circular N.A. PIL23 N.A. Default
116 Circular N.A. PIL23 N.A. Default
117 Circular N.A. PIL23 N.A. Default
118 Circular N.A. PIL23 N.A. Default
119 Circular N.A. R15 N.A. Default
120 Circular N.A. PIL23 N.A. Default
121 Circular N.A. PIL23 N.A. Default
122 Circular N.A. PIL23 N.A. Default
123 Section Designer N.A. 2VM4X18 N.A. Default
124 Circular N.A. PIL23 N.A. Default
125 Circular N.A. PIL23 N.A. Default
126 Circular N.A. R15 N.A. Default
127 Circular N.A. PIL23 N.A. Default
128 Circular N.A. PIL23 N.A. Default
129 Circular N.A. PIL23 N.A. Default
130 Circular N.A. PIL23 N.A. Default
131 Circular N.A. PIL23 N.A. Default
132 Circular N.A. PIL23 N.A. Default
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 32 of 45
Table: Frame Section Assignments
Frame SectionType AutoSelect AnalSect DesignSect MatProp
133 Circular N.A. PIL23 N.A. Default
134 Circular N.A. PIL23 N.A. Default
135 Circular N.A. PIL23 N.A. Default
137 Circular N.A. PIL23 N.A. Default
138 Circular N.A. PIL23 N.A. Default
139 Circular N.A. PIL23 N.A. Default
140 Circular N.A. PIL23 N.A. Default
141 Circular N.A. PIL23 N.A. Default
142 Circular N.A. PIL23 N.A. Default
143 Circular N.A. PIL23 N.A. Default
144 Circular N.A. PIL23 N.A. Default
145 Circular N.A. PIL23 N.A. Default
146 Circular N.A. PIL23 N.A. Default
147 Circular N.A. R15 N.A. Default
148 Circular N.A. PIL23 N.A. Default
149 Circular N.A. PIL23 N.A. Default
150 Circular N.A. PIL23 N.A. Default
151 Circular N.A. PIL23 N.A. Default
153 Circular N.A. PIL23 N.A. Default
154 Circular N.A. PIL23 N.A. Default
155 Circular N.A. PIL23 N.A. Default
156 Circular N.A. PIL23 N.A. Default
157 Circular N.A. PIL23 N.A. Default
158 Circular N.A. R15 N.A. Default
159 Circular N.A. PIL23 N.A. Default
160 Circular N.A. PIL23 N.A. Default
161 Circular N.A. PIL23 N.A. Default
162 Circular N.A. PIL23 N.A. Default
163 Circular N.A. PIL23 N.A. Default
164 Circular N.A. PIL23 N.A. Default
165 Circular N.A. PIL23 N.A. Default
166 Circular N.A. PIL23 N.A. Default
167 Circular N.A. PIL23 N.A. Default
169 Circular N.A. PIL23 N.A. Default
170 Circular N.A. PIL23 N.A. Default
171 Circular N.A. PIL23 N.A. Default
172 Circular N.A. PIL23 N.A. Default
173 Circular N.A. PIL23 N.A. Default
174 Circular N.A. PIL23 N.A. Default
175 Circular N.A. PIL23 N.A. Default
176 Circular N.A. PIL23 N.A. Default
177 Circular N.A. PIL23 N.A. Default
178 Circular N.A. PIL23 N.A. Default
179 Circular N.A. R15 N.A. Default
180 Circular N.A. PIL23 N.A. Default
181 Circular N.A. PIL23 N.A. Default
182 Circular N.A. PIL23 N.A. Default
183 Circular N.A. PIL23 N.A. Default
185 Circular N.A. PIL23 N.A. Default
186 Circular N.A. PIL23 N.A. Default
187 Circular N.A. PIL23 N.A. Default
188 Circular N.A. PIL23 N.A. Default
189 Circular N.A. PIL23 N.A. Default
190 Circular N.A. R15 N.A. Default
191 Circular N.A. PIL23 N.A. Default
192 Circular N.A. PIL23 N.A. Default
193 Circular N.A. PIL23 N.A. Default
194 Circular N.A. PIL23 N.A. Default
195 Circular N.A. PIL23 N.A. Default
196 Circular N.A. PIL23 N.A. Default
197 Circular N.A. PIL23 N.A. Default
3M_48-1-D2.sdb SAP2000 v20.2.0
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Table: Frame Section Assignments
Frame SectionType AutoSelect AnalSect DesignSect MatProp
198 Circular N.A. PIL23 N.A. Default
199 Circular N.A. PIL23 N.A. Default
201 Circular N.A. PIL23 N.A. Default
202 Circular N.A. PIL23 N.A. Default
203 Circular N.A. PIL23 N.A. Default
204 Circular N.A. PIL23 N.A. Default
205 Circular N.A. PIL23 N.A. Default
206 Circular N.A. PIL23 N.A. Default
207 Circular N.A. PIL23 N.A. Default
208 Circular N.A. PIL23 N.A. Default
209 Circular N.A. PIL23 N.A. Default
210 Circular N.A. PIL23 N.A. Default
211 Circular N.A. R15 N.A. Default
212 Circular N.A. PIL23 N.A. Default
213 Circular N.A. PIL23 N.A. Default
214 Circular N.A. PIL23 N.A. Default
215 Circular N.A. PIL23 N.A. Default
217 Circular N.A. PIL23 N.A. Default
218 Circular N.A. PIL23 N.A. Default
219 Circular N.A. PIL23 N.A. Default
220 Circular N.A. PIL23 N.A. Default
221 Circular N.A. PIL23 N.A. Default
222 Circular N.A. R15 N.A. Default
223 Circular N.A. PIL23 N.A. Default
224 Circular N.A. PIL23 N.A. Default
225 Circular N.A. PIL23 N.A. Default
226 Circular N.A. PIL23 N.A. Default
227 Circular N.A. PIL23 N.A. Default
228 Circular N.A. PIL23 N.A. Default
229 Circular N.A. PIL23 N.A. Default
230 Circular N.A. PIL23 N.A. Default
231 Circular N.A. PIL23 N.A. Default
233 Circular N.A. PIL23 N.A. Default
234 Circular N.A. PIL23 N.A. Default
235 Circular N.A. PIL23 N.A. Default
236 Circular N.A. PIL23 N.A. Default
237 Circular N.A. PIL23 N.A. Default
238 Circular N.A. PIL23 N.A. Default
239 Circular N.A. PIL23 N.A. Default
240 Circular N.A. PIL23 N.A. Default
241 Circular N.A. PIL23 N.A. Default
242 Circular N.A. PIL23 N.A. Default
243 Circular N.A. R15 N.A. Default
244 Circular N.A. PIL23 N.A. Default
245 Circular N.A. PIL23 N.A. Default
246 Circular N.A. PIL23 N.A. Default
247 Circular N.A. PIL23 N.A. Default
249 Circular N.A. PIL23 N.A. Default
250 Circular N.A. PIL23 N.A. Default
251 Circular N.A. PIL23 N.A. Default
252 Circular N.A. PIL23 N.A. Default
253 Circular N.A. PIL23 N.A. Default
254 Circular N.A. R15 N.A. Default
255 Circular N.A. PIL23 N.A. Default
256 Circular N.A. PIL23 N.A. Default
257 Circular N.A. PIL23 N.A. Default
258 Circular N.A. PIL23 N.A. Default
259 Circular N.A. PIL23 N.A. Default
260 Circular N.A. PIL23 N.A. Default
261 Circular N.A. PIL23 N.A. Default
262 Circular N.A. PIL23 N.A. Default
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 34 of 45
Table: Frame Section Assignments
Frame SectionType AutoSelect AnalSect DesignSect MatProp
263 Circular N.A. PIL23 N.A. Default
265 Circular N.A. PIL23 N.A. Default
266 Circular N.A. PIL23 N.A. Default
267 Circular N.A. PIL23 N.A. Default
268 Circular N.A. PIL23 N.A. Default
269 Circular N.A. PIL23 N.A. Default
270 Circular N.A. PIL23 N.A. Default
271 Circular N.A. PIL23 N.A. Default
272 Circular N.A. PIL23 N.A. Default
273 Circular N.A. PIL23 N.A. Default
274 Circular N.A. PIL23 N.A. Default
275 Circular N.A. R15 N.A. Default
276 Section Designer N.A. 2VM4X18 N.A. Default
277 Rectangular N.A. VM16X30 N.A. Default
278 Rectangular N.A. VM16X30 N.A. Default
279 Rectangular N.A. VM4X18 N.A. Default
280 Rectangular N.A. VM4X18 N.A. Default
281 Rectangular N.A. VM4X18 N.A. Default
282 Rectangular N.A. VM4X18 N.A. Default
283 Rectangular N.A. VM4X18 N.A. Default
284 Rectangular N.A. VM4X18 N.A. Default
285 Rectangular N.A. VM4X18 N.A. Default
286 Rectangular N.A. VM4X18 N.A. Default
287 Rectangular N.A. VM4X18 N.A. Default
288 Rectangular N.A. VM4X18 N.A. Default
289 Rectangular N.A. VM4X18 N.A. Default
290 Rectangular N.A. VM4X18 N.A. Default
291 Rectangular N.A. VM4X18 N.A. Default
292 Rectangular N.A. VM4X18 N.A. Default
293 Rectangular N.A. VM4X18 N.A. Default
294 Rectangular N.A. VM4X18 N.A. Default
295 Rectangular N.A. VM4X18 N.A. Default
296 Rectangular N.A. VM4X18 N.A. Default
297 Rectangular N.A. VM4X18 N.A. Default
298 Rectangular N.A. VM4X18 N.A. Default
299 Rectangular N.A. VM4X18 N.A. Default
300 Rectangular N.A. VM4X18 N.A. Default
301 Rectangular N.A. VM4X18 N.A. Default
302 Rectangular N.A. VM4X18 N.A. Default
303 Rectangular N.A. VM4X18 N.A. Default
304 Rectangular N.A. VM4X18 N.A. Default
305 Rectangular N.A. VM4X18 N.A. Default
306 Rectangular N.A. VM4X18 N.A. Default
307 Rectangular N.A. VM4X18 N.A. Default
308 Circular N.A. PIL23 N.A. Default
309 Circular N.A. PIL23 N.A. Default
310 Circular N.A. PIL23 N.A. Default
311 Circular N.A. PIL23 N.A. Default
313 Circular N.A. PIL23 N.A. Default
314 Circular N.A. PIL23 N.A. Default
315 Circular N.A. PIL23 N.A. Default
316 Circular N.A. PIL23 N.A. Default
317 Circular N.A. PIL23 N.A. Default
318 Circular N.A. R15 N.A. Default
319 Circular N.A. PIL23 N.A. Default
320 Circular N.A. PIL23 N.A. Default
321 Circular N.A. PIL23 N.A. Default
322 Circular N.A. PIL23 N.A. Default
323 Circular N.A. PIL23 N.A. Default
324 Circular N.A. PIL23 N.A. Default
325 Circular N.A. PIL23 N.A. Default
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 35 of 45
Table: Frame Section Assignments
Frame SectionType AutoSelect AnalSect DesignSect MatProp
326 Circular N.A. PIL23 N.A. Default
327 Circular N.A. PIL23 N.A. Default
329 Circular N.A. PIL23 N.A. Default
330 Circular N.A. PIL23 N.A. Default
331 Circular N.A. PIL23 N.A. Default
332 Circular N.A. PIL23 N.A. Default
333 Circular N.A. PIL23 N.A. Default
334 Circular N.A. PIL23 N.A. Default
335 Circular N.A. PIL23 N.A. Default
336 Circular N.A. PIL23 N.A. Default
337 Circular N.A. PIL23 N.A. Default
338 Circular N.A. PIL23 N.A. Default
339 Circular N.A. R15 N.A. Default
352 Rectangular N.A. VM4X18 N.A. Default
354 Section Designer N.A. 2VM4X18 N.A. Default
363 Rectangular N.A. VM4X18 N.A. Default
377 Rectangular N.A. VM16X30 N.A. Default
378 Rectangular N.A. VM16X30 N.A. Default
379 Rectangular N.A. VM4X18 N.A. Default
380 Rectangular N.A. VM4X18 N.A. Default
381 Rectangular N.A. VM4X18 N.A. Default
382 Rectangular N.A. VM4X18 N.A. Default
383 Rectangular N.A. VM4X18 N.A. Default
384 Rectangular N.A. VM4X18 N.A. Default
385 Rectangular N.A. VM4X18 N.A. Default
386 Rectangular N.A. VM4X18 N.A. Default
387 Rectangular N.A. VM4X18 N.A. Default
388 Rectangular N.A. VM4X18 N.A. Default
389 Rectangular N.A. VM4X18 N.A. Default
390 Rectangular N.A. VM4X18 N.A. Default
391 Rectangular N.A. VM4X18 N.A. Default
392 Rectangular N.A. VM4X18 N.A. Default
393 Rectangular N.A. VM4X18 N.A. Default
394 Rectangular N.A. VM4X18 N.A. Default
395 Rectangular N.A. VM4X18 N.A. Default
396 Rectangular N.A. VM4X18 N.A. Default
397 Rectangular N.A. VM4X18 N.A. Default
398 Rectangular N.A. VM4X18 N.A. Default
399 Rectangular N.A. VM4X18 N.A. Default
400 Rectangular N.A. VM4X18 N.A. Default
401 Rectangular N.A. VM4X18 N.A. Default
402 Rectangular N.A. VM4X18 N.A. Default
403 Rectangular N.A. VM4X18 N.A. Default
404 Rectangular N.A. VM4X18 N.A. Default
405 Rectangular N.A. VM4X18 N.A. Default
406 Rectangular N.A. VM4X18 N.A. Default
407 Rectangular N.A. VM4X18 N.A. Default
408 Section Designer N.A. 2VM4X18 N.A. Default
431 Rectangular N.A. VM16X30 N.A. Default
432 Rectangular N.A. VM16X30 N.A. Default
433 Rectangular N.A. VM4X18 N.A. Default
434 Rectangular N.A. VM4X18 N.A. Default
435 Rectangular N.A. VM4X18 N.A. Default
436 Rectangular N.A. VM4X18 N.A. Default
437 Rectangular N.A. VM4X18 N.A. Default
438 Rectangular N.A. VM4X18 N.A. Default
439 Rectangular N.A. VM4X18 N.A. Default
440 Rectangular N.A. VM4X18 N.A. Default
441 Rectangular N.A. VM4X18 N.A. Default
442 Rectangular N.A. VM4X18 N.A. Default
443 Rectangular N.A. VM4X18 N.A. Default
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 36 of 45
Table: Frame Section Assignments
Frame SectionType AutoSelect AnalSect DesignSect MatProp
444 Rectangular N.A. VM4X18 N.A. Default
445 Rectangular N.A. VM4X18 N.A. Default
446 Rectangular N.A. VM4X18 N.A. Default
447 Rectangular N.A. VM4X18 N.A. Default
448 Rectangular N.A. VM4X18 N.A. Default
449 Rectangular N.A. VM4X18 N.A. Default
450 Rectangular N.A. VM4X18 N.A. Default
451 Rectangular N.A. VM4X18 N.A. Default
452 Rectangular N.A. VM4X18 N.A. Default
453 Rectangular N.A. VM4X18 N.A. Default
454 Rectangular N.A. VM4X18 N.A. Default
455 Rectangular N.A. VM4X18 N.A. Default
456 Rectangular N.A. VM4X18 N.A. Default
457 Rectangular N.A. VM4X18 N.A. Default
458 Rectangular N.A. VM4X18 N.A. Default
459 Rectangular N.A. VM4X18 N.A. Default
460 Rectangular N.A. VM4X18 N.A. Default
461 Rectangular N.A. VM4X18 N.A. Default
462 Section Designer N.A. 2VM4X18 N.A. Default
485 Rectangular N.A. VM16X30 N.A. Default
486 Rectangular N.A. VM16X30 N.A. Default
487 Rectangular N.A. VM4X18 N.A. Default
488 Rectangular N.A. VM4X18 N.A. Default
489 Rectangular N.A. VM4X18 N.A. Default
490 Rectangular N.A. VM4X18 N.A. Default
491 Rectangular N.A. VM4X18 N.A. Default
492 Rectangular N.A. VM4X18 N.A. Default
493 Rectangular N.A. VM4X18 N.A. Default
494 Rectangular N.A. VM4X18 N.A. Default
495 Rectangular N.A. VM4X18 N.A. Default
496 Rectangular N.A. VM4X18 N.A. Default
497 Rectangular N.A. VM4X18 N.A. Default
498 Rectangular N.A. VM4X18 N.A. Default
499 Rectangular N.A. VM4X18 N.A. Default
500 Rectangular N.A. VM4X18 N.A. Default
501 Rectangular N.A. VM4X18 N.A. Default
502 Rectangular N.A. VM4X18 N.A. Default
503 Rectangular N.A. VM4X18 N.A. Default
504 Rectangular N.A. VM4X18 N.A. Default
505 Rectangular N.A. VM4X18 N.A. Default
506 Rectangular N.A. VM4X18 N.A. Default
507 Rectangular N.A. VM4X18 N.A. Default
508 Rectangular N.A. VM4X18 N.A. Default
509 Rectangular N.A. VM4X18 N.A. Default
510 Rectangular N.A. VM4X18 N.A. Default
511 Rectangular N.A. VM4X18 N.A. Default
512 Rectangular N.A. VM4X18 N.A. Default
513 Rectangular N.A. VM4X18 N.A. Default
514 Rectangular N.A. VM4X18 N.A. Default
515 Rectangular N.A. VM4X18 N.A. Default
516 Section Designer N.A. 2VM4X18 N.A. Default
539 Rectangular N.A. VM16X30 N.A. Default
540 Rectangular N.A. VM16X30 N.A. Default
541 Rectangular N.A. VM4X18 N.A. Default
542 Rectangular N.A. VM4X18 N.A. Default
543 Rectangular N.A. VM4X18 N.A. Default
544 Rectangular N.A. VM4X18 N.A. Default
545 Rectangular N.A. VM4X18 N.A. Default
546 Rectangular N.A. VM4X18 N.A. Default
547 Rectangular N.A. VM4X18 N.A. Default
548 Rectangular N.A. VM4X18 N.A. Default
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 37 of 45
Table: Frame Section Assignments
Frame SectionType AutoSelect AnalSect DesignSect MatProp
549 Rectangular N.A. VM4X18 N.A. Default
550 Rectangular N.A. VM4X18 N.A. Default
551 Rectangular N.A. VM4X18 N.A. Default
552 Rectangular N.A. VM4X18 N.A. Default
553 Rectangular N.A. VM4X18 N.A. Default
554 Rectangular N.A. VM4X18 N.A. Default
555 Rectangular N.A. VM4X18 N.A. Default
556 Rectangular N.A. VM4X18 N.A. Default
557 Rectangular N.A. VM4X18 N.A. Default
558 Rectangular N.A. VM4X18 N.A. Default
559 Rectangular N.A. VM4X18 N.A. Default
560 Rectangular N.A. VM4X18 N.A. Default
561 Rectangular N.A. VM4X18 N.A. Default
562 Rectangular N.A. VM4X18 N.A. Default
563 Rectangular N.A. VM4X18 N.A. Default
564 Rectangular N.A. VM4X18 N.A. Default
565 Rectangular N.A. VM4X18 N.A. Default
566 Rectangular N.A. VM4X18 N.A. Default
567 Rectangular N.A. VM4X18 N.A. Default
568 Rectangular N.A. VM4X18 N.A. Default
569 Rectangular N.A. VM4X18 N.A. Default
810 Rectangular N.A. VM4X18 N.A. Default
811 Rectangular N.A. VM4X18 N.A. Default
Table: Frame Section Properties 01 - General, Part 1 of 6
Table: Frame Section Properties 01 - General, Part 1 of 6
SectionName Material Shape t3 t2 Area TorsConst
m m m2 m4
2VM4X18 ESS4 SD Section 0.0144 6.62E-06
PIL23 ESS4 Circle 0.23 0.041548 0.000275
R15 ESS4 Circle 0.15 0.017671 5E-05
VM14X42 ESS4 Rectangular 0.42 0.14 0.0588 0.000304
VM16X30 ESS4 Rectangular 0.3 0.16 0.048 0.000273
VM17X42 ESS4 Rectangular 0.42 0.17 0.0714 0.000513
VM4X18 ESS4 Rectangular 0.18 0.04 0.0072 3.303E-06
VM7X18 ESS4 Rectangular 0.18 0.07 0.0126 1.6E-05
Table: Frame Section Properties 01 - General, Part 2 of 6
Table: Frame Section Properties 01 - General, Part 2 of 6
SectionName I33 I22 I23 AS2 AS3 S33 S22
m4 m4 m4 m2 m2 m3 m3
2VM4X18 3.9E-05 0.000227 0 0.01206 0.0144 0.000432 0.001565
PIL23 0.000137 0.000137 0 0.037393 0.037393 0.001194 0.001194
R15 2.5E-05 2.5E-05 0 0.015904 0.015904 0.000331 0.000331
VM14X42 0.000864 9.6E-05 0 0.049 0.049 0.004116 0.001372
VM16X30 0.00036 0.000102 0 0.04 0.04 0.0024 0.00128
VM17X42 0.00105 0.000172 0 0.0595 0.0595 0.004998 0.002023
VM4X18 1.9E-05 9.6E-07 0 0.006 0.006 0.000216 4.8E-05
VM7X18 3.4E-05 5.145E-06 0 0.0105 0.0105 0.000378 0.000147
Table: Frame Section Properties 01 - General, Part 3 of 6
Table: Frame Section Properties 01 - General, Part 3 of 6
SectionName Z33 Z22 R33 R22 ConcCol ConcBeam Color
m3 m3 m m
2VM4X18 0.000648 0.0018 0.051962 0.125532 No No Yellow
PIL23 0.002028 0.002028 0.0575 0.0575 No No 16744448
R15 0.000563 0.000563 0.0375 0.0375 No No Red
VM14X42 0.006174 0.002058 0.121244 0.040415 No No Red
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 38 of 45
Table: Frame Section Properties 01 - General, Part 3 of 6
SectionName Z33 Z22 R33 R22 ConcCol ConcBeam Color
m3 m3 m m
VM16X30 0.0036 0.00192 0.086603 0.046188 No No Yellow
VM17X42 0.007497 0.003035 0.121244 0.049075 No No 16744448
VM4X18 0.000324 7.2E-05 0.051962 0.011547 No No 65408
VM7X18 0.000567 0.000221 0.051962 0.020207 No No Red
Table: Frame Section Properties 01 - General, Part 4 of 6
Table: Frame Section Properties 01 - General, Part 4 of 6
SectionName TotalWt TotalMass FromFile AMod A2Mod A3Mod JMod
Tonf Tonf-s2/m
2VM4X18 0.1685 0.01718 No 1 1 1 1
PIL23 3.5918 0.37 No 1 1 1 1
R15 1.3884 0.14 No 1 1 1 1
VM14X42 0 0 No 1 1 1 1
VM16X30 1.8782 0.19 No 1 1 1 1
VM17X42 0 0 No 1 1 1 1
VM4X18 1.0961 0.11 No 1 1 1 1
VM7X18 0 0 No 1 1 1 1
Table: Frame Section Properties 01 - General, Part 5 of 6
Table: Frame Section Properties 01 - General, Part 5 of 6
SectionName I2Mod I3Mod MMod WMod GUID
2VM4X18 1 1 1 1
PIL23 1 1 1 1
R15 1 1 1 1
VM14X42 1 1 1 1
VM16X30 1 1 1 1
VM17X42 1 1 1 1
VM4X18 1 1 1 1
VM7X18 1 1 1 1
Table: Frame Section Properties 01 - General, Part 6 of 6
Table: Frame Section Properties 01 - General, Part 6 of 6
SectionName Notes
2VM4X18 .
PIL23 .
R15
VM14X42
VM16X30
VM17X42
VM4X18
VM7X18
Table: Function - Response Spectrum - User
Table: Function - Response Spectrum - User
Name Period Accel FuncDamp
Sec
UNIFRS 0 1 0.05
UNIFRS 1 1
Espectro 0 0.44 0.05
Espectro 0.72 0.44
Espectro 0.972 0.3259
Espectro 1.224 0.2588
Espectro 1.476 0.2146
Espectro 1.728 0.1833
Espectro 1.98 0.16
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 39 of 45
Table: Function - Response Spectrum - User
Name Period Accel FuncDamp
Sec
Espectro 2.232 0.1419
Espectro 2.736 0.1158
Espectro 3.24 0.0978
Espectro 3.744 0.0846
Espectro 4.248 0.0746
Espectro 4.752 0.0667
Espectro 5.256 0.0603
Espectro 5.76 0.055
Espectro 6.768 0.0398
Espectro 7.776 0.0302
Espectro 8.784 0.0236
Espectro 9.792 0.019
Espectro 10.8 0.0156
Table: Joint Restraint Assignments
Table: Joint Restraint Assignments
Joint U1 U2 U3 R1 R2 R3
3 No No Yes No No No
96 No No Yes No No No
115 No No Yes No No No
130 No No Yes No No No
145 No No Yes No No No
160 No No Yes No No No
175 No No Yes No No No
190 No No Yes No No No
205 No No Yes No No No
220 No No Yes No No No
235 No No Yes No No No
250 No No Yes No No No
290 No No Yes No No No
327 No No Yes No No No
Table: Joint Spring Assignments 1 - Uncoupled
Table: Joint Spring Assignments 1 - Uncoupled
Joint CoordSys U1 U2 U3 R1 R2 R3
Tonf/m Tonf/m Tonf/m Tonf-m/rad Tonf-m/rad Tonf-m/rad
2 GLOBAL 267 267 0 0 0 0
11 GLOBAL 126 126 0 0 0 0
13 GLOBAL 267 267 0 0 0 0
14 GLOBAL 216 216 0 0 0 0
15 GLOBAL 165 165 0 0 0 0
19 GLOBAL 4 4 0 0 0 0
21 GLOBAL 87 87 0 0 0 0
22 GLOBAL 48 48 0 0 0 0
23 GLOBAL 8 8 0 0 0 0
24 GLOBAL 4 4 0 0 0 0
3 GLOBAL 578 578 127 0 0 0
12 GLOBAL 423 423 0 0 0 0
16 GLOBAL 267 267 0 0 0 0
17 GLOBAL 267 267 0 0 0 0
18 GLOBAL 267 267 0 0 0 0
86 GLOBAL 267 267 0 0 0 0
87 GLOBAL 126 126 0 0 0 0
88 GLOBAL 267 267 0 0 0 0
89 GLOBAL 216 216 0 0 0 0
90 GLOBAL 165 165 0 0 0 0
91 GLOBAL 4 4 0 0 0 0
92 GLOBAL 87 87 0 0 0 0
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 40 of 45
Table: Joint Spring Assignments 1 - Uncoupled
Joint CoordSys U1 U2 U3 R1 R2 R3
Tonf/m Tonf/m Tonf/m Tonf-m/rad Tonf-m/rad Tonf-m/rad
93 GLOBAL 48 48 0 0 0 0
94 GLOBAL 8 8 0 0 0 0
95 GLOBAL 4 4 0 0 0 0
96 GLOBAL 578 578 127 0 0 0
97 GLOBAL 423 423 0 0 0 0
98 GLOBAL 267 267 0 0 0 0
99 GLOBAL 267 267 0 0 0 0
100 GLOBAL 267 267 0 0 0 0
101 GLOBAL 267 267 0 0 0 0
102 GLOBAL 126 126 0 0 0 0
103 GLOBAL 267 267 0 0 0 0
104 GLOBAL 216 216 0 0 0 0
105 GLOBAL 165 165 0 0 0 0
106 GLOBAL 4 4 0 0 0 0
107 GLOBAL 87 87 0 0 0 0
108 GLOBAL 48 48 0 0 0 0
109 GLOBAL 8 8 0 0 0 0
110 GLOBAL 4 4 0 0 0 0
115 GLOBAL 578 578 127 0 0 0
116 GLOBAL 423 423 0 0 0 0
117 GLOBAL 267 267 0 0 0 0
118 GLOBAL 267 267 0 0 0 0
119 GLOBAL 267 267 0 0 0 0
120 GLOBAL 267 267 0 0 0 0
121 GLOBAL 126 126 0 0 0 0
122 GLOBAL 267 267 0 0 0 0
123 GLOBAL 216 216 0 0 0 0
124 GLOBAL 165 165 0 0 0 0
125 GLOBAL 4 4 0 0 0 0
126 GLOBAL 87 87 0 0 0 0
127 GLOBAL 48 48 0 0 0 0
128 GLOBAL 8 8 0 0 0 0
129 GLOBAL 4 4 0 0 0 0
130 GLOBAL 578 578 127 0 0 0
131 GLOBAL 423 423 0 0 0 0
132 GLOBAL 267 267 0 0 0 0
133 GLOBAL 267 267 0 0 0 0
134 GLOBAL 267 267 0 0 0 0
135 GLOBAL 267 267 0 0 0 0
136 GLOBAL 126 126 0 0 0 0
137 GLOBAL 267 267 0 0 0 0
138 GLOBAL 216 216 0 0 0 0
139 GLOBAL 165 165 0 0 0 0
140 GLOBAL 4 4 0 0 0 0
141 GLOBAL 87 87 0 0 0 0
142 GLOBAL 48 48 0 0 0 0
143 GLOBAL 8 8 0 0 0 0
144 GLOBAL 4 4 0 0 0 0
145 GLOBAL 578 578 127 0 0 0
146 GLOBAL 423 423 0 0 0 0
147 GLOBAL 267 267 0 0 0 0
148 GLOBAL 267 267 0 0 0 0
149 GLOBAL 267 267 0 0 0 0
150 GLOBAL 267 267 0 0 0 0
151 GLOBAL 126 126 0 0 0 0
152 GLOBAL 267 267 0 0 0 0
153 GLOBAL 216 216 0 0 0 0
154 GLOBAL 165 165 0 0 0 0
155 GLOBAL 4 4 0 0 0 0
156 GLOBAL 87 87 0 0 0 0
157 GLOBAL 48 48 0 0 0 0
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 41 of 45
Table: Joint Spring Assignments 1 - Uncoupled
Joint CoordSys U1 U2 U3 R1 R2 R3
Tonf/m Tonf/m Tonf/m Tonf-m/rad Tonf-m/rad Tonf-m/rad
158 GLOBAL 8 8 0 0 0 0
159 GLOBAL 4 4 0 0 0 0
160 GLOBAL 578 578 127 0 0 0
161 GLOBAL 423 423 0 0 0 0
162 GLOBAL 267 267 0 0 0 0
163 GLOBAL 267 267 0 0 0 0
164 GLOBAL 267 267 0 0 0 0
165 GLOBAL 267 267 0 0 0 0
166 GLOBAL 126 126 0 0 0 0
167 GLOBAL 267 267 0 0 0 0
168 GLOBAL 216 216 0 0 0 0
169 GLOBAL 165 165 0 0 0 0
170 GLOBAL 4 4 0 0 0 0
171 GLOBAL 87 87 0 0 0 0
172 GLOBAL 48 48 0 0 0 0
173 GLOBAL 8 8 0 0 0 0
174 GLOBAL 4 4 0 0 0 0
175 GLOBAL 578 578 127 0 0 0
176 GLOBAL 423 423 0 0 0 0
177 GLOBAL 267 267 0 0 0 0
178 GLOBAL 267 267 0 0 0 0
179 GLOBAL 267 267 0 0 0 0
180 GLOBAL 267 267 0 0 0 0
181 GLOBAL 126 126 0 0 0 0
182 GLOBAL 267 267 0 0 0 0
183 GLOBAL 216 216 0 0 0 0
184 GLOBAL 165 165 0 0 0 0
185 GLOBAL 4 4 0 0 0 0
186 GLOBAL 87 87 0 0 0 0
187 GLOBAL 48 48 0 0 0 0
188 GLOBAL 8 8 0 0 0 0
189 GLOBAL 4 4 0 0 0 0
190 GLOBAL 578 578 127 0 0 0
191 GLOBAL 423 423 0 0 0 0
192 GLOBAL 267 267 0 0 0 0
193 GLOBAL 267 267 0 0 0 0
194 GLOBAL 267 267 0 0 0 0
195 GLOBAL 267 267 0 0 0 0
196 GLOBAL 126 126 0 0 0 0
197 GLOBAL 267 267 0 0 0 0
198 GLOBAL 216 216 0 0 0 0
199 GLOBAL 165 165 0 0 0 0
200 GLOBAL 4 4 0 0 0 0
201 GLOBAL 87 87 0 0 0 0
202 GLOBAL 48 48 0 0 0 0
203 GLOBAL 8 8 0 0 0 0
204 GLOBAL 4 4 0 0 0 0
205 GLOBAL 578 578 127 0 0 0
206 GLOBAL 423 423 0 0 0 0
207 GLOBAL 267 267 0 0 0 0
208 GLOBAL 267 267 0 0 0 0
209 GLOBAL 267 267 0 0 0 0
210 GLOBAL 267 267 0 0 0 0
211 GLOBAL 126 126 0 0 0 0
212 GLOBAL 267 267 0 0 0 0
213 GLOBAL 216 216 0 0 0 0
214 GLOBAL 165 165 0 0 0 0
215 GLOBAL 4 4 0 0 0 0
216 GLOBAL 87 87 0 0 0 0
217 GLOBAL 48 48 0 0 0 0
218 GLOBAL 8 8 0 0 0 0
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 42 of 45
Table: Joint Spring Assignments 1 - Uncoupled
Joint CoordSys U1 U2 U3 R1 R2 R3
Tonf/m Tonf/m Tonf/m Tonf-m/rad Tonf-m/rad Tonf-m/rad
219 GLOBAL 4 4 0 0 0 0
220 GLOBAL 578 578 127 0 0 0
221 GLOBAL 423 423 0 0 0 0
222 GLOBAL 267 267 0 0 0 0
223 GLOBAL 267 267 0 0 0 0
224 GLOBAL 267 267 0 0 0 0
225 GLOBAL 267 267 0 0 0 0
226 GLOBAL 126 126 0 0 0 0
227 GLOBAL 267 267 0 0 0 0
228 GLOBAL 216 216 0 0 0 0
229 GLOBAL 165 165 0 0 0 0
230 GLOBAL 4 4 0 0 0 0
231 GLOBAL 87 87 0 0 0 0
232 GLOBAL 48 48 0 0 0 0
233 GLOBAL 8 8 0 0 0 0
234 GLOBAL 4 4 0 0 0 0
235 GLOBAL 578 578 127 0 0 0
236 GLOBAL 423 423 0 0 0 0
237 GLOBAL 267 267 0 0 0 0
238 GLOBAL 267 267 0 0 0 0
239 GLOBAL 267 267 0 0 0 0
240 GLOBAL 267 267 0 0 0 0
241 GLOBAL 126 126 0 0 0 0
242 GLOBAL 267 267 0 0 0 0
243 GLOBAL 216 216 0 0 0 0
244 GLOBAL 165 165 0 0 0 0
245 GLOBAL 4 4 0 0 0 0
246 GLOBAL 87 87 0 0 0 0
247 GLOBAL 48 48 0 0 0 0
248 GLOBAL 8 8 0 0 0 0
249 GLOBAL 4 4 0 0 0 0
250 GLOBAL 578 578 127 0 0 0
251 GLOBAL 423 423 0 0 0 0
252 GLOBAL 267 267 0 0 0 0
253 GLOBAL 267 267 0 0 0 0
254 GLOBAL 267 267 0 0 0 0
276 GLOBAL 267 267 0 0 0 0
281 GLOBAL 126 126 0 0 0 0
282 GLOBAL 267 267 0 0 0 0
283 GLOBAL 216 216 0 0 0 0
284 GLOBAL 165 165 0 0 0 0
285 GLOBAL 4 4 0 0 0 0
286 GLOBAL 87 87 0 0 0 0
287 GLOBAL 48 48 0 0 0 0
288 GLOBAL 8 8 0 0 0 0
289 GLOBAL 4 4 0 0 0 0
290 GLOBAL 578 578 127 0 0 0
291 GLOBAL 423 423 0 0 0 0
292 GLOBAL 267 267 0 0 0 0
293 GLOBAL 267 267 0 0 0 0
294 GLOBAL 267 267 0 0 0 0
295 GLOBAL 267 267 0 0 0 0
296 GLOBAL 126 126 0 0 0 0
297 GLOBAL 267 267 0 0 0 0
298 GLOBAL 216 216 0 0 0 0
317 GLOBAL 165 165 0 0 0 0
318 GLOBAL 4 4 0 0 0 0
323 GLOBAL 87 87 0 0 0 0
324 GLOBAL 48 48 0 0 0 0
325 GLOBAL 8 8 0 0 0 0
326 GLOBAL 4 4 0 0 0 0
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 43 of 45
Table: Joint Spring Assignments 1 - Uncoupled
Joint CoordSys U1 U2 U3 R1 R2 R3
Tonf/m Tonf/m Tonf/m Tonf-m/rad Tonf-m/rad Tonf-m/rad
327 GLOBAL 578 578 127 0 0 0
328 GLOBAL 423 423 0 0 0 0
329 GLOBAL 267 267 0 0 0 0
330 GLOBAL 267 267 0 0 0 0
331 GLOBAL 267 267 0 0 0 0
Table: Load Case Definitions, Part 1 of 3
Table: Load Case Definitions, Part 1 of 3
Case Type InitialCond ModalCase BaseCase MassSource DesTypeOpt DesignType
DEAD LinStatic Zero Prog Det Dead
MODAL LinModal Zero Prog Det Other
CV LinStatic Zero Prog Det Live
CM LinStatic Zero Prog Det Super Dead
W LinStatic Zero Prog Det Wind
TT LinStatic Zero Prog Det Other
eqx LinRespSpec MODAL Prog Det Quake
eqy LinRespSpec MODAL Prog Det Quake
fhex LinStatic Zero Prog Det Quake
fhey LinStatic Zero Prog Det Quake
fhexD LinStatic Zero Prog Det Quake
fheyD LinStatic Zero Prog Det Quake
Table: Load Case Definitions, Part 2 of 3
Table: Load Case Definitions, Part 2 of 3
Case DesActOpt DesignAct AutoType RunCase CaseStatus GUID
DEAD Prog Det Non-Composite
None Yes Finished d02f99af-eceb-4a89-864b-62caba6210aa
MODAL Prog Det Other None Yes Finished 19950c43-4c30-4c0a-9c8f-2cfd4720f964
CV Prog Det Short-Term Composite
None Yes Finished c2110d73-1104-4327-8e48-b1934cb16abb
CM Prog Det Long-Term Composite
None Yes Finished bebb5d02-697b-4b5d-abe9-87d6bd795f03
W Prog Det Short-Term Composite
None Yes Finished 20544b5b-64b6-4008-b77c-d90aa5d28d99
TT Prog Det Other None Yes Finished bebb2054-1115-4705-88bb-7050302d0e00
eqx Prog Det Short-Term Composite
None Yes Finished 0c539e05-9c26-4c63-b853-6f2a56261d69
eqy Prog Det Short-Term Composite
None Yes Finished 0c539e05-9c26-4c63-b853-6f2a56261d69
fhex Prog Det Short-Term Composite
None Yes Finished 58bebc13-5325-4c39-bc98-91e27595ba1e
fhey Prog Det Short-Term Composite
None Yes Finished 2b2d9311-847c-4860-8c3b-8b7fa8498a28
fhexD Prog Det Short-Term Composite
None Yes Finished 85727d94-0133-43f2-81ff-e885e18080a2
fheyD Prog Det Short-Term Composite
None Yes Finished 08c1ca0d-0827-41d5-a9c4-6357d6a36395
Table: Load Case Definitions, Part 3 of 3
Table: Load Case Definitions, Part 3 of 3
Case Notes
DEAD
MODAL
CV
CM
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 44 of 45
Table: Load Case Definitions, Part 3 of 3
Case Notes
W
TT
eqx
eqy
fhex
fhey
fhexD
fheyD
Table: Load Pattern Definitions
Table: Load Pattern Definitions
LoadPat DesignType SelfWtMult AutoLoad GUID Notes
DEAD Dead 1 4fd67c62-9ff9-4433-af59-d11166909eb7
CV Live 0 0cdc32c8-b7db-4c30-b0a9-8d0cff378908
CM Super Dead 0 6b2a8701-e1ee-4539-b73a-929b988d86c8
W Wind 0 None 63f003ab-b84b-4bf3-a2c8-87a3bb0a3ada
fhex Quake 0 USER COEFF 9c217242-69aa-428b-b90b-ab8e43bcf5ff
fhey Quake 0 USER COEFF 1ea9cd91-2298-4733-b2c1-7c2fdc65d674
fhexD Quake 0 USER COEFF 83b03536-83e0-4bc6-850f-76ef55b022df
fheyD Quake 0 USER COEFF 863f192c-7209-4662-ace7-817203f4133b
Table: Material Properties 01 - General, Part 1 of 2
Table: Material Properties 01 - General, Part 1 of 2
Material Type Grade SymType TempDepend Color GUID
4000Psi Concrete f'c 4000 psi Isotropic No Green
A416Gr270 Tendon Grade 270 Uniaxial No Gray8Dark
A615Gr60 Rebar Grade 60 Uniaxial No Yellow
A992Fy50 Steel Grade 50 Isotropic No Blue
ESS4 Other Isotropic No Yellow
Table: Material Properties 01 - General, Part 2 of 2
Table: Material Properties 01 - General, Part 2 of 2
Material Notes
4000Psi Customary f'c 4000 psi
A416Gr270 ASTM A416 Grade 270
A615Gr60 ASTM A615 Grade 60
A992Fy50 ASTM A992 Grade 50
ESS4 MAT added 12/02/2019
Table: Material Properties 02 - Basic Mechanical Properties
Table: Material Properties 02 - Basic Mechanical Properties
Material UnitWeight UnitMass E1 G12 U12 A1
Tonf/m3 Tonf-s2/m4 Tonf/m2 Tonf/m2 1/C
4000Psi 2.40276966513304
0.245014307299924
2534563.54 1056068.14 0.2 9.89999952793124E-06
A416Gr270 7.84904757236607
0.80038007068661
20037484.34 1.16999994421006E-05
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 45 of 45
Table: Material Properties 02 - Basic Mechanical Properties
Material UnitWeight UnitMass E1 G12 U12 A1
Tonf/m3 Tonf-s2/m4 Tonf/m2 Tonf/m2 1/C
A615Gr60 7.84904757236607
0.80038007068661
20389019.16 1.16999994421006E-05
A992Fy50 7.84904757236607
0.80038007068661
20389019.16 7841930.45 0.3 1.16999994421006E-05
ESS4 0.65 0.0662815524944573
968730.38 387492.15 0.25 1.17E-05
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
5. ANÁLISIS DE FUERZA SÍSMICA
SISTEMA DE PÓRTICOS Y DIAGONALES
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
DI2001-PS3-TIPO
Coeficiente [Ct]: 0.072
0.72 [Seg]
5.76 [Seg]
0.10
Periodo corto [Tc]:
Periodo largo [Tl]:
Aceleración Horizontal [Aa]:
Coeficiente [Fa]:
ANÁLISIS SÍSMICO ESTÁTICO
COEFICIENTES ESPECTRALES DE DISEÑO
Zona De Microzonificación:
Periodo inicial [To]: 0.15 [Seg]
1.46
2.80 [m]
0.10
1.60
Cortante Basal por FHE [Vs]: 85.24 KN
REVISION DE RESULTADOS Vs EL PROGRAMA
Aceleración espectral [Sa]: 0.440 (g)
Peso total estructura [W]: 193.72 KN
Se deberá ajustar el modelo con el factor de masa para poder
tener una coincidencia con los datos hechos manualmente
versus los datos desarrollados por el proceso interno del
programa, este coeficiente se deberá sumar a la masa que
tomo el programa en la aplicación "define mass source"
Exponente relacionado a T [k]: 1.00
Periodo final de diseño [T]:
Aceleración espectral [Sa]:
NSR-10
Max. periodo estim.[Ta max]: 0.24 [Seg]
Coeficiente de importancia [I]: 1.10
Periodo Dinámico [Td]:
0.16 [Seg]
0.40 [Seg]
Coeficiente [Fv]:
Aceleración Vertical [Av]:
Coef. periodo máximo [Cu]:
Altura de la edificación [Hn]:
Periodo Estimado. Inicial [Ta]:
2.40
ACELERACIÓN MÁXIMA HORIZONTAL DE DISEÑO
Sistema estructural:
0.440 (g)
0.40 [Seg]
Peso total estructura [W]: 193.72 KN
Cortante Basal por FHE [Vs]: 85.24 KN
COEFICIENTE DE DISIPACION DE ENERGIA
Coeficiente básico [Ro]: 2.00
Coeficiente de reducción [fa]: 1.00
Coeficiente de reducción [fp]: 1.00
Coeficiente de reducción [fr]: 1.00
Coeficiente de diseño [R]: 2.00
Resultados por tabla
El factor de ajuste al modelo nunca podra superar del 5% de la masa total, si el factor de ajuste es mayor a el 5% se debera revisar el modelo o el metodo de analisis sismico.
Resultados por porgrama
1.02
1.02
Peso total estructura [W]:
Cortante Basal por FHE [Vs]:Cortante Basal por FHE [Vs]: 83.31 KN
Factor de ajuste al modeloAceleración espectral [Sa]: 0.440 (g)
Peso total estructura [W]: 190.30 KN
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.00 1.00 2.00 3.00 4.00 5.00
Sa
[g
]
T [seg]
SISTEMA DE PÓRTICOS Y DIAGONALES
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
Coef. periodo maximo [Cu]: 1.46
Altura de la edificación [Hn]: 2.80 (m)
Periodo Estimado. Inicial [Ta]: 0.16 (Seg)
DI2001-PS3-TIPO
ANALISIS SÍSMICO DINÁMICO
ACELERACIÓN MÁXIMA HORIZONTAL DE DISEÑO SEGÚN FHE
Sistema estructural:
Coeficiente [Ct]: 0.072
Coeficiente de importancia [I]: 1.10
Exponente relacionado a T [k]: 1.00
Aceleración espectral [Sa]: 0.440 (g)
Periodo Dinamico [Td]: 0.40 (Seg)
Max. periodo estim.[Ta max]: 0.24 (Seg)
Periodo final de diseño [T]: 0.40 (Seg)
Peso total estructura [W]: 193.72 KN
Cortante Basal por FHE [Vs]: 85.24 KN
CORTANTES DINÁMICOS BASALES
SPEC MODE DIR F1 F2 F3 M1 M2 M3
eqx LinRespSpec Max 80.5 0.0 0.0
0.0 116.1
Cortante en sentido X-X [Vdx-x]: 80.5 KN Norma a diseñar: NSR-10
0.0 551.1 1033.3
eqy LinRespSpec Max 0.0 77.4 0.0 526.6
7.9 T T dinámico para diseño [Tdis]: 0.24 (Seg)
AJUSTES A LOS RESULTADOS
Periodo final de diseño [T]: 0.24 (Seg) Existe Irregularidad en Planta: No existe
8.2 T Periodo Din. de la estructura: 0.40 (Seg)
Máximo T dinámico según norma: 0.24 (Seg)Cortante en sentido Y-Y [Vdy-y-]: 77.4 KN
Aceleración espectral [Sa]: 0.788 (g) Porcentaje Ajuste de Vs: 80%
Peso total estructura [W]: 193.72 KN
Coeficiente de importancia [I]: 1.10 Existe Irregularidad en Altura: No existe
Exponente relacionado a T [k]: 1.00 Calificación de la estructura: Regular
9.81
SENTIDO Y 0.88 ACELERACION Y 9.81
Cortante Basal por FHE [Vs]: 85.24 KN
A.5.4.5 — AJUSTE DE LOS RESULTADOS — El valor del cortante dinámico total en la base, Vtj , obtenido después de realizar la combinación modal, para cualquiera de las direcciones de análisis, j , no puede ser menor que el 80 por ciento para estructuras regulares, o que el 90 por ciento para estructuras irregulares, del cortante sísmico en la base, Vs , calculado por el método de la fuerza horizontal equivalente del Capítulo A.4.
Cortante Basal ajuste [Vds]: 68.19 KN
AJUSTE PARA EL MODELO
SENTIDO X 0.85 ACELERACION X
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0 0.5 1 1.5 2 2.5 3
Sa
[g
]
T [seg]
SAP2000 v22.2.0 - License #2010*1HUYLWTMBRWAZGG Marzo 2021
ESTRUCTURAS SOSTENIBLES
Table: Modal Load Participation Ratios
Table: Modal Load Participation Ratios
OutputCase ItemType Item Static Dynamic
Percent Percent
MODAL Acceleration UX 99.9588 90.7225
MODAL Acceleration UY 99.962 89.7958
Table: Modal Participating Mass Ratios, Part 1 of 3
Table: Modal Participating Mass Ratios, Part 1 of 3
OutputCase StepType StepNum Period UX UY UZ SumUX SumUY
Sec
MODAL Mode 1 0.393855 1.441E-18 0.888876 1.364E-06 1.441E-18 0.888876
MODAL Mode 2 0.34874 0.804901 1.737E-17 1.375E-16 0.804901 0.888876
MODAL Mode 3 0.341973 0.011813 1.439E-19 6.785E-17 0.816714 0.888876
MODAL Mode 4 0.327016 0.052276 1.561E-16 1.966E-16 0.86899 0.888876
MODAL Mode 5 0.309291 0.002408 1.582E-16 9.975E-16 0.871398 0.888876
MODAL Mode 6 0.286566 0.012348 7.898E-18 0 0.883746 0.888876
MODAL Mode 7 0.266485 5.7E-05 1.034E-15 4.207E-16 0.883804 0.888876
MODAL Mode 8 0.244098 0.00628 1.821E-20 2.782E-16 0.890083 0.888876
MODAL Mode 9 0.226983 0.001554 1.16E-15 6.096E-15 0.891637 0.888876
MODAL Mode 10 0.21008 0.002438 3.439E-17 1.172E-15 0.894075 0.888876
MODAL Mode 11 0.1963 4.5E-05 1.012E-16 5.107E-15 0.89412 0.888876
MODAL Mode 12 0.185167 0.000324 3.168E-18 5.681E-17 0.894445 0.888876
MODAL Mode 13 0.173881 6.664E-06 4.422E-17 7.001E-15 0.894451 0.888876
MODAL Mode 14 0.136264 0.000722 9.868E-16 9.91E-15 0.895173 0.888876
MODAL Mode 15 0.12579 0.000133 8.141E-16 1.269E-14 0.895306 0.888876
MODAL Mode 16 0.118737 1.137E-06 4.007E-17 4.781E-13 0.895307 0.888876
MODAL Mode 17 0.118152 4.323E-14 8.2E-05 0.001901 0.895307 0.888959
MODAL Mode 18 0.118069 5.587E-07 1.162E-14 1.124E-13 0.895308 0.888959
MODAL Mode 19 0.116374 1.645E-07 1.539E-15 3.794E-15 0.895308 0.888959
MODAL Mode 20 0.115544 8.792E-15 2E-05 0.005019 0.895308 0.888979
MODAL Mode 21 0.113536 3.3E-05 4.509E-16 4.725E-15 0.895341 0.888979
MODAL Mode 22 0.110636 2.892E-14 2.3E-05 0.000334 0.895341 0.889002
MODAL Mode 23 0.110516 0.000111 4.879E-16 1.369E-14 0.895452 0.889002
MODAL Mode 24 0.10787 4.6E-05 1.158E-14 8.65E-15 0.895498 0.889002
MODAL Mode 25 0.104141 2.44E-06 8.178E-15 4.169E-15 0.895501 0.889002
MODAL Mode 26 0.103939 9.214E-15 0.000766 0.007189 0.895501 0.889768
MODAL Mode 27 0.100382 3.4E-05 3.519E-16 5.212E-16 0.895534 0.889768
MODAL Mode 28 0.09838 4.3E-05 1.362E-14 1.573E-15 0.895577 0.889768
MODAL Mode 29 0.096649 3.805E-15 0.000923 0.000153 0.895577 0.890691
MODAL Mode 30 0.094139 4.7E-05 1.914E-16 6.208E-15 0.895625 0.890691
MODAL Mode 31 0.092869 0.000116 7.529E-16 1.509E-15 0.895741 0.890691
MODAL Mode 32 0.090252 7.156E-16 0.000126 0.014481 0.895741 0.890816
MODAL Mode 33 0.08999 0.000134 4.363E-16 1.015E-17 0.895875 0.890816
MODAL Mode 34 0.086813 1.765E-06 6.128E-15 5.458E-14 0.895876 0.890816
MODAL Mode 35 0.086668 3.548E-06 5.481E-15 1.21E-14 0.89588 0.890816
MODAL Mode 36 0.084932 0.001149 1.017E-15 4.424E-15 0.897029 0.890816
MODAL Mode 37 0.084748 2.709E-16 0.000113 0.000273 0.897029 0.890929
MODAL Mode 38 0.084175 7.3E-05 7.591E-15 1.393E-13 0.897102 0.890929
MODAL Mode 39 0.080866 4.739E-15 2.9E-05 0.042033 0.897102 0.890958
MODAL Mode 40 0.080131 0.000123 9.075E-17 2.185E-13 0.897225 0.890958
SAP2000 v22.2.0 - License #2010*1HUYLWTMBRWAZGG Marzo 2021
ESTRUCTURAS SOSTENIBLES
Table: Modal Participating Mass Ratios, Part 2 of 3
Table: Modal Participating Mass Ratios, Part 2 of 3
OutputCase StepType StepNum SumUZ RX RY RZ SumRX SumRY
MODAL Mode 1 1.364E-06 0.001791 7.296E-17 4.053E-18 0.001791 7.296E-17
MODAL Mode 2 1.364E-06 2.711E-17 0.073629 0.016413 0.001791 0.073629
MODAL Mode 3 1.364E-06 1.17E-16 0.001142 0.744114 0.001791 0.074771
MODAL Mode 4 1.364E-06 4.393E-15 0.004726 0.007302 0.001791 0.079496
MODAL Mode 5 1.364E-06 1.409E-14 0.000266 0.077868 0.001791 0.079762
MODAL Mode 6 1.364E-06 9.762E-16 0.001067 5.8E-05 0.001791 0.080829
MODAL Mode 7 1.364E-06 3.589E-15 2.008E-08 0.022397 0.001791 0.080829
MODAL Mode 8 1.364E-06 1.384E-14 0.000528 0.0019 0.001791 0.081357
MODAL Mode 9 1.364E-06 3.21E-15 0.000214 0.011507 0.001791 0.081571
MODAL Mode 10 1.364E-06 1.099E-17 4.4E-05 0.00145 0.001791 0.081615
MODAL Mode 11 1.364E-06 3.699E-14 5.133E-07 0.001813 0.001791 0.081615
MODAL Mode 12 1.364E-06 1.124E-13 5.338E-06 0.000255 0.001791 0.081621
MODAL Mode 13 1.364E-06 1.259E-14 5.104E-07 0.001737 0.001791 0.081621
MODAL Mode 14 1.364E-06 1.309E-12 3.9E-05 0.001884 0.001791 0.08166
MODAL Mode 15 1.364E-06 2.582E-12 2.7E-05 9.132E-06 0.001791 0.081686
MODAL Mode 16 1.364E-06 1.823E-12 0.000175 0.000455 0.001791 0.081862
MODAL Mode 17 0.001903 0.007946 9.333E-14 3.349E-14 0.009738 0.081862
MODAL Mode 18 0.001903 1.739E-12 6.553E-07 1.3E-05 0.009738 0.081863
MODAL Mode 19 0.001903 2.284E-12 0.001345 5.1E-05 0.009738 0.083207
MODAL Mode 20 0.006921 0.002526 1.137E-13 1.486E-16 0.012264 0.083207
MODAL Mode 21 0.006921 9.684E-13 1.5E-05 6.982E-06 0.012264 0.083222
MODAL Mode 22 0.007255 0.015007 1.68E-14 1.082E-13 0.027271 0.083222
MODAL Mode 23 0.007255 1.219E-12 0.000951 1.27E-06 0.027271 0.084173
MODAL Mode 24 0.007255 2.155E-12 0.000912 1.9E-05 0.027271 0.085086
MODAL Mode 25 0.007255 3.783E-12 0.000253 0.000215 0.027271 0.085339
MODAL Mode 26 0.014444 0.001058 1.19E-15 9.923E-15 0.028328 0.085339
MODAL Mode 27 0.014444 2.469E-12 0.001224 0.000209 0.028328 0.086563
MODAL Mode 28 0.014444 2.623E-12 0.002983 5.6E-05 0.028328 0.089546
MODAL Mode 29 0.014597 0.021655 2.59E-15 5.082E-14 0.049983 0.089546
MODAL Mode 30 0.014597 2.137E-12 4.4E-07 0.000207 0.049983 0.089546
MODAL Mode 31 0.014597 3.633E-13 0.000286 4.1E-05 0.049983 0.089832
MODAL Mode 32 0.029079 0.000865 6.201E-17 3.808E-17 0.050848 0.089832
MODAL Mode 33 0.029079 1.264E-12 0.012445 4.396E-09 0.050848 0.102278
MODAL Mode 34 0.029079 8.122E-14 1.4E-05 0.001034 0.050848 0.102292
MODAL Mode 35 0.029079 6.796E-13 0.000107 0.000105 0.050848 0.102399
MODAL Mode 36 0.029079 6.502E-14 0.123011 1.099E-06 0.050848 0.22541
MODAL Mode 37 0.029352 0.05777 5.081E-15 3.31E-14 0.108618 0.22541
MODAL Mode 38 0.029352 4.155E-13 0.00172 1.6E-05 0.108618 0.227129
MODAL Mode 39 0.071384 8.173E-06 2.563E-16 1.99E-15 0.108626 0.227129
MODAL Mode 40 0.071384 2.231E-13 3E-05 2.5E-05 0.108626 0.227159
Table: Modal Participating Mass Ratios, Part 3 of 3
Table: Modal Participating Mass Ratios, Part 3 of 3
OutputCase StepType StepNum SumRZ
MODAL Mode 1 4.053E-18
MODAL Mode 2 0.016413
MODAL Mode 3 0.760526
MODAL Mode 4 0.767829
MODAL Mode 5 0.845697
SAP2000 v22.2.0 - License #2010*1HUYLWTMBRWAZGG Marzo 2021
ESTRUCTURAS SOSTENIBLES
Table: Modal Participating Mass Ratios, Part 3 of 3
OutputCase StepType StepNum SumRZ
MODAL Mode 6 0.845755
MODAL Mode 7 0.868152
MODAL Mode 8 0.870052
MODAL Mode 9 0.881559
MODAL Mode 10 0.883009
MODAL Mode 11 0.884822
MODAL Mode 12 0.885077
MODAL Mode 13 0.886813
MODAL Mode 14 0.888697
MODAL Mode 15 0.888706
MODAL Mode 16 0.889162
MODAL Mode 17 0.889162
MODAL Mode 18 0.889174
MODAL Mode 19 0.889225
MODAL Mode 20 0.889225
MODAL Mode 21 0.889232
MODAL Mode 22 0.889232
MODAL Mode 23 0.889234
MODAL Mode 24 0.889253
MODAL Mode 25 0.889467
MODAL Mode 26 0.889467
MODAL Mode 27 0.889677
MODAL Mode 28 0.889732
MODAL Mode 29 0.889732
MODAL Mode 30 0.889939
MODAL Mode 31 0.889981
MODAL Mode 32 0.889981
MODAL Mode 33 0.889981
MODAL Mode 34 0.891015
MODAL Mode 35 0.90112
MODAL Mode 36 0.901121
MODAL Mode 37 0.901121
MODAL Mode 38 0.901137
MODAL Mode 39 0.901137
MODAL Mode 40 0.901162
Table: Modal Participation Factors, Part 1 of 2
Table: Modal Participation Factors, Part 1 of 2
OutputCase StepType StepNum Period UX UY UZ RX RY
Sec Tonf-m Tonf-m Tonf-m Tonf-m Tonf-m
MODAL Mode 1 0.393855 2.116E-09 -1.662373 0.002049 1.102455 -3.675E-08
MODAL Mode 2 0.34874 -1.5819 7.348E-09 2.058E-08 1.356E-07 -1.167448
MODAL Mode 3 0.341973 -0.191641 -6.689E-10 1.446E-08 -2.818E-07 -0.145375
MODAL Mode 4 0.327016 0.403144 2.203E-08 2.461E-08 -1.726E-06 0.295765
MODAL Mode 5 0.309291 0.086525 2.218E-08 -5.543E-08 -3.092E-06 0.070134
MODAL Mode 6 0.286566 0.195936 -4.955E-09 1.724E-10 8.139E-07 0.140509
MODAL Mode 7 0.266485 0.01334 -5.669E-08 3.6E-08 1.56E-06 -0.00061
MODAL Mode 8 0.244098 -0.139727 2.379E-10 -2.927E-08 -3.065E-06 -0.098855
MODAL Mode 9 0.226983 0.069498 -6.005E-08 1.37E-07 1.476E-06 0.062952
MODAL Mode 10 0.21008 -0.087067 1.034E-08 -6.008E-08 8.636E-08 -0.028532
MODAL Mode 11 0.1963 0.011836 -1.774E-08 1.254E-07 -5.01E-06 -0.003082
MODAL Mode 12 0.185167 0.031747 3.138E-09 -1.323E-08 8.731E-06 0.00994
SAP2000 v22.2.0 - License #2010*1HUYLWTMBRWAZGG Marzo 2021
ESTRUCTURAS SOSTENIBLES
Table: Modal Participation Factors, Part 1 of 2
OutputCase StepType StepNum Period UX UY UZ RX RY
Sec Tonf-m Tonf-m Tonf-m Tonf-m Tonf-m
MODAL Mode 13 0.173881 -0.004552 -1.172E-08 1.469E-07 2.923E-06 0.003074
MODAL Mode 14 0.136264 0.047373 5.539E-08 1.747E-07 3E-05 -0.026719
MODAL Mode 15 0.12579 -0.020329 -5.031E-08 1.977E-07 -4.2E-05 0.022289
MODAL Mode 16 0.118737 0.00188 1.116E-08 1.214E-06 -3.5E-05 0.056983
MODAL Mode 17 0.118152 3.666E-07 0.01599 -0.076528 -2.321974 1.314E-06
MODAL Mode 18 0.118069 -0.001318 -1.901E-07 -5.884E-07 3.4E-05 -0.003483
MODAL Mode 19 0.116374 0.000715 6.916E-08 1.081E-07 -3.9E-05 -0.157773
MODAL Mode 20 0.115544 -1.653E-07 0.007929 0.124331 -1.3091 1.451E-06
MODAL Mode 21 0.113536 0.01014 3.744E-08 -1.206E-07 -2.6E-05 -0.016584
MODAL Mode 22 0.110636 -2.999E-07 0.008415 0.032079 -3.190938 -5.576E-07
MODAL Mode 23 0.110516 -0.018595 -3.895E-08 2.053E-07 2.9E-05 0.132695
MODAL Mode 24 0.10787 0.011962 -1.898E-07 -1.632E-07 -3.8E-05 0.129957
MODAL Mode 25 0.104141 0.002754 -1.595E-07 -1.133E-07 5.1E-05 0.068454
MODAL Mode 26 0.103939 -1.693E-07 -0.048806 -0.148804 0.847189 -1.484E-07
MODAL Mode 27 0.100382 0.010216 3.307E-08 -4.007E-08 -4.1E-05 -0.150523
MODAL Mode 28 0.09838 -0.011559 -2.058E-07 6.96E-08 4.2E-05 0.234979
MODAL Mode 29 0.096649 1.088E-07 0.053566 0.02172 -3.833082 -2.19E-07
MODAL Mode 30 0.094139 -0.012132 -2.439E-08 -1.383E-07 -3.8E-05 0.002854
MODAL Mode 31 0.092869 -0.019014 4.838E-08 -6.817E-08 -1.6E-05 -0.072795
MODAL Mode 32 0.090252 4.717E-08 -0.019762 0.2112 -0.766212 3.388E-08
MODAL Mode 33 0.08999 -0.020402 3.683E-08 5.592E-09 2.9E-05 0.479971
MODAL Mode 34 0.086813 -0.002343 -1.38E-07 4.1E-07 7.423E-06 0.01621
MODAL Mode 35 0.086668 -0.003321 1.305E-07 -1.931E-07 -2.1E-05 0.044503
MODAL Mode 36 0.084932 -0.059775 -5.622E-08 1.167E-07 -6.642E-06 1.508983
MODAL Mode 37 0.084748 2.902E-08 -0.018714 -0.028992 6.260686 -3.067E-07
MODAL Mode 38 0.084175 -0.015058 -1.536E-07 6.551E-07 -1.7E-05 -0.178409
MODAL Mode 39 0.080866 1.214E-07 -0.009451 0.359817 -0.074466 -6.888E-08
MODAL Mode 40 0.080131 0.019541 -1.68E-08 8.204E-07 -1.2E-05 0.023405
Table: Modal Participation Factors, Part 2 of 2
Table: Modal Participation Factors, Part 2 of 2
OutputCase StepType StepNum RZ ModalMass ModalStiff
Tonf-m Tonf-m-s2 Tonf-m
MODAL Mode 1 5.229E-08 1 254.500074
MODAL Mode 2 -3.327261 1 324.605073
MODAL Mode 3 22.403461 1 337.578855
MODAL Mode 4 -2.21935 1 369.166511
MODAL Mode 5 -7.2473 1 412.690198
MODAL Mode 6 -0.197592 1 480.739064
MODAL Mode 7 3.886751 1 555.921268
MODAL Mode 8 -1.132042 1 662.571923
MODAL Mode 9 2.786024 1 766.255215
MODAL Mode 10 -0.988973 1 894.518374
MODAL Mode 11 1.105728 1 1024.516899
MODAL Mode 12 0.414752 1 1151.421511
MODAL Mode 13 -1.082338 1 1305.738142
MODAL Mode 14 1.127192 1 2126.177023
MODAL Mode 15 -0.078485 1 2494.967165
MODAL Mode 16 0.554161 1 2800.210538
MODAL Mode 17 4.753E-06 1 2827.967079
MODAL Mode 18 -0.092501 1 2831.966115
MODAL Mode 19 0.185608 1 2915.073633
SAP2000 v22.2.0 - License #2010*1HUYLWTMBRWAZGG Marzo 2021
ESTRUCTURAS SOSTENIBLES
Table: Modal Participation Factors, Part 2 of 2
OutputCase StepType StepNum RZ ModalMass ModalStiff
Tonf-m Tonf-m-s2 Tonf-m
MODAL Mode 20 3.166E-07 1 2957.075957
MODAL Mode 21 0.068626 1 3062.593934
MODAL Mode 22 -8.544E-06 1 3225.289905
MODAL Mode 23 0.029266 1 3232.294252
MODAL Mode 24 0.11405 1 3392.826584
MODAL Mode 25 -0.380409 1 3640.15154
MODAL Mode 26 -2.587E-06 1 3654.315503
MODAL Mode 27 0.375806 1 3917.819538
MODAL Mode 28 0.193661 1 4078.953409
MODAL Mode 29 5.855E-06 1 4226.326575
MODAL Mode 30 -0.373592 1 4454.748371
MODAL Mode 31 0.167297 1 4577.352094
MODAL Mode 32 1.603E-07 1 4846.705415
MODAL Mode 33 -0.001722 1 4874.937474
MODAL Mode 34 0.835028 1 5238.357853
MODAL Mode 35 0.266688 1 5255.837305
MODAL Mode 36 -0.027229 1 5472.957098
MODAL Mode 37 -4.725E-06 1 5496.620159
MODAL Mode 38 -0.103597 1 5571.789106
MODAL Mode 39 -1.159E-06 1 6037.148054
MODAL Mode 40 -0.128734 1 6148.41855
Table: Modal Periods And Frequencies
Table: Modal Periods And Frequencies
OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue
Sec Cyc/sec rad/sec rad2/sec2
MODAL Mode 1 0.393855 2.53900810957474
15.9530584488898
254.500073873695
MODAL Mode 2 0.34874 2.86746273692024
18.0167997375022
324.605072781261
MODAL Mode 3 0.341973 2.92420455604676
18.3733191017406
337.578854814386
MODAL Mode 4 0.327016 3.05795633759637
19.2137063303822
369.166510950169
MODAL Mode 5 0.309291 3.23319730924799
20.3147778286795
412.69019822861
MODAL Mode 6 0.286566 3.48959349191161
21.9257625564085
480.739063680006
MODAL Mode 7 0.266485 3.75255249462657
23.5779826986578
555.921268138206
MODAL Mode 8 0.244098 4.09672343140007
25.7404724717513
662.571923068986
MODAL Mode 9 0.226983 4.40561815616501
27.6813152678596
766.255214958638
MODAL Mode 10 0.21008 4.76008561977289
29.9085000270738
894.518373869476
MODAL Mode 11 0.1963 5.09424344007186
32.0080755338555
1024.516899381
MODAL Mode 12 0.185167 5.40054141692648
33.9326024816473
1151.4215111775
MODAL Mode 13 0.173881 5.75106368566272
36.1349988504101
1305.73814191914
MODAL Mode 14 0.136264 7.33871195478831
46.1104871279491
2126.17702317676
SAP2000 v22.2.0 - License #2010*1HUYLWTMBRWAZGG Marzo 2021
ESTRUCTURAS SOSTENIBLES
Table: Modal Periods And Frequencies
OutputCase StepType StepNum Period Frequency CircFreq Eigenvalue
Sec Cyc/sec rad/sec rad2/sec2
MODAL Mode 15 0.12579 7.94973311420242
49.9496462991557
2494.96716541076
MODAL Mode 16 0.118737 8.42200460277385
52.9170155771475
2800.21053759207
MODAL Mode 17 0.118152 8.46364241507125
53.1786336675976
2827.96707875254
MODAL Mode 18 0.118069 8.46962453112951
53.2162204113207
2831.96611486627
MODAL Mode 19 0.116374 8.59300167073088
53.9914218421059
2915.07363253223
MODAL Mode 20 0.115544 8.65468711256248
54.3790029038891
2957.07595682118
MODAL Mode 21 0.113536 8.80774719266359
55.3407077502961
3062.59393430368
MODAL Mode 22 0.110636 9.03866957589351
56.7916358757053
3225.28990543869
MODAL Mode 23 0.110516 9.04847887011776
56.8532694890489
3232.29425159442
MODAL Mode 24 0.10787 9.27045313530244
58.2479749306292
3392.82658351921
MODAL Mode 25 0.104141 9.60240155666375
60.3336683744681
3640.15153952029
MODAL Mode 26 0.103939 9.62106506768978
60.4509346727272
3654.31550280633
MODAL Mode 27 0.100382 9.96190384484472
62.5924878694642
3917.81953768902
MODAL Mode 28 0.09838 10.1646985617067
63.8666846548253
4078.95340879889
MODAL Mode 29 0.096649 10.346695257526
65.0102036199523
4226.32657470766
MODAL Mode 30 0.094139 10.6226218248247
66.7439013734639
4454.74837055067
MODAL Mode 31 0.092869 10.7678077168072
67.6561312367779
4577.35209392811
MODAL Mode 32 0.090252 11.0800939691317
69.6182836290175
4846.70541545033
MODAL Mode 33 0.08999 11.1123178841822
69.8207524586024
4874.93747388543
MODAL Mode 34 0.086813 11.5190778489498
72.3765006927791
5238.35785253185
MODAL Mode 35 0.086668 11.5382803833983
72.4971537750864
5255.83730548853
MODAL Mode 36 0.084932 11.7741930842758
73.9794369910173
5472.9570975079
MODAL Mode 37 0.084748 11.7996192788423
74.1391944831352
5496.62015860815
MODAL Mode 38 0.084175 11.880028063765
74.6444177791293
5571.7891055852
MODAL Mode 39 0.080866 12.3661937014897
77.6990865709371
6037.14805395797
MODAL Mode 40 0.080131 12.4796338593351
78.4118521039554
6148.41855037257
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
6. DESPLAZAMIENTOS Y REVISIÓN DE
IRREGULARIDADES
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 1 of 5
Table: Joint Displacements
Table: Joint Displacements
Joint OutputCase CaseType U1 U2 U3 R1 R2 R3
m m m Radians Radians Radians
1 DER1 Combination 0.01484 -2.6E-05 -0.000678 -0.001865 -0.000767 0.000975
1 DER2 Combination 8.9E-05 0.016102 -0.000998 -0.001074 -0.000971 -0.00086
4 DER1 Combination 0.014663 2.8E-05 -0.001633 -0.000858 0.001205 0.000132
4 DER2 Combination -8.9E-05 0.016102 -0.000998 -0.001074 0.000971 0.00086
5 DER1 Combination 0.014228 -2.2E-05 -0.000356 -0.001092 -0.000842 -0.001194
5 DER2 Combination 9.4E-05 0.016103 -0.000665 -0.0011 -0.001056 -0.000205
6 DER1 Combination 0.014189 -7.329E-06 7.7E-05 -0.001112 -0.000428 -0.001852
6 DER2 Combination 5.7E-05 0.015718 -9.6E-05 -0.001144 -0.000645 -1.7E-05
7 DER1 Combination 0.014073 0.000338 -0.000543 -0.001274 0.000895 -0.001838
7 DER2 Combination -5.7E-05 0.015718 -9.6E-05 -0.001144 0.000645 1.7E-05
8 DER1 Combination 0.014039 2.5E-05 -0.001268 -0.00119 0.001298 -0.001413
8 DER2 Combination -9.4E-05 0.016103 -0.000665 -0.0011 0.001056 0.000205
9 DER1 Combination 0.012536 -7.393E-06 9.127E-06 0.001603 0.000728 0.00055
9 DER2 Combination -6.8E-05 0.015326 0.000175 0.00167 0.000561 6.6E-05
10 DER1 Combination 0.012635 -0.000463 0.000604 0.001705 -0.000264 0.000526
10 DER2 Combination 6.8E-05 0.015326 0.000175 0.00167 -0.000561 -6.6E-05
29 DER1 Combination 0.015978 -3.4E-05 -0.001243 -0.001798 -0.000761 0.001007
29 DER2 Combination 9.9E-05 0.0161 -0.001702 -0.001023 -0.001101 -0.000865
30 DER1 Combination 0.015779 3.4E-05 -0.002445 -0.000704 0.001463 0.00023
30 DER2 Combination -9.9E-05 0.0161 -0.001702 -0.001023 0.001101 0.000865
31 DER1 Combination 0.017059 -4.2E-05 -0.001696 -0.001398 -0.000707 0.000817
31 DER2 Combination 0.0001 0.016096 -0.002263 -0.000725 -0.001118 -0.00095
32 DER1 Combination 0.016856 4E-05 -0.00305 -0.000422 0.001554 0.00026
32 DER2 Combination -0.0001 0.016096 -0.002263 -0.000725 0.001118 0.00095
33 DER1 Combination 0.017947 -5.2E-05 -0.001969 -0.000792 -0.000672 0.000486
33 DER2 Combination 0.000101 0.016092 -0.002636 -0.000272 -0.001126 -0.001085
34 DER1 Combination 0.017742 4.7E-05 -0.00343 -6.6E-05 0.001611 0.000241
34 DER2 Combination -0.000101 0.016092 -0.002636 -0.000272 0.001126 0.001085
35 DER1 Combination 0.018556 -6.3E-05 -0.002019 -0.000105 -0.000652 9.2E-05
35 DER2 Combination 0.000101 0.016086 -0.002769 0.000245 -0.001124 -0.00124
36 DER1 Combination 0.01835 5.5E-05 -0.003541 0.000305 0.001638 0.00019
36 DER2 Combination -0.000101 0.016086 -0.002769 0.000245 0.001124 0.00124
37 DER1 Combination 0.018853 -7.4E-05 -0.001844 0.000544 -0.000644 -0.000293
37 DER2 Combination 0.0001 0.016079 -0.002654 0.000737 -0.001114 -0.001385
38 DER1 Combination 0.018647 6.3E-05 -0.003383 0.00063 0.001639 0.00012
38 DER2 Combination -0.0001 0.016079 -0.002654 0.000737 0.001114 0.001385
39 DER1 Combination 0.018858 -8.5E-05 -0.001484 0.001034 -0.00065 -0.000595
39 DER2 Combination 9.8E-05 0.016072 -0.002322 0.001114 -0.001092 -0.001491
40 DER1 Combination 0.018654 7.1E-05 -0.002995 0.00085 0.001612 4.8E-05
40 DER2 Combination -9.8E-05 0.016072 -0.002322 0.001114 0.001092 0.001491
41 DER1 Combination 0.018645 -9.6E-05 -0.00102 0.001244 -0.000671 -0.000739
41 DER2 Combination 9.3E-05 0.016063 -0.001848 0.001285 -0.001058 -0.00153
42 DER1 Combination 0.018446 7.9E-05 -0.00246 0.000906 0.001552 -1.3E-05
42 DER2 Combination -9.3E-05 0.016063 -0.001848 0.001285 0.001058 0.00153
43 DER1 Combination 0.018346 -0.000107 -0.000581 0.001046 -0.000716 -0.000644
43 DER2 Combination 8.4E-05 0.016053 -0.001358 0.001152 -0.001028 -0.00146
44 DER1 Combination 0.018154 8.7E-05 -0.001901 0.000739 0.001453 -4.4E-05
44 DER2 Combination -8.4E-05 0.016053 -0.001358 0.001152 0.001028 0.00146
111 DER1 Combination 0.018131 -0.000116 -0.000229 0.00122 -0.000538 3.028E-06
111 DER2 Combination 7.2E-05 0.016043 -0.000937 0.004485 -0.000815 -0.000281
112 DER1 Combination 0.018112 -0.0002 5.8E-05 0.000246 -0.000331 4.1E-05
112 DER2 Combination 5.6E-05 0.015513 -0.000477 0.000354 -0.000634 -0.00012
113 DER1 Combination 0.017996 9.7E-05 -0.000748 0.000314 0.000951 5.8E-05
113 DER2 Combination -5.6E-05 0.015513 -0.000477 0.000354 0.000634 0.00012
114 DER1 Combination 0.017983 9.5E-05 -0.00139 -1.8E-05 0.001104 4.5E-05
114 DER2 Combination -7.2E-05 0.016043 -0.000937 0.004485 0.000815 0.000281
255 DER1 Combination 0.012794 -0.000463 9.3E-05 0.001716 -0.000295 0.000535
255 DER2 Combination 4.6E-05 0.015325 -0.000326 0.00168 -0.000553 -0.000117
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 2 of 5
Table: Joint Displacements
Joint OutputCase CaseType U1 U2 U3 R1 R2 R3
m m m Radians Radians Radians
256 DER1 Combination 0.012703 -7.402E-06 -0.000471 0.001612 0.000725 0.000585
256 DER2 Combination -4.6E-05 0.015325 -0.000326 0.00168 0.000553 0.000117
257 DER1 Combination 0.01269 0.00036 -0.000978 0.001761 0.000878 0.00059
257 DER2 Combination -6.3E-05 0.01586 -0.000737 0.005879 0.000733 0.000281
258 DER1 Combination 0.017019 -0.000422 -0.000518 -0.000972 -0.000683 0.000797
258 DER2 Combination 9.6E-05 0.015932 -0.000956 -0.000636 -0.001023 -0.000556
259 DER1 Combination 0.017074 -0.000433 -0.001041 -0.00137 -0.000716 0.000994
259 DER2 Combination 0.000103 0.015929 -0.00151 -0.001046 -0.001122 -0.000419
260 DER1 Combination 0.016883 0.000349 -0.002246 -0.001107 0.001437 -4.4E-05
260 DER2 Combination -0.000103 0.015929 -0.00151 -0.001046 0.001122 0.000419
261 DER1 Combination 0.017091 -0.000444 -0.001622 -0.001297 -0.000704 0.000927
261 DER2 Combination 0.000102 0.015925 -0.002117 -0.001074 -0.00113 -0.000401
262 DER1 Combination 0.016895 0.000352 -0.002854 -0.001137 0.001488 -0.000116
262 DER2 Combination -0.000102 0.015925 -0.002117 -0.001074 0.00113 0.000401
263 DER1 Combination 0.016947 -0.000456 -0.002131 -0.000885 -0.000703 0.000686
263 DER2 Combination 0.000101 0.015919 -0.002652 -0.000806 -0.001127 -0.000477
264 DER1 Combination 0.016749 0.000355 -0.003354 -0.000943 0.001507 -0.000177
264 DER2 Combination -0.000101 0.015919 -0.002652 -0.000806 0.001127 0.000477
265 DER1 Combination 0.016574 -0.000467 -0.002455 -0.000256 -0.000706 0.000347
265 DER2 Combination 0.0001 0.015913 -0.003002 -0.000331 -0.001115 -0.00062
266 DER1 Combination 0.016376 0.000357 -0.003641 -0.000583 0.001499 -0.000211
266 DER2 Combination -0.0001 0.015913 -0.003002 -0.000331 0.001115 0.00062
267 DER1 Combination 0.01596 -0.000479 -0.002523 0.000469 -0.00071 -1.5E-05
267 DER2 Combination 9.8E-05 0.015904 -0.003091 0.000259 -0.001093 -0.0008
268 DER1 Combination 0.015764 0.000359 -0.003647 -0.000117 0.001468 -0.000201
268 DER2 Combination -9.8E-05 0.015904 -0.003091 0.000259 0.001093 0.0008
269 DER1 Combination 0.015147 -0.000489 -0.002306 0.00117 -0.000713 -0.000325
269 DER2 Combination 9.5E-05 0.015895 -0.002883 0.000876 -0.001059 -0.000987
270 DER1 Combination 0.014956 0.00036 -0.003351 0.000395 0.001412 -0.000131
270 DER2 Combination -9.5E-05 0.015895 -0.002883 0.000876 0.001059 0.000987
271 DER1 Combination 0.014236 -0.000499 -0.001813 0.001724 -0.000713 -0.000504
271 DER2 Combination 8.8E-05 0.015885 -0.002387 0.001429 -0.001009 -0.001153
272 DER1 Combination 0.014054 0.00036 -0.002773 0.000894 0.001329 1.9E-05
272 DER2 Combination -8.8E-05 0.015885 -0.002387 0.001429 0.001009 0.001153
273 DER1 Combination 0.013387 -0.000509 -0.001102 0.002002 -0.000722 -0.000466
273 DER2 Combination 7.7E-05 0.015873 -0.001664 0.001819 -0.000961 -0.001258
274 DER1 Combination 0.013221 0.00036 -0.001976 0.001324 0.001218 0.000267
274 DER2 Combination -7.7E-05 0.015873 -0.001664 0.001819 0.000961 0.001258
275 DER1 Combination 0.016845 0.000347 -0.001657 -0.000794 0.001291 2.4E-05
275 DER2 Combination -9.6E-05 0.015932 -0.000956 -0.000636 0.001023 0.000556
277 DER1 Combination 0.018293 -0.000188 -0.000197 0.000181 -0.00054 9E-05
277 DER2 Combination 7.3E-05 0.016014 -0.000683 0.003102 -0.00082 -0.00022
278 DER1 Combination 0.018273 -0.000156 9.1E-05 -7.5E-05 -0.000333 0.0001
278 DER2 Combination 5.7E-05 0.015598 -0.000219 -0.000153 -0.000639 -9.4E-05
279 DER1 Combination 0.018158 0.000156 -0.000716 -4.5E-05 0.000947 9.4E-05
279 DER2 Combination -5.7E-05 0.015598 -0.000219 -0.000153 0.000639 9.4E-05
280 DER1 Combination 0.018145 0.000166 -0.001356 -0.000459 0.001101 7.8E-05
280 DER2 Combination -7.3E-05 0.016014 -0.000683 0.003102 0.00082 0.00022
299 DER1 Combination 0.018231 -0.00012 -0.000269 -0.000237 -0.000675 0.000131
299 DER2 Combination 0.0001 0.016044 -0.001009 0.00022 -0.001042 -0.001108
300 DER1 Combination 0.018602 -0.000127 -0.000434 -0.000708 -0.000704 0.000432
300 DER2 Combination 0.000107 0.016045 -0.00118 -0.000126 -0.001152 -0.001004
301 DER1 Combination 0.018404 0.000106 -0.001744 -0.000241 0.001506 0.000104
301 DER2 Combination -0.000107 0.016045 -0.00118 -0.000126 0.001152 0.001004
302 DER1 Combination 0.019057 -0.000134 -0.000664 -0.000763 -0.00068 0.000465
302 DER2 Combination 0.000105 0.016045 -0.001391 -0.000187 -0.00116 -0.000981
303 DER1 Combination 0.018854 0.000113 -0.002047 -0.000309 0.001575 9.9E-05
303 DER2 Combination -0.000105 0.016045 -0.001391 -0.000187 0.00116 0.000981
304 DER1 Combination 0.019436 -0.000142 -0.00087 -0.000533 -0.000666 0.000318
304 DER2 Combination 0.000104 0.016044 -0.001569 -4.3E-05 -0.001158 -0.001023
305 DER1 Combination 0.01923 0.000121 -0.002308 -0.000235 0.001616 5.6E-05
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 3 of 5
Table: Joint Displacements
Joint OutputCase CaseType U1 U2 U3 R1 R2 R3
m m m Radians Radians Radians
305 DER2 Combination -0.000104 0.016044 -0.001569 -4.3E-05 0.001158 0.001023
306 DER1 Combination 0.019635 -0.00015 -0.000977 -0.000141 -0.000658 7.1E-05
306 DER2 Combination 0.000103 0.016042 -0.001642 0.000216 -0.001151 -0.001102
307 DER1 Combination 0.019428 0.000129 -0.002447 -7.7E-05 0.001634 -8.165E-06
307 DER2 Combination -0.000103 0.016042 -0.001642 0.000216 0.001151 0.001102
308 DER1 Combination 0.019608 -0.000159 -0.000951 0.000291 -0.000658 -0.0002
308 DER2 Combination 0.000102 0.016038 -0.001577 0.000501 -0.001136 -0.001188
309 DER1 Combination 0.019402 0.000137 -0.002427 0.000106 0.00163 -7.5E-05
309 DER2 Combination -0.000102 0.016038 -0.001577 0.000501 0.001136 0.001188
310 DER1 Combination 0.019366 -0.000167 -0.000799 0.00064 -0.000666 -0.00042
310 DER2 Combination 0.0001 0.016034 -0.001382 0.00072 -0.001112 -0.001252
311 DER1 Combination 0.019162 0.000144 -0.002251 0.000255 0.001602 -0.000128
311 DER2 Combination -0.0001 0.016034 -0.001382 0.00072 0.001112 0.001252
312 DER1 Combination 0.018976 -0.000174 -0.000572 0.000785 -0.000687 -0.000512
312 DER2 Combination 9.5E-05 0.016029 -0.001108 0.000783 -0.001078 -0.001264
313 DER1 Combination 0.018775 0.000152 -0.001965 0.000312 0.001546 -0.00015
313 DER2 Combination -9.5E-05 0.016029 -0.001108 0.000783 0.001078 0.001264
314 DER1 Combination 0.018562 -0.000181 -0.000362 0.000597 -0.000728 -0.000392
314 DER2 Combination 8.7E-05 0.016022 -0.000856 0.000593 -0.001046 -0.001185
315 DER1 Combination 0.018368 0.000159 -0.001656 0.000222 0.001451 -0.000119
315 DER2 Combination -8.7E-05 0.016022 -0.000856 0.000593 0.001046 0.001185
316 DER1 Combination 0.01805 9.9E-05 -0.001493 2.3E-05 0.001341 4.6E-05
316 DER2 Combination -0.0001 0.016044 -0.001009 0.00022 0.001042 0.001108
319 DER1 Combination 0.01858 -0.000256 -0.000218 -5.6E-05 -0.000529 0.000139
319 DER2 Combination 7.3E-05 0.015983 -0.000808 0.004025 -0.000819 -0.000255
320 DER1 Combination 0.018561 -0.00017 6.4E-05 -2.5E-05 -0.000322 0.000138
320 DER2 Combination 5.7E-05 0.015503 -0.000345 0.000274 -0.000638 -0.000109
321 DER1 Combination 0.018445 0.000166 -0.000753 3.129E-06 0.000958 0.00013
321 DER2 Combination -5.7E-05 0.015503 -0.000345 0.000274 0.000638 0.000109
322 DER1 Combination 0.018432 0.000227 -0.001399 -0.000157 0.001111 0.000124
322 DER2 Combination -7.3E-05 0.015983 -0.000808 0.004025 0.000819 0.000255
332 DER1 Combination 0.012814 -0.000517 -0.000172 0.004132 -0.000503 0.000441
332 DER2 Combination 6.3E-05 0.01586 -0.000737 0.005879 -0.000733 -0.000281
336 DER1 Combination 0.012655 -0.000517 0.000352 0.001841 -0.00048 -9.6E-05
336 DER2 Combination 8.5E-05 0.015861 -0.000246 0.001926 -0.000746 -0.001243
341 DER1 Combination 0.018382 -0.000191 -0.000319 -0.000538 -0.000669 0.000369
341 DER2 Combination 9.8E-05 0.016016 -0.000894 -0.000294 -0.001036 -0.000865
342 DER1 Combination 0.018752 -0.000198 -0.000581 -0.000917 -0.000692 0.000649
342 DER2 Combination 0.000105 0.016017 -0.001273 -0.000556 -0.001141 -0.000795
343 DER1 Combination 0.018556 0.000175 -0.00192 -0.000393 0.001506 0.000193
343 DER2 Combination -0.000105 0.016017 -0.001273 -0.000556 0.001141 0.000795
344 DER1 Combination 0.01922 -0.000204 -0.000868 -0.000891 -0.000665 0.000662
344 DER2 Combination 0.000104 0.016016 -0.001656 -0.000525 -0.00115 -0.00081
345 DER1 Combination 0.019018 0.000181 -0.002289 -0.000356 0.001579 0.000225
345 DER2 Combination -0.000104 0.016016 -0.001656 -0.000525 0.00115 0.00081
346 DER1 Combination 0.019621 -0.000212 -0.001094 -0.000593 -0.000651 0.000496
346 DER2 Combination 0.000103 0.016015 -0.001964 -0.000283 -0.00115 -0.000893
347 DER1 Combination 0.019416 0.000187 -0.002573 -0.000201 0.001623 0.000208
347 DER2 Combination -0.000103 0.016015 -0.001964 -0.000283 0.00115 0.000893
348 DER1 Combination 0.019848 -0.000219 -0.001193 -0.000149 -0.000644 0.000232
348 DER2 Combination 0.000103 0.016013 -0.00212 7.9E-05 -0.001143 -0.001015
349 DER1 Combination 0.019642 0.000194 -0.002703 1.7E-05 0.001642 0.00016
349 DER2 Combination -0.000103 0.016013 -0.00212 7.9E-05 0.001143 0.001015
350 DER1 Combination 0.01985 -0.000227 -0.001138 0.00032 -0.000645 -5.3E-05
350 DER2 Combination 0.000102 0.016009 -0.00209 0.000472 -0.001128 -0.001145
351 DER1 Combination 0.019645 0.000201 -0.00265 0.000238 0.001639 0.0001
351 DER2 Combination -0.000102 0.016009 -0.00209 0.000472 0.001128 0.001145
352 DER1 Combination 0.019635 -0.000235 -0.000945 0.000692 -0.000655 -0.000285
352 DER2 Combination 9.9E-05 0.016004 -0.001879 0.000805 -0.001104 -0.001255
353 DER1 Combination 0.019431 0.000208 -0.002427 0.000403 0.001611 4.4E-05
353 DER2 Combination -9.9E-05 0.016004 -0.001879 0.000805 0.001104 0.001255
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 4 of 5
Table: Joint Displacements
Joint OutputCase CaseType U1 U2 U3 R1 R2 R3
m m m Radians Radians Radians
354 DER1 Combination 0.019263 -0.000242 -0.000671 0.000844 -0.000676 -0.000386
354 DER2 Combination 9.4E-05 0.015998 -0.001536 0.000988 -0.001069 -0.001315
355 DER1 Combination 0.019063 0.000214 -0.002089 0.000454 0.001554 9.674E-06
355 DER2 Combination -9.4E-05 0.015998 -0.001536 0.000988 0.001069 0.001315
356 DER1 Combination 0.018858 -0.000249 -0.000417 0.00065 -0.000718 -0.000273
356 DER2 Combination 8.6E-05 0.015991 -0.00116 0.000923 -0.001038 -0.001286
357 DER1 Combination 0.018664 0.00022 -0.001732 0.000335 0.00146 1.7E-05
357 DER2 Combination -8.6E-05 0.015991 -0.00116 0.000923 0.001038 0.001286
358 DER1 Combination 0.018203 0.000169 -0.001554 -0.000255 0.001337 9E-05
358 DER2 Combination -9.8E-05 0.016016 -0.000894 -0.000294 0.001036 0.000865
361 DER1 Combination 0.018077 -0.000331 -0.000198 -7.4E-05 -0.000541 0.000202
361 DER2 Combination 7.3E-05 0.015966 -0.000868 0.002946 -0.00082 -0.0002
362 DER1 Combination 0.018058 -0.000197 9E-05 7.8E-05 -0.000333 0.000196
362 DER2 Combination 5.7E-05 0.015587 -0.000405 -1.3E-05 -0.000639 -8.5E-05
363 DER1 Combination 0.017942 0.000178 -0.000711 8.6E-05 0.000947 0.000188
363 DER2 Combination -5.7E-05 0.015587 -0.000405 -1.3E-05 0.000639 8.5E-05
364 DER1 Combination 0.017929 0.000286 -0.001352 4.4E-05 0.001101 0.000186
364 DER2 Combination -7.3E-05 0.015966 -0.000868 0.002946 0.00082 0.0002
375 DER1 Combination 0.012523 0.00036 -0.000503 0.001622 0.000883 0.000638
375 DER2 Combination -8.5E-05 0.015861 -0.000246 0.001926 0.000746 0.001243
383 DER1 Combination 0.018651 -0.00026 -0.000329 -0.000513 -0.00066 0.00047
383 DER2 Combination 0.0001 0.015985 -0.000904 9.4E-05 -0.001042 -0.000983
384 DER1 Combination 0.018964 -0.000267 -0.000586 -0.0009 -0.000687 0.000735
384 DER2 Combination 0.000106 0.015988 -0.00113 -0.000279 -0.001149 -0.000865
385 DER1 Combination 0.018768 0.000236 -0.001936 -0.0004 0.00151 0.000238
385 DER2 Combination -0.000106 0.015988 -0.00113 -0.000279 0.001149 0.000865
386 DER1 Combination 0.019351 -0.000275 -0.000876 -0.00088 -0.000663 0.000737
386 DER2 Combination 0.000105 0.015989 -0.001407 -0.000353 -0.001159 -0.000833
387 DER1 Combination 0.019149 0.000242 -0.0023 -0.000392 0.00158 0.000246
387 DER2 Combination -0.000105 0.015989 -0.001407 -0.000353 0.001159 0.000833
388 DER1 Combination 0.019654 -0.000283 -0.001114 -0.000584 -0.000652 0.000564
388 DER2 Combination 0.000104 0.015989 -0.001653 -0.000208 -0.001158 -0.00087
389 DER1 Combination 0.019449 0.000248 -0.002586 -0.000252 0.001621 0.000214
389 DER2 Combination -0.000104 0.015989 -0.001653 -0.000208 0.001158 0.00087
390 DER1 Combination 0.019773 -0.000291 -0.001226 -0.000137 -0.000649 0.000297
390 DER2 Combination 0.000103 0.015988 -0.001789 6.6E-05 -0.001151 -0.000949
391 DER1 Combination 0.019568 0.000255 -0.002719 -3.9E-05 0.001638 0.00016
391 DER2 Combination -0.000103 0.015988 -0.001789 6.6E-05 0.001151 0.000949
392 DER1 Combination 0.019666 -0.0003 -0.001181 0.00034 -0.000652 9.896E-06
392 DER2 Combination 0.000102 0.015986 -0.001778 0.000378 -0.001137 -0.001039
393 DER1 Combination 0.01946 0.000261 -0.002667 0.000188 0.001632 0.000101
393 DER2 Combination -0.000102 0.015986 -0.001778 0.000378 0.001137 0.001039
394 DER1 Combination 0.019345 -0.000308 -0.000993 0.000724 -0.000664 -0.00022
394 DER2 Combination 0.0001 0.015983 -0.00162 0.000638 -0.001114 -0.001111
395 DER1 Combination 0.019141 0.000268 -0.002442 0.000371 0.001602 5.4E-05
395 DER2 Combination -0.0001 0.015983 -0.00162 0.000638 0.001114 0.001111
396 DER1 Combination 0.01888 -0.000316 -0.000712 0.000894 -0.000687 -0.000316
396 DER2 Combination 9.6E-05 0.015978 -0.00136 0.000755 -0.001081 -0.001135
397 DER1 Combination 0.01868 0.000274 -0.002095 0.000451 0.001544 3.7E-05
397 DER2 Combination -9.6E-05 0.015978 -0.00136 0.000755 0.001081 0.001135
398 DER1 Combination 0.018401 -0.000324 -0.000437 0.000721 -0.000729 -0.000195
398 DER2 Combination 8.8E-05 0.015973 -0.001094 0.000633 -0.00105 -0.001074
399 DER1 Combination 0.018207 0.00028 -0.001718 0.000373 0.001449 7.1E-05
399 DER2 Combination -8.8E-05 0.015973 -0.001094 0.000633 0.00105 0.001074
400 DER1 Combination 0.018472 0.00023 -0.001583 -0.000223 0.001345 0.000169
400 DER2 Combination -0.0001 0.015985 -0.000904 9.4E-05 0.001042 0.000983
403 DER1 Combination 0.017035 -0.000416 -0.000277 -0.001085 -0.000554 0.000361
403 DER2 Combination 7.3E-05 0.015933 -0.000683 0.002089 -0.000816 -0.000162
404 DER1 Combination 0.017015 -0.00014 1.9E-05 -0.000409 -0.000347 0.000334
404 DER2 Combination 5.7E-05 0.015626 -0.000222 -0.000312 -0.000636 -6.8E-05
405 DER1 Combination 0.0169 0.00027 -0.000727 -0.000396 0.000921 0.000285
3M_48-1-D2.sdb SAP2000 v20.2.0
Page 5 of 5
Table: Joint Displacements
Joint OutputCase CaseType U1 U2 U3 R1 R2 R3
m m m Radians Radians Radians
405 DER2 Combination -5.7E-05 0.015626 -0.000222 -0.000312 0.000636 6.8E-05
406 DER1 Combination 0.016887 0.000345 -0.001352 -0.001259 0.001075 0.000251
406 DER2 Combination -7.3E-05 0.015933 -0.000683 0.002089 0.000816 0.000162
425 DER1 Combination 0.018129 -0.000336 -0.000274 -0.000388 -0.00067 0.000548
425 DER2 Combination 9.8E-05 0.015967 -0.001026 -0.000115 -0.001034 -0.000791
426 DER1 Combination 0.018402 -0.000344 -0.00046 -0.000749 -0.000696 0.000799
426 DER2 Combination 0.000104 0.015968 -0.00129 -0.000314 -0.001138 -0.000735
427 DER1 Combination 0.018205 0.000295 -0.001794 -0.000255 0.001503 0.000337
427 DER2 Combination -0.000104 0.015968 -0.00129 -0.000314 0.001138 0.000735
428 DER1 Combination 0.01874 -0.000353 -0.000677 -0.000726 -0.000673 0.000796
428 DER2 Combination 0.000104 0.015968 -0.001537 -0.000258 -0.00115 -0.000753
429 DER1 Combination 0.018538 0.000301 -0.002083 -0.000244 0.001573 0.000343
429 DER2 Combination -0.000104 0.015968 -0.001537 -0.000258 0.00115 0.000753
430 DER1 Combination 0.018988 -0.000362 -0.000848 -0.000453 -0.000664 0.000629
430 DER2 Combination 0.000104 0.015966 -0.001706 -3.2E-05 -0.001152 -0.000825
431 DER1 Combination 0.018783 0.000308 -0.002295 -0.000127 0.001613 0.000301
431 DER2 Combination -0.000104 0.015966 -0.001706 -3.2E-05 0.001152 0.000825
432 DER1 Combination 0.019047 -0.000371 -0.00091 -5.3E-05 -0.000664 0.000375
432 DER2 Combination 0.000103 0.015964 -0.00174 0.000276 -0.001148 -0.000923
433 DER1 Combination 0.018841 0.000314 -0.00237 3.9E-05 0.001628 0.000229
433 DER2 Combination -0.000103 0.015964 -0.00174 0.000276 0.001148 0.000923
434 DER1 Combination 0.018877 -0.000381 -0.000846 0.000352 -0.000671 0.000112
434 DER2 Combination 0.000102 0.01596 -0.001622 0.000574 -0.001137 -0.001015
435 DER1 Combination 0.018671 0.000321 -0.002287 0.000194 0.00162 0.000146
435 DER2 Combination -0.000102 0.01596 -0.001622 0.000574 0.001137 0.001015
436 DER1 Combination 0.018492 -0.00039 -0.000677 0.000639 -0.000687 -8.6E-05
436 DER2 Combination 0.0001 0.015955 -0.001376 0.000772 -0.001116 -0.001074
437 DER1 Combination 0.018287 0.000328 -0.002069 0.000279 0.001589 6.7E-05
437 DER2 Combination -0.0001 0.015955 -0.001376 0.000772 0.001116 0.001074
438 DER1 Combination 0.017963 -0.000399 -0.000467 0.000687 -0.000713 -0.00014
438 DER2 Combination 9.6E-05 0.015948 -0.001069 0.000779 -0.001086 -0.001069
439 DER1 Combination 0.017761 0.000334 -0.001781 0.000236 0.00153 1E-05
439 DER2 Combination -9.6E-05 0.015948 -0.001069 0.000779 0.001086 0.001069
440 DER1 Combination 0.017421 -0.000408 -0.000321 0.000369 -0.000755 3E-05
440 DER2 Combination 9E-05 0.015941 -0.000816 0.000501 -0.001055 -0.000964
441 DER1 Combination 0.017224 0.00034 -0.001526 1.1E-05 0.001434 -2.306E-06
441 DER2 Combination -9E-05 0.015941 -0.000816 0.000501 0.001055 0.000964
442 DER1 Combination 0.01795 0.000289 -0.001507 -0.000105 0.001336 0.000263
442 DER2 Combination -9.8E-05 0.015967 -0.001026 -0.000115 0.001034 0.000791
711 DER1 Combination 0.013432 -1.9E-05 0.000193 -0.001127 -0.000809 -0.000894
711 DER2 Combination 8.8E-05 0.016104 -0.000111 -0.001119 -0.001003 -0.000305
712 DER1 Combination 0.013386 -2.9E-05 0.000586 -0.000971 -0.000334 -0.001478
712 DER2 Combination 5.4E-05 0.0157 0.000432 -0.001022 -0.000618 -1.8E-05
713 DER1 Combination 0.013271 0.000317 4.5E-05 -0.001133 0.000945 -0.001464
713 DER2 Combination -5.4E-05 0.0157 0.000432 -0.001022 0.000618 1.8E-05
714 DER1 Combination 0.013245 2.3E-05 -0.000674 -0.001186 0.00126 -0.001048
714 DER2 Combination -8.8E-05 0.016104 -0.000111 -0.001119 0.001003 0.000305
715 DER1 Combination 0.012711 -1.8E-05 0.000761 -0.001361 -0.00058 0.000548
715 DER2 Combination 7.4E-05 0.016104 0.000463 -0.000791 -0.000844 -0.000959
716 DER1 Combination 0.012683 -3.3E-05 0.001059 -0.000941 -0.000293 -0.001376
716 DER2 Combination 5.1E-05 0.015697 0.000931 -0.000996 -0.000584 -2.1E-05
717 DER1 Combination 0.012571 0.000312 0.000597 -0.001099 0.000936 -0.001358
717 DER2 Combination -5.1E-05 0.015697 0.000931 -0.000996 0.000584 2.1E-05
718 DER1 Combination 0.012553 2.3E-05 -6.9E-05 -0.000826 0.001154 -0.00011
718 DER2 Combination -7.4E-05 0.016104 0.000463 -0.000791 0.000844 0.000959
##
##
##
##
##
##
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
DI2001-
PS3-TIPOIRREGULARIDAD EN PLANTA
TIPO DESCRIPCION
Irregularidad torsional — La irregularidad torsional existe cuando en
una edificación con diafragma rígido, la máxima deriva de piso de un
extremo de la estructura, calculada incluyendo la torsión accidental y
medida perpendicularmente a un eje determinado, es más de 1.2 y
menor o igual a 1.4 veces la deriva promedio de los dos extremos de la
estructura, con respecto al mismo eje de referencia.
1aP
FIGURA REVISION COEF.
1.0
1bP
Irregularidad torsional extrema — La irregularidad torsional extrema
existe cuando en una edificación con diafragma rígido, la máxima deriva
de piso de un extremo de la estructura, calculada incluyendo la torsión
accidental y medida perpendicularmente a un eje determinado, es más
de 1.4 veces la deriva promedio de los dos extremos de la estructura, con
respecto al mismo eje de referencia.
2P
Retrocesos excesivos en las esquinas — La configuración de una
estructura se considera irregular cuando ésta tiene retrocesos excesivos
en sus esquinas. Un retroceso en una esquina se considera excesivo
cuando las proyecciones de la estructura, a ambos lados del retroceso,
son mayores que el 15 por ciento de la dimensión de la planta de la
estructura en la dirección del retroceso.
3P
Discontinuidades en el diafragma — Cuando el diafragma tiene
discontinuidades apreciables o variaciones en su rigidez, incluyendo las
causadas por aberturas, entradas, retrocesos o huecos con áreas
mayores al 50 por ciento del área bruta del diafragma o existen cambios
en la rigidez efectiva del diafragma de más del 50 por ciento, entre
niveles consecutivos, la estructura se considera irregular.
4P
Desplazamientos del plano de acción de elementos verticales — La
estructura se considera irregular cuando existen discontinuidades en las
trayectorias de las fuerzas inducidas por los efectos sísmicos, tales como
cuando se traslada el plano que contiene a un grupo de elementos
verticales del sistema de resistencia sísmica, en una dirección
perpendicular a él, generando un nuevo plano. Los altillos o manzardas
de un solo piso se eximen de este requisito.
5P
Sistemas no paralelos — Cuando las direcciones de acción horizontal
de los elementos verticales del sistema de resistencia sísmica no son
paralelas o simétricas con respecto a los ejes ortogonales horizontales
principales del sistema de resistencia sísmica, la estructura se considera
irregular.
Notas:
1. En zonas de amenaza sísmica intermedia para edificaciones pertenecientes al grupo de uso I, la evaluación de irregularidad se
puede limitar a las irregularidades de los tipos 1aP, 1bP, 3P y 4P (Véase A.3.3.7).
2. En zonas de amenaza sísmica baja para edificaciones pertenecientes a los grupos de uso I y II, la evaluación de irregularidad
se puede limitar a las irregularidades tipo 1aP e 1bP (Véase A.3.3.6).
1.0Coeficiente de irregularidad en planta de la edificacion fp:
1.0
1.0
1.0
1.0
1.0
##
##
##
##
##
##
##
Observaciones: Diseño: J.O.T.T
Reviso: A. J. F. E.
DI2001-PS3-
TIPOIRREGULARIDAD EN ALTURA
TIPO DESCRIPCION FIGURA REVISION COEF.
1aA
Piso flexible (Irregularidad en rigidez) — Cuando la rigidez ante
fuerzas horizontales de un piso es menor del 70 por ciento pero superior
o igual al 60 por ciento de la rigidez del piso superior o menor del 80 por
ciento pero superior o igual al 70 por ciento del promedio de la rigidez de
los tres pisos superiores, la estructura se considera irregular.
1.0
3A
Irregularidad geométrica — Cuando la dimensión horizontal del sistema
de resistencia sísmica en cualquier piso es mayor que 1.3 veces la
misma dimensión en un piso adyacente, la estructura se considera
irregular. Se exceptúa el caso de los altillos de un solo piso.
1.0
2A
Irregularidad en la distribución de las masas — Cuando la masa, mi,
de cualquier piso es mayor que 1.5 veces la masa de uno de los pisos
contiguos, la estructura se considera irregular. Se exceptúa el caso de
cubiertas que sean más livianas que el piso de abajo.
1.0
1bA
Piso flexible (Irregularidad extrema en rigidez) — Cuando la rigidez
ante fuerzas horizontales de un piso es menor del 60 por ciento de la
rigidez del piso superior o menor del 70 por ciento del promedio de la
rigidez de los tres pisos superiores, la estructura se considera irregular.
1.0
4A
Desplazamientos dentro del plano de acción- La estructura se
considera irregular cuando existen desplazamientos en el alineamiento de
elementos verticales del sistema de resistencia sísmica, dentro del mismo
plano que los contiene, y estos desplazamientos son mayores que la
dimensión horizontal del elemento. Cuando los elementos desplazados
solo sostienen la cubierta de la edificación sin otras cargas adicionales de
tanques, se eximen de esta consideración.
1.0
5aA
Piso débil - Discontinuidad en la resistencia - Cuando la resistencia del
piso es menor del 80 por ciento de la del piso inmediatamente superior
pero superior o igual al 65 por ciento, entendiendo la resistencia del piso
como la suma de las resistencias de todos los elementos que comparten
el cortante del piso para la dirección considerada, la estructura se
considera irregular.
1.0
Coeficiente de irregularidad en planta de la edificacion fp: 1.0
5bA
Piso débil — Discontinuidad extrema en la resistencia — Cuando la
resistencia del piso es menor del 65 por ciento de la del piso
inmediatamente superior, entendiendo la resistencia del piso como la
suma de las resistencias de todos los elementos que comparten el
cortante del piso para la dirección considerada, la estructura se considera
irregular.
1.0
NOTA:
1. Cuando la deriva de cualquier piso es menor de 1.3 veces la deriva del piso siguiente hacia arriba, puede considerarse que no existen
irregularidades de los tipos 1aA, 1bA, 2A, ó 3A (Véase A.3.3.5.1).
2. En zonas de amenaza sísmica intermedia para edificaciones pertenecientes al grupo de uso I, la evaluación de irregularidad se puede limitar a las
irregularidades de los tipos 4A, 5aA y 5bA (Véase A.3.3.7).
3. En zonas de amenaza sísmica baja para edificaciones pertenecientes a los grupos de usos I y II, la evaluación de irregularidad se puede limitar a
la irregularidad tipo 5aA y 5bA (Véase A.3.3.6).
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
7. DERIVAS ADMISIBLES Y ACTUANTES
P1 CUB P1 CUB
255 256
Límite para restricción de deriva: h pi: Altura de piso
*Dado que es una edificación de 1 solo nivel y no hay elementos 6 7
fragiles no hay limite de derivas
Observaciones: EJECUTÓREVISÓ:
NUDOS DE LAS
ESQUINAS
CUB DERX 0
256 2.50 12.70 0.12 12.50 -0.08 12.50 25.0 0.50BASE
Piso Combo JointÍndice de
flexibilidad
BASE
[m]
h pi δx
Índice de
flexibilidad[mm] Pemitida∆δx
0
Jointh pi δx δy
0.106 2.50
Piso Combo JointÍndice de
flexibilidad[m] [mm] [mm] [mm] Pemitida
14.18
0.51
BASE
PLATAFORMA DERX 255 2.50
14.18 0.10 14.18 25.0 0.57
CUB
PLATAFORMA DERXDERX
DI2001-PS3MDerivas de piso X-X
1.0%
Piso Combo Jointh pi δx δy
[mm] Pemitida
∆δx ∆δy ∆ ∆ máx Índice de
flexibilidad[m] [mm] [mm] [mm] [mm]
12.70 0.46 0.46 12.71 25.012.70
J.O.T.TJ. A. F. E.
δy ∆δx ∆δy ∆ ∆ máx
CUB DERX 0
∆δy ∆ ∆ máx[mm] [mm] [mm]
Piso Combo[mm]
δy
CUB DERX 0
0.56BASE
PLATAFORMA DERX 7 2.50 14.07 0.33
PLATAFORMA DERX
[mm] [mm] [mm]∆δx ∆δy
[m] [mm]h pi
[mm] Pemitida∆ ∆ máx
[mm] [mm]
δx
0 0
0.2 0.2
14.07 0.33 14.07 25.0
Límite para restricción de deriva: h pi: Altura de piso
*Dado que es una edificación de 1 solo nivel y no hay elementos
fragiles no hay limite de derivas
Observaciones: EJECUTÓREVISÓ:
BASE
J. A. F. E.
δy ∆δx ∆δy ∆ ∆ máx Índice de
flexibilidad
PLATAFORMA DERY 7 2.50 0.32 15.71 0.32 15.71 15.71
J.O.T.T
DERY 256 0.61
PLATAFORMA DERY 255 0.61
BASE
Piso Combo Jointh pi δx ∆δx ∆δy ∆ ∆ máx Índice de
flexibilidad[m] [mm] [mm] [mm] [mm] [mm]
PLATAFORMA
δy ∆δx ∆δy ∆ ∆ máx
δy
DI2001-PS3MDerivas de piso Y-Y
1.0%
Piso Combo Jointh pi
0
Índice de
flexibilidad[mm] [mm] [mm] [mm] [mm] Pemitida
δx
CUB DERY
Pemitida
25.02.50 0.32 15.33 0.32 15.33 15.33
15.78 15.78
Índice de
flexibilidad
∆δx
DERY 00.63
BASE
[mm] [mm] [mm] Pemitida[m] [mm] [mm]Piso Combo Joint
25.0PLATAFORMA DERY 6 2.50 0.10 15.78 0.10
25.0 0.63
15.33 25.0
[m]
CUB DERY 0
BASE
Piso Combo Jointh pi δx
h pi δx
CUB
∆δy ∆ ∆ máx
[mm] Pemitida
0
0 0
0 0
0 0
[mm]
δy
[mm] [mm]
0.10 15.33 0.10 15.33
0
[mm]
CUB
DERY 0
[m]
2.50
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
8. CHEQUEO DE ELEMENTOS
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
8.1 ELEMENTOS DE MADERA
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
8.1.1 VIGAS
MODULO 4 DOC: ESS DISEÑO DE ELEMENTOS DE MADERA - NSR-10 TITULO G - ESTRUCTURAS DE MADERADiseño estructural VS: 00 V16X30Barranquilla PERMANENTES
CARACTERíSTICAS DE LA MADERA GEOMETRÍA DEL ELEMENTOCalidad de la madera Estructural Selecta (E.S) Tipo de sección RectangularElemento portante Principal Base B = mmGrupo Estructural (ES) ES4 Altura H = mmTipo de madera Madera laminada Longitud L = mmTipo de elemento Viga L no soportada Lu = mm
G.2 Coeficientes de aplicación general G.3 Coeficientes para elementos a flexión
G.2.2.3.1 — Por duración de la carga (CD ) G.3.3.2.1 — Coeficiente de forma (CF)Típica carga de diseño: MuertaDuración Carga: Permanente No Aplica
G.2.2.3.2 — Por contenido de humedad (Cm )Contenido de Humedad: 4. FUERZAS Y MOMENTOS RESISTENTES 5. FUERZAS Y MOMENTOS ACTUANTES
G.2.2.3.3 — Por temperatura (Ct ) CF = Cd x CL = Cortante Vr = = Tonf Cortante V = = TonfTemperatura [°C]: T≤37.8°C Aplastamiento Nr = = Tonf Aplastamiento N = = TonfCondiciones de Servicio: Húmedo G.3.3.2.4 — Uso en cara ancha (d) , factor Cfu Flexión Mr = = Tonf-m Flexión M = = Tonf-m
No aplica Cfu (Fb) = Tensión Tr = = Tonf Tensión T = = TonfG.2.2.3.4 — Por incisión (Cin) Compresión Pr = = Tonf Compresión P = = TonfNo aplica Longitud efectiva de Vigas Le [mm]
G.2.2.3.5 — Por acción conjunta (Cr) Lu = mm Lu/d =No aplica d = mm Le = mm Esfuerzo Actuante Esfuerzo Resistente
b = mm RB =G.2.2.3.7 — Por desviación al grano (CDG)No aplica Condición de Cargas: Cortante V = fv = F'v = fv/F'v =Pendiente al grano (n) Aplastamiento N = fp = F'p = fp/F'p =
Tensión T = ft = F't = ft/F't =G.2.2.3.6 — Por rigidez al pandeo (CT ) Compresión P = fc = F'c = fc/F'c =No aplica Flexión M = fb = F'b = fb/F'b =
G.3.3.3 Coef. de modificaciónPor Estabilidad Lateral CL
Fb = [MPa] Emin = (G.5.1-1)Fb* = [MPa] E'mín =CL = FbE =
(G.5.1-2)G.3.3.4 — Condiciones de restricción lateral G.4.6 — Madera de sección Circulardonde el coeficiente CL para vigas es igual a 1.0Aplica G.3.3.4-(b) G.4.6.2.2 — Por preservación (Cpv )
No aplica
G.3.5.1.1 — Coeficiente por área de apoyo Cb G.4.6.2.3 — Desbastamiento o alisadura (Ckd )No aplica No aplica
EJECUTÓ: J.O.T.TREVISÓ: A.J.F.E.
00
Estructuras Sostenibles S.a.s -Cll 42 # 28-20 tel: 3151177 e-mail:[email protected] - Bogotá, Colombia.
PERMANENTES
Fi [MPa]
V16X30
1. DESCRIPCIÓN DEL ELEMENTO
48004800
1.00 1.00
1.00
-1.00
1.00--
12.10
Ft Fc
-1.00
1.00
1.00Fb
Cm1.001.001.00
-1.00
-
CTCFCfu
CtCin
1.002. COEFICIENTES DE MODIFICACIÓN
160300
50%
4800 16.00300 8724160 10.11
C. Carga uniformemente repartida
[MPa]16.80
0.98 4612.10 3927
N/A
3. TABLA DE COEFICIENTES DE MODIFICACIÓN Y ESFUERZOS MODIFICADOS
2.10Promedio
E mínMínimo
0.60
1.00 1.00 1.00 1.00 1.00 - -
FvFlexión
4620Tensión
13.00
0.900.75
0.90
Fc ǁ Fp ⱵFb
CDCR
-
1.00 1.00
---
-
1.00
-
0.80
-
Compresión Cortante12600
-0.85
11.50 2.80
E 0.5
16.80Compresión
FtParámetro
-1.00
-
Cvp 1.00
F'i [MPa]
0 0.00
4620
--
CLCpCb
Ckp 1.00
7. DISEÑO DE ELEMENTOS SOLICITADOS POR FLEXIÓN Y CARGA AXIAL
0.00
Solicitaciones Fuerzas [N],
1.001.00
-
1.001.00
1.00
1.00
1.00
1.001.00 1.00
0.900.851.00
1.001.00
0.900.80
1.00
1.00
-0.85
-CDG 1.00 1.00 1.00-
1.00Cr
-
----
- 1.00-
0.00
6. CHEQUEO DE SOLICITACIONES
0 0.00 8.28 0.000 0.00
-
[MPa] [MPa]
1.68 0.00
-
3927
Índice de Sobre Esfuerzo
8.28 1.61
-1.00 1.00
8.78
-
0.00-
0.00= 0.00 Cumple12.10 12.10
0.00 8.78
0.008.28 +
0.00 12.10 0.00
-
0.0012.10 = 0.00 Cumple
1.00 1.00 1.00 -
----
1.68
----
1.61
--
107101.00 1.00
5.258.232.96
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IND
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97
75
41D+1L
110.74
842.34
11.39
-0.26
1081.70
0.003
0.163
0.000
0.365
0.368
0.000
45
24
1D+1L
107.62
841.78
-11.34
0.27
1081.29
0.003
0.158
0.000
0.365
0.368
0.000
96
75
41D+1L
116.41
320.46
6.43
-3.54
1080.69
0.003
0.062
0.001
0.365
0.369
0.000
44
24
1D+1L
113.27
319.88
-6.39
3.53
1080.29
0.003
0.060
0.001
0.365
0.369
0.000
654
659
2.3
1D+1L
3.61
-369.39
-4.81
-1.68
1057.53
0.000
0.071
0.001
0.357
0.358
0.000
614
628
2.3
1D+1L
2.36
-369.35
4.84
1.68
1057.48
0.000
0.069
0.001
0.357
0.358
0.000
655
659
2.3
1D+1L
4.45
152.86
1.84
-2.16
1057.37
0.000
0.029
0.001
0.357
0.358
0.000
615
628
2.3
1D+1L
3.19
152.91
-1.82
2.16
1057.32
0.000
0.029
0.001
0.357
0.358
0.000
174
97
2.3
1D+1L
-15.85
-357.86
-3.83
-2.04
1054.57
0.001
0.069
0.001
0.356
0.358
0.357
175
97
2.3
1D+1L
-15.96
164.67
2.84
-1.99
1054.56
0.001
0.032
0.001
0.356
0.358
0.357
414
431
2.3
1D+1L
-17.97
-357.87
3.85
2.04
1054.55
0.001
0.067
0.001
0.356
0.358
0.357
415
431
2.3
1D+1L
-18.07
164.66
-2.82
2.00
1054.54
0.001
0.031
0.001
0.356
0.358
0.357
254
119
2.3
1D+1L
-3.96
-363.35
-4.35
-1.82
1051.33
0.000
0.070
0.001
0.355
0.356
0.356
534
539
2.3
1D+1L
-5.29
-363.35
4.37
1.82
1051.32
0.000
0.068
0.001
0.355
0.356
0.356
255
119
2.3
1D+1L
-3.57
158.95
2.31
-2.06
1051.25
0.000
0.031
0.001
0.355
0.356
0.356
535
539
2.3
1D+1L
-4.9
158.96
-2.29
2.06
1051.23
0.000
0.030
0.001
0.355
0.356
0.356
294
336
2.3
1D+1L
-43.37
-364.89
4.51
1.88
1046.83
0.003
0.069
0.001
0.353
0.357
0.354
334
368
2.3
1D+1L
-41.6
-364.90
-4.48
-1.88
1046.80
0.003
0.070
0.001
0.353
0.357
0.354
454
483
2.3
1D+1L
-40.87
-360.44
4.55
1.84
1046.79
0.002
0.068
0.001
0.353
0.356
0.354
574
577
2.3
1D+1L
-39.01
-360.42
-4.53
-1.84
1046.76
0.002
0.070
0.001
0.353
0.356
0.354
494
485
2.3
1D+1L
-38.01
-362.21
4.15
1.95
1046.74
0.002
0.068
0.001
0.353
0.356
0.354
295
336
2.3
1D+1L
-42.84
157.71
-2.14
2.19
1046.73
0.003
0.030
0.001
0.353
0.357
0.354
214
108
2.3
1D+1L
-35.96
-362.20
-4.13
-1.95
1046.71
0.002
0.070
0.001
0.353
0.356
0.354
335
368
2.3
1D+1L
-41.07
157.69
2.17
-2.19
1046.70
0.002
0.030
0.001
0.353
0.357
0.354
495
485
2.3
1D+1L
-37.81
160.32
-2.51
2.08
1046.69
0.002
0.030
0.001
0.353
0.356
0.354
455
483
2.3
1D+1L
-40.27
162.09
-2.11
2.19
1046.67
0.002
0.031
0.001
0.353
0.357
0.354
215
108
2.3
1D+1L
-35.77
160.32
2.53
-2.08
1046.66
0.002
0.031
0.001
0.353
0.356
0.354
575
577
2.3
1D+1L
-38.41
162.10
2.13
-2.19
1046.65
0.002
0.031
0.001
0.353
0.356
0.354
375
377
2.3
1D+1L
84.97
134.42
-3.11
1.92
1015.20
0.002
0.025
0.001
0.343
0.345
0.000
374
377
2.3
1D+1L
85.5
-388.10
3.49
2.20
1015.15
0.002
0.073
0.001
0.343
0.346
0.000
135
86
2.3
1D+1L
87.15
134.33
3.12
-1.92
1015.08
0.002
0.026
0.001
0.343
0.345
0.000
134
86
2.3
1D+1L
87.68
-388.19
-3.47
-2.20
1015.02
0.002
0.075
0.001
0.343
0.346
0.000
694
710
2.3
1D+1L
-14.74
-335.94
4.72
1.92
1013.93
0.001
0.063
0.001
0.342
0.344
0.343
695
710
2.3
1D+1L
-13.85
186.99
-1.86
2.42
1013.78
0.001
0.035
0.001
0.342
0.344
0.343
734
741
2.3
1D+1L
-12.83
-335.78
-4.69
-1.92
1013.70
0.001
0.065
0.001
0.342
0.344
0.343
735
741
2.3
1D+1L
-11.94
187.16
1.89
-2.42
1013.55
0.001
0.036
0.001
0.342
0.344
0.343
102
75
5.5
1D+1L
94.15
1937.67
-2.52
-0.11
-998.92
0.002
0.369
0.000
0.337
0.340
0.000
50
25.5
1D+1L
91.07
1937.14
2.57
0.06
-998.51
0.002
0.370
0.000
0.337
0.339
0.000
103
75
5.5
1D+1L
87.3
2475.33
-2.07
3.76
-997.68
0.002
0.472
0.001
0.337
0.340
0.000
51
25.5
1D+1L
84.23
2474.81
2.10
-3.80
-997.27
0.002
0.472
0.001
0.337
0.340
0.000
742
741
4.3
1D+1L
-21.92
1821.85
-15.31
4.05
-989.30
0.001
0.344
0.001
0.334
0.337
0.336
743
741
4.3
1D+1L
-24.58
2360.31
-36.21
5.47
-988.73
0.001
0.443
0.002
0.334
0.337
0.336
702
710
4.3
1D+1L
-23.83
1821.67
15.32
-4.10
-988.71
0.001
0.350
0.001
0.334
0.337
0.335
703
710
4.3
1D+1L
-26.5
2360.15
36.11
-5.53
-988.15
0.002
0.457
0.002
0.334
0.337
0.336
657
659
2.8
1D+1L
2.37
688.82
7.21
-1.86
978.11
0.000
0.133
0.001
0.330
0.331
0.000
617
628
2.8
1D+1L
1.11
688.88
-7.18
1.86
978.04
0.000
0.130
0.001
0.330
0.331
0.000
656
659
2.8
1D+1L
4.45
165.83
1.84
-3.08
977.70
0.000
0.032
0.001
0.330
0.331
0.000
616
628
2.8
1D+1L
3.19
165.88
-1.82
3.07
977.63
0.000
0.031
0.001
0.330
0.331
0.000
Co
mp
resi
ón
:16533.0
kg
Flex
ión
M2:
2962.0
kg.m
cmTe
nsi
ón
:40555.0
kg
Flex
ión
M3:
2962.0
kg.m
cm:
Co
rtan
te:
5245.0
kg
Re:
5.9
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
BA
SE:
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
CA
RG
AS
DE
DIS
EÑO
-P
ERM
AN
ENTE
S
SEC
CIÓ
N:
REC
TAN
GU
LAR
16
ALT
UR
A:
30
IND
ICES
177
97
2.8
1D+1L
-18.94
700.92
8.14
-1.69
969.53
0.001
0.135
0.001
0.327
0.329
0.328
417
431
2.8
1D+1L
-21.06
700.91
-8.12
1.69
969.52
0.001
0.132
0.001
0.327
0.329
0.328
257
119
2.8
1D+1L
-6.08
694.97
7.63
-1.76
969.00
0.000
0.134
0.001
0.327
0.328
0.328
537
539
2.8
1D+1L
-7.41
694.98
-7.60
1.75
968.99
0.000
0.131
0.001
0.327
0.328
0.328
176
97
2.8
1D+1L
-15.96
177.63
2.84
-3.41
968.98
0.001
0.034
0.001
0.327
0.329
0.328
416
431
2.8
1D+1L
-18.07
177.62
-2.82
3.41
968.97
0.001
0.033
0.001
0.327
0.329
0.328
256
119
2.8
1D+1L
-3.57
171.92
2.31
-3.21
968.53
0.000
0.033
0.001
0.327
0.328
0.328
536
539
2.8
1D+1L
-4.9
171.92
-2.29
3.20
968.51
0.000
0.032
0.001
0.327
0.328
0.328
297
336
2.8
1D+1L
-45.2
694.01
-7.49
1.89
965.08
0.003
0.131
0.001
0.326
0.329
0.327
337
368
2.8
1D+1L
-43.44
693.99
7.51
-1.90
965.06
0.003
0.134
0.001
0.326
0.329
0.327
296
336
2.8
1D+1L
-42.84
170.68
-2.14
3.26
964.63
0.003
0.032
0.001
0.326
0.329
0.327
336
368
2.8
1D+1L
-41.07
170.66
2.17
-3.27
964.61
0.002
0.033
0.001
0.326
0.329
0.327
497
485
2.8
1D+1L
-40.5
696.59
-7.81
1.79
963.79
0.002
0.131
0.001
0.325
0.328
0.326
217
108
2.8
1D+1L
-38.46
696.59
7.83
-1.80
963.77
0.002
0.134
0.001
0.325
0.328
0.326
496
485
2.8
1D+1L
-37.81
173.28
-2.51
3.34
963.29
0.002
0.033
0.001
0.325
0.329
0.327
216
108
2.8
1D+1L
-35.77
173.29
2.53
-3.34
963.26
0.002
0.034
0.001
0.325
0.328
0.327
457
483
2.8
1D+1L
-42.55
698.37
-7.42
1.92
962.83
0.003
0.132
0.001
0.325
0.328
0.326
577
577
2.8
1D+1L
-40.69
698.39
7.44
-1.92
962.80
0.002
0.135
0.001
0.325
0.328
0.326
456
483
2.8
1D+1L
-40.27
175.05
-2.11
3.24
962.39
0.002
0.033
0.001
0.325
0.328
0.326
576
577
2.8
1D+1L
-38.41
175.07
2.13
-3.25
962.36
0.002
0.034
0.001
0.325
0.328
0.326
830
823
1.8
1D+1L
39.92
-1044.15
-11.35
-0.91
960.09
0.001
0.201
0.000
0.324
0.325
0.000
778
792
1.8
1D+1L
36.93
-1043.67
11.33
0.91
959.61
0.001
0.197
0.000
0.324
0.325
0.000
831
823
1.8
1D+1L
45.53
-521.51
-7.24
-4.16
959.04
0.001
0.101
0.001
0.324
0.326
0.000
779
792
1.8
1D+1L
42.53
-521.01
7.23
4.17
958.57
0.001
0.098
0.001
0.324
0.326
0.000
377
377
2.8
1D+1L
81.7
670.62
-8.31
1.60
945.34
0.002
0.126
0.001
0.319
0.322
0.000
137
86
2.8
1D+1L
83.87
670.53
8.33
-1.60
945.26
0.002
0.129
0.001
0.319
0.322
0.000
376
377
2.8
1D+1L
84.97
147.39
-3.11
3.47
944.75
0.002
0.028
0.001
0.319
0.322
0.000
136
86
2.8
1D+1L
87.15
147.30
3.12
-3.48
944.67
0.002
0.029
0.001
0.319
0.322
0.000
837
823
3.3
1D+1L
43.21
1082.37
6.87
-1.91
931.73
0.001
0.208
0.001
0.315
0.316
0.000
836
823
3.3
1D+1L
47.14
558.75
5.89
-4.22
930.94
0.001
0.108
0.001
0.314
0.317
0.000
785
792
3.3
1D+1L
40.18
1082.97
-6.88
1.91
930.47
0.001
0.205
0.001
0.314
0.316
0.000
784
792
3.3
1D+1L
44.12
559.31
-5.89
4.23
929.68
0.001
0.106
0.001
0.314
0.316
0.000
697
710
2.8
1D+1L
-15.69
723.74
-7.08
2.27
917.42
0.001
0.137
0.001
0.310
0.311
0.311
737
741
2.8
1D+1L
-13.79
723.92
7.12
-2.28
917.10
0.001
0.139
0.001
0.310
0.311
0.310
696
710
2.8
1D+1L
-13.85
199.96
-1.86
3.35
917.04
0.001
0.038
0.001
0.310
0.312
0.311
736
741
2.8
1D+1L
-11.94
200.13
1.89
-3.36
916.73
0.001
0.039
0.001
0.309
0.311
0.311
582
577
4.3
1D+1L
-50.31
1795.24
-11.50
2.74
-904.26
0.003
0.340
0.001
0.305
0.309
0.307
462
483
4.3
1D+1L
-52.18
1795.24
11.52
-2.78
-904.22
0.003
0.344
0.001
0.305
0.309
0.307
583
577
4.3
1D+1L
-54.07
2333.24
-25.59
4.81
-903.51
0.003
0.440
0.002
0.305
0.310
0.307
463
483
4.3
1D+1L
-55.94
2333.26
25.54
-4.84
-903.47
0.003
0.450
0.002
0.305
0.310
0.307
422
431
4.3
1D+1L
-32.06
1797.64
9.78
-2.15
-901.02
0.002
0.345
0.001
0.304
0.307
0.305
182
97
4.3
1D+1L
-29.95
1797.62
-9.76
2.12
-901.01
0.002
0.341
0.001
0.304
0.307
0.305
222
108
4.3
1D+1L
-48.88
1793.39
-10.51
2.40
-900.44
0.003
0.340
0.001
0.304
0.308
0.305
502
485
4.3
1D+1L
-50.92
1793.41
10.53
-2.43
-900.42
0.003
0.344
0.001
0.304
0.308
0.305
423
431
4.3
1D+1L
-36.48
2335.59
22.01
-4.58
-900.17
0.002
0.449
0.002
0.304
0.308
0.306
183
97
4.3
1D+1L
-34.38
2335.56
-22.05
4.55
-900.15
0.002
0.441
0.002
0.304
0.308
0.306
223
108
4.3
1D+1L
-53.04
2331.36
-23.26
4.68
-899.63
0.003
0.440
0.002
0.304
0.309
0.306
503
485
4.3
1D+1L
-55.07
2331.40
23.21
-4.71
-899.61
0.003
0.449
0.002
0.304
0.309
0.306
Co
mp
resi
ón
:16533.0
kg
Flex
ión
M2:
2962.0
kg.m
cmTe
nsi
ón
:40555.0
kg
Flex
ión
M3:
2962.0
kg.m
cm:
Co
rtan
te:
5245.0
kg
Re:
5.9
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
BA
SE:
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
CA
RG
AS
DE
DIS
EÑO
-P
ERM
AN
ENTE
S
SEC
CIÓ
N:
REC
TAN
GU
LAR
16
ALT
UR
A:
30
IND
ICES
302
336
4.3
1D+1L
-55.03
1790.81
11.15
-2.61
-895.35
0.003
0.344
0.001
0.302
0.306
0.304
342
368
4.3
1D+1L
-53.26
1790.77
-11.13
2.57
-895.32
0.003
0.339
0.001
0.302
0.306
0.304
303
336
4.3
1D+1L
-58.93
2328.79
25.41
-4.74
-894.58
0.004
0.449
0.002
0.302
0.307
0.304
343
368
4.3
1D+1L
-57.16
2328.73
-25.46
4.71
-894.55
0.003
0.439
0.002
0.302
0.307
0.304
542
539
4.3
1D+1L
-17.54
1791.27
10.70
-2.59
-892.45
0.001
0.344
0.001
0.301
0.303
0.302
262
119
4.3
1D+1L
-16.22
1791.24
-10.67
2.56
-892.40
0.001
0.339
0.001
0.301
0.303
0.302
543
539
4.3
1D+1L
-21.61
2329.07
23.28
-4.82
-891.64
0.001
0.448
0.002
0.301
0.304
0.303
263
119
4.3
1D+1L
-20.28
2329.03
-23.33
4.79
-891.60
0.001
0.440
0.002
0.301
0.304
0.303
382
377
4.3
1D+1L
70.32
1767.18
9.41
-2.06
-879.59
0.002
0.339
0.001
0.297
0.299
0.000
142
86
4.3
1D+1L
72.49
1767.08
-9.39
2.03
-879.52
0.002
0.335
0.001
0.297
0.299
0.000
383
377
4.3
1D+1L
65.73
2305.06
20.72
-4.58
-878.70
0.002
0.443
0.002
0.297
0.300
0.000
143
86
4.3
1D+1L
67.89
2304.93
-20.75
4.56
-878.64
0.002
0.435
0.002
0.297
0.300
0.000
622
628
4.3
1D+1L
-8.25
1785.08
11.30
-2.77
-874.29
0.000
0.342
0.001
0.295
0.297
0.296
662
659
4.3
1D+1L
-6.99
1785.00
-11.27
2.73
-874.13
0.000
0.338
0.001
0.295
0.296
0.296
623
628
4.3
1D+1L
-11.98
2322.86
24.83
-4.82
-873.53
0.001
0.448
0.002
0.295
0.297
0.297
663
659
4.3
1D+1L
-10.72
2322.76
-24.88
4.78
-873.36
0.001
0.438
0.002
0.295
0.297
0.297
172
97
1.8
1D+1L
-18.48
-894.97
-7.89
-2.43
872.93
0.001
0.172
0.001
0.295
0.297
0.296
412
431
1.8
1D+1L
-20.6
-894.98
7.91
2.44
872.91
0.001
0.169
0.001
0.295
0.297
0.296
173
97
1.8
1D+1L
-15.85
-370.83
-3.83
-3.96
872.39
0.001
0.071
0.001
0.295
0.297
0.296
413
431
1.8
1D+1L
-17.97
-370.84
3.85
3.97
872.37
0.001
0.070
0.001
0.295
0.297
0.296
652
659
1.8
1D+1L
0.02969
-906.24
-8.84
-2.02
870.27
0.000
0.174
0.001
0.294
0.294
0.000
612
628
1.8
1D+1L
-1.23
-906.20
8.87
2.03
870.24
0.000
0.171
0.001
0.294
0.295
0.294
653
659
1.8
1D+1L
3.61
-382.36
-4.81
-4.09
869.59
0.000
0.074
0.001
0.294
0.295
0.000
613
628
1.8
1D+1L
2.36
-382.32
4.84
4.10
869.56
0.000
0.072
0.001
0.294
0.295
0.000
252
119
1.8
1D+1L
-7.09
-900.24
-8.40
-2.19
867.03
0.000
0.173
0.001
0.293
0.294
0.294
532
539
1.8
1D+1L
-8.42
-900.24
8.42
2.19
867.02
0.001
0.170
0.001
0.293
0.294
0.294
253
119
1.8
1D+1L
-3.96
-376.31
-4.35
-4.00
866.42
0.000
0.073
0.001
0.293
0.294
0.294
533
539
1.8
1D+1L
-5.29
-376.31
4.37
4.01
866.40
0.000
0.071
0.001
0.293
0.294
0.294
452
483
1.8
1D+1L
-44.21
-897.52
8.62
2.19
863.96
0.003
0.169
0.001
0.292
0.295
0.293
572
577
1.8
1D+1L
-42.34
-897.49
-8.60
-2.18
863.95
0.003
0.173
0.001
0.292
0.295
0.293
453
483
1.8
1D+1L
-40.87
-373.41
4.55
4.11
863.32
0.002
0.070
0.001
0.291
0.295
0.293
573
577
1.8
1D+1L
-39.01
-373.39
-4.53
-4.10
863.31
0.002
0.072
0.001
0.291
0.295
0.293
492
485
1.8
1D+1L
-40.93
-899.29
8.21
2.33
862.97
0.002
0.170
0.001
0.291
0.295
0.292
212
108
1.8
1D+1L
-38.88
-899.28
-8.20
-2.33
862.95
0.002
0.173
0.001
0.291
0.294
0.292
493
485
1.8
1D+1L
-38.01
-375.18
4.15
4.03
862.40
0.002
0.071
0.001
0.291
0.295
0.293
213
108
1.8
1D+1L
-35.96
-375.17
-4.13
-4.02
862.37
0.002
0.072
0.001
0.291
0.295
0.293
292
336
1.8
1D+1L
-46.62
-902.07
8.51
2.25
861.78
0.003
0.170
0.001
0.291
0.295
0.292
332
368
1.8
1D+1L
-44.85
-902.09
-8.49
-2.25
861.74
0.003
0.174
0.001
0.291
0.294
0.292
293
336
1.8
1D+1L
-43.37
-377.86
4.51
4.14
861.15
0.003
0.071
0.001
0.291
0.295
0.292
333
368
1.8
1D+1L
-41.6
-377.87
-4.48
-4.13
861.11
0.003
0.073
0.001
0.291
0.295
0.292
692
710
1.8
1D+1L
-18.26
-873.36
8.68
2.26
843.38
0.001
0.165
0.001
0.285
0.287
0.286
732
741
1.8
1D+1L
-16.35
-873.19
-8.65
-2.25
843.23
0.001
0.168
0.001
0.285
0.286
0.286
693
710
1.8
1D+1L
-14.74
-348.91
4.72
4.28
842.72
0.001
0.066
0.001
0.285
0.287
0.286
733
741
1.8
1D+1L
-12.83
-348.75
-4.69
-4.26
842.57
0.001
0.067
0.001
0.284
0.287
0.286
372
377
1.8
1D+1L
83.48
-925.25
7.28
2.76
818.30
0.002
0.175
0.001
0.276
0.279
0.000
132
86
1.8
1D+1L
85.67
-925.34
-7.26
-2.76
818.13
0.002
0.178
0.001
0.276
0.279
0.000
373
377
1.8
1D+1L
85.5
-401.06
3.49
3.94
817.86
0.002
0.076
0.001
0.276
0.280
0.000
133
86
1.8
1D+1L
87.68
-401.15
-3.47
-3.94
817.69
0.002
0.077
0.001
0.276
0.280
0.000
MODULO 4 DOC: ESS DISEÑO DE ELEMENTOS DE MADERA - NSR-10 TITULO G - ESTRUCTURAS DE MADERADiseño estructural VS: 00 V16X30Barranquilla SISMO
CARACTERíSTICAS DE LA MADERA GEOMETRÍA DEL ELEMENTOCalidad de la madera Estructural Selecta (E.S) Tipo de sección RectangularElemento portante Principal Base B = mmGrupo Estructural (ES) ES4 Altura H = mmTipo de madera Madera laminada Longitud L = mmTipo de elemento Viga L no soportada Lu = mm
G.2 Coeficientes de aplicación general G.3 Coeficientes para elementos a flexión
G.2.2.3.1 — Por duración de la carga (CD ) G.3.3.2.1 — Coeficiente de forma (CF)Típica carga de diseño: Viento y SismoDuración Carga: Diez minutos No Aplica
G.2.2.3.2 — Por contenido de humedad (Cm )Contenido de Humedad: 4. FUERZAS Y MOMENTOS RESISTENTES 5. FUERZAS Y MOMENTOS ACTUANTES
G.2.2.3.3 — Por temperatura (Ct ) CF = Cd x CL = Cortante Vr = = Tonf Cortante V = = TonfTemperatura [°C]: T≤37.8°C Aplastamiento Nr = = Tonf Aplastamiento N = = TonfCondiciones de Servicio: Húmedo G.3.3.2.4 — Uso en cara ancha (d) , factor Cfu Flexión Mr = = Tonf-m Flexión M = = Tonf-m
No aplica Cfu (Fb) = Tensión Tr = = Tonf Tensión T = = TonfG.2.2.3.4 — Por incisión (Cin) Compresión Pr = = Tonf Compresión P = = TonfNo aplica Longitud efectiva de Vigas Le [mm]
G.2.2.3.5 — Por acción conjunta (Cr) Lu = mm Lu/d =No aplica d = mm Le = mm Esfuerzo Actuante Esfuerzo Resistente
b = mm RB =G.2.2.3.7 — Por desviación al grano (CDG)No aplica Condición de Cargas: Cortante V = fv = F'v = fv/F'v =Pendiente al grano (n) Aplastamiento N = fp = F'p = fp/F'p =
Tensión T = ft = F't = ft/F't =G.2.2.3.6 — Por rigidez al pandeo (CT ) Compresión P = fc = F'c = fc/F'c =No aplica Flexión M = fb = F'b = fb/F'b =
G.3.3.3 Coef. de modificaciónPor Estabilidad Lateral CL
Fb = [MPa] Emin = (G.5.1-1)Fb* = [MPa] E'mín =CL = FbE =
(G.5.1-2)G.3.3.4 — Condiciones de restricción lateral G.4.6 — Madera de sección Circulardonde el coeficiente CL para vigas es igual a 1.0Aplica G.3.3.4-(b) G.4.6.2.2 — Por preservación (Cpv )
No aplica
G.3.5.1.1 — Coeficiente por área de apoyo Cb G.4.6.2.3 — Desbastamiento o alisadura (Ckd )No aplica No aplica
EJECUTÓ: J.O.T.TREVISÓ: A.J.F.E.
00
Estructuras Sostenibles S.a.s -Cll 42 # 28-20 tel: 3151177 e-mail:[email protected] - Bogotá, Colombia.
SISMO
Fi [MPa]
V16X30
1. DESCRIPCIÓN DEL ELEMENTO
48004800
1.00 1.00
1.00
-1.00
1.00--
21.50
Ft Fc
-1.00
1.00
1.00Fb
Cm1.001.001.00
-1.00
-
CTCFCfu
CtCin
1.002. COEFICIENTES DE MODIFICACIÓN
160300
50%
4800 16.00300 8724160 10.11
C. Carga uniformemente repartida
[MPa]16.80
0.96 4621.50 3927
N/A
3. TABLA DE COEFICIENTES DE MODIFICACIÓN Y ESFUERZOS MODIFICADOS
2.10Promedio
E mínMínimo
0.60
1.00 1.00 1.00 1.00 1.00 - -
FvFlexión
4620Tensión
13.00
1.600.75
1.60
Fc ǁ Fp ⱵFb
CDCR
-
1.00 1.00
---
-
1.00
-
0.80
-
Compresión Cortante12600
-0.85
11.50 2.80
E 0.5
16.80Compresión
FtParámetro
-1.00
-
Cvp 1.00
F'i [MPa]
0 0.00
4620
--
CLCpCb
Ckp 1.00
7. DISEÑO DE ELEMENTOS SOLICITADOS POR FLEXIÓN Y CARGA AXIAL
0.00
Solicitaciones Fuerzas [N],
1.001.00
-
1.001.00
1.00
1.00
1.00
1.001.00 1.00
1.600.851.00
1.001.00
1.600.80
1.00
1.00
-0.85
-CDG 1.00 1.00 1.00-
1.00Cr
-
----
- 1.00-
0.00
6. CHEQUEO DE SOLICITACIONES
0 0.00 14.72 0.000 0.00
-
[MPa] [MPa]
1.68 0.00
-
3927
Índice de Sobre Esfuerzo
14.72 2.86
-1.00 1.00
15.60
-
0.00-
0.00= 0.00 Cumple21.50 21.50
0.00 15.60
0.0014.72 +
0.00 21.50 0.00
-
0.0021.50 = 0.00 Cumple
1.00 1.00 1.00 -
----
1.68
----
2.86
--
107101.00 1.00
9.338.235.27
72.1076.41
septiembre de 2020
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F���f�
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Co
mp
resi
ón
:17075.0
kg
Flex
ión
M2:
5266.0
kg.m
cmTe
nsi
ón
:72098.0
kg
Flex
ión
M3:
5266.0
kg.m
cm:
Co
rtan
te:
9325.0
kg
Re:
5.9
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
REC
TAN
GU
LAR
BA
SE:
16
ALT
UR
A:
30
12348
741
4.8
D+0.75L+0.525EQY
113.95
1939.77
-0.35
27.98
-1.71E+03
0.002
0.208
0.005
0.324
0.331
0.000
12388
741
4.8
D+0.75L-0.525EQY
113.95
1939.77
-0.35
27.98
-1706.12
0.002
0.208
0.005
0.324
0.331
0.000
11668
710
4.8
D+0.75L+0.525EQY
123.71
1940.5
31.36
-9.87
-1703.94
0.002
0.211
0.002
0.324
0.327
0.000
11708
710
4.8
D+0.75L-0.525EQY
123.71
1940.5
31.36
-9.87
-1703.94
0.002
0.211
0.002
0.324
0.327
0.000
9648
577
4.8
D+0.75L+0.525EQY
-92.85
1890.62
-24.9
-5.54
-1.70E+03
0.005
0.200
0.001
0.323
0.330
0.325
9688
577
4.8
D+0.75L-0.525EQY
-92.85
1890.62
-24.9
-5.54
-1702.17
0.005
0.200
0.001
0.323
0.330
0.325
5549
368
0D+0.75L+0.525EQY
-264.2
-2077.30
-6.68
-4.06
-1701.59
0.015
0.223
0.001
0.323
0.339
0.326
5589
368
0D+0.75L-0.525EQY
-264.2
-2077.30
-6.68
-4.06
-1701.59
0.015
0.223
0.001
0.323
0.339
0.326
7608
483
4.8
D+0.75L+0.525EQY
-89.89
1889.9
-2.94
-11.73
-1.70E+03
0.005
0.202
0.002
0.322
0.330
0.325
7648
483
4.8
D+0.75L-0.525EQY
-89.89
1889.9
-2.94
-11.73
-1698.14
0.005
0.202
0.002
0.322
0.330
0.325
4869
336
0D+0.75L+0.525EQY
-262.55
-2078.07
-13.77
-11.21
-1697.59
0.015
0.224
0.002
0.322
0.340
0.327
4909
336
0D+0.75L-0.525EQY
-262.55
-2078.07
-13.77
-11.21
-1697.59
0.015
0.224
0.002
0.322
0.340
0.327
3528
108
4.8
D+0.75L+0.525EQY
-155.48
1888.39
-21.02
-5.64
-1696.50
0.009
0.200
0.001
0.322
0.332
0.324
3568
108
4.8
D+0.75L-0.525EQY
-155.48
1888.39
-21.02
-5.64
-1696.50
0.009
0.200
0.001
0.322
0.332
0.324
8288
485
4.8
D+0.75L+0.525EQY
-151.93
1.89E+03
-3.1
-10.56
-1692.65
0.009
0.202
0.002
0.321
0.332
0.325
8328
485
4.8
D+0.75L-0.525EQY
-151.93
1887.74
-3.1
-10.56
-1.69E+03
0.009
0.202
0.002
0.321
0.332
0.325
12349
741
0D+0.75L+0.525EQY
-311.46
-2042.17
-8.14
-4.64
-1688.4
0.018
0.220
0.001
0.321
0.340
0.324
12389
741
0D+0.75L-0.525EQY
-311.46
-2.04E+03
-8.14
-4.64
-1688.4
0.018
0.220
0.001
0.321
0.340
0.324
10229
628
0D+0.75L+0.525EQX
-96.81
-2.07E+03
-122.87
-97.44
-1686.75
0.006
0.235
0.019
0.320
0.344
0.340
10269
628
0D+0.75L-0.525EQX
-96.81
-2072.7
-122.87
-97.44
-1.69E+03
0.006
0.235
0.019
0.320
0.344
0.340
10909
659
0D+0.75L+0.525EQX
-95.76
-2072.74
-118.18
-83.13
-1686.63
0.006
0.235
0.016
0.320
0.342
0.337
10949
659
0D+0.75L-0.525EQX
-95.76
-2.07E+03
-118.18
-83.13
-1686.63
0.006
0.235
0.016
0.320
0.342
0.337
4509
336
0D+0.75L+0.75W
-124.39
-2076.47
200.49
148.51
-1686.32
0.007
0.201
0.028
0.320
0.356
0.350
5469
368
0D+0.75L+0.525EQX
-160.65
-2071.01
-143.9
-104.69
-1686.07
0.009
0.238
0.020
0.320
0.349
0.341
5509
368
0D+0.75L-0.525EQX
-160.65
-2071.01
-143.9
-104.69
-1686.07
0.009
0.238
0.020
0.320
0.349
0.341
4789
336
0D+0.75L+0.525EQX
-161.97
-2071.03
-152.64
-120.87
-1686.02
0.009
0.238
0.023
0.320
0.353
0.345
4829
336
0D+0.75L-0.525EQX
-161.97
-2071.03
-152.64
-120.87
-1686.02
0.009
0.238
0.023
0.320
0.353
0.345
9568
577
4.8
D+0.75L+0.525EQX
-147.1
1900.71
-132.02
-99.73
-1685.9
0.009
0.190
0.019
0.320
0.348
0.340
9608
577
4.8
D+0.75L-0.525EQX
-147.1
1.90E+03
-132.02
-99.73
-1685.9
0.009
0.190
0.019
0.320
0.348
0.340
7528
483
4.8
D+0.75L+0.525EQX
-148.31
1900.75
-113.37
-116.34
-1685.85
0.009
0.192
0.022
0.320
0.351
0.344
7568
483
4.8
D+0.75L-0.525EQX
-148.31
1.90E+03
-113.37
-116.34
-1685.85
0.009
0.192
0.022
0.320
0.351
0.344
5189
368
0D+0.75L+0.75W
29.63
-2055.29
194.22
158.68
-1685.78
0.000
0.200
0.030
0.320
0.351
0.000
9949
628
0D+0.75L+0.75W
-85.11
-2079.45
203.79
150.32
-1685.22
0.005
0.201
0.029
0.320
0.354
0.349
7248
483
4.8
D+0.75L+0.75W
-118.94
1914.21
-185.68
147.95
-1.68E+03
0.007
0.185
0.028
0.320
0.355
0.349
6848
431
4.8
D+0.75L+0.525EQX
-114.23
1.90E+03
-110.45
-99.19
-1684.82
0.007
0.192
0.019
0.320
0.345
0.340
6888
431
4.8
D+0.75L-0.525EQX
-114.23
1901.21
-110.45
-99.19
-1.68E+03
0.007
0.192
0.019
0.320
0.345
0.340
9288
577
4.8
D+0.75L+0.75W
29.58
1901.89
-190.15
158.5
-1684.76
0.000
0.184
0.030
0.320
0.350
0.000
2768
97
4.8
D+0.75L+0.525EQX
-112.77
1901.16
-123.55
-85.84
-1684.69
0.007
0.191
0.016
0.320
0.343
0.337
2808
97
4.8
D+0.75L-0.525EQX
-112.77
1901.16
-1.24E+02
-85.84
-1684.69
0.007
0.191
0.016
0.320
0.343
0.337
6568
431
4.8
D+0.75L+0.75W
-95.55
1916.78
-190.66
151.52
-1684.51
0.006
0.185
0.029
0.320
0.354
0.350
11669
710
0D+0.75L+0.525EQY
-311.29
-2043.24
-14.83
-11.13
-1684.31
0.018
0.221
0.002
0.320
0.340
0.325
11709
710
0D+0.75L-0.525EQY
-311.29
-2043.24
-14.83
-11.13
-1684.31
0.018
0.221
0.002
0.320
0.340
0.325
10629
659
0D+0.75L+0.75W
62.2
-2058.04
193.23
158.56
-1683.99
0.001
0.200
0.030
0.320
0.351
0.000
8189
485
0D+0.75L+0.525EQX
-152.06
-2.07E+03
-146.69
-129.23
-1683.11
0.009
0.237
0.025
0.320
0.353
0.345
8229
485
0D+0.75L-0.525EQX
-152.06
-2066.54
-146.69
-129.23
-1.68E+03
0.009
0.237
0.025
0.320
0.353
0.345
3429
108
0D+0.75L+0.525EQX
-150.65
-2066.49
-129.84
-109.81
-1683.02
0.009
0.236
0.021
0.320
0.349
0.342
3469
108
0D+0.75L-0.525EQX
-150.65
-2066.49
-129.84
-109.81
-1683.02
0.009
0.236
0.021
0.320
0.349
0.342
2488
97
4.8
D+0.75L+0.75W
38.85
1903.36
-189.47
158.75
-1682.13
0.001
0.184
0.030
0.319
0.350
0.000
Co
mp
resi
ón
:17075.0
kg
Flex
ión
M2:
5266.0
kg.m
cmTe
nsi
ón
:72098.0
kg
Flex
ión
M3:
5266.0
kg.m
cm:
Co
rtan
te:
9325.0
kg
Re:
5.9
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
REC
TAN
GU
LAR
BA
SE:
16
ALT
UR
A:
30
7928
485
4.8
D+0.75L+0.75W
-117.47
1.91E+03
-189.24
150.54
-1681.41
0.007
0.185
0.029
0.319
0.355
0.349
7909
485
0D+0.75L+0.75W
-114.42
-2074.04
195.18
145.86
-1681.18
0.007
0.201
0.028
0.319
0.354
0.348
3149
108
0D+0.75L+0.75W
31.31
-2053.09
196.92
159.26
-1681.08
0.000
0.199
0.030
0.319
0.350
0.000
3448
108
4.8
D+0.75L+0.525EQX
-146.4
1897.20
-138.66
-96.01
-1681.02
0.009
0.189
0.018
0.319
0.346
0.339
3488
108
4.8
D+0.75L-0.525EQX
-146.4
1897.20
-138.66
-96.01
-1681.02
0.009
0.189
0.018
0.319
0.346
0.339
8208
485
4.8
D+0.75L+0.525EQX
-147.75
1897.23
-123.87
-110.39
-1.68E+03
0.009
0.190
0.021
0.319
0.349
0.341
8248
485
4.8
D+0.75L-0.525EQX
-147.75
1897.23
-123.87
-110.39
-1681.02
0.009
0.190
0.021
0.319
0.349
0.341
3168
108
4.8
D+0.75L+0.75W
29.8
1900.08
-189.68
158.84
-1680.51
0.000
0.183
0.030
0.319
0.350
0.000
8869
539
0D+0.75L+0.525EQX
-134.89
-2067.52
-156.85
-132.51
-1680.02
0.008
0.239
0.025
0.319
0.352
0.345
8909
539
0D+0.75L-0.525EQX
-134.89
-2067.52
-156.85
-132.51
-1680.02
0.008
0.239
0.025
0.319
0.352
0.345
4769
336
0D+0.75L+0.525EQX
65.97
-2053.62
143.01
104.49
-1679.86
0.001
0.205
0.020
0.319
0.340
0.000
4809
336
0D+0.75L-0.525EQX
65.97
-2053.62
143.01
104.49
-1679.86
0.001
0.205
0.020
0.319
0.340
0.000
5449
368
0D+0.75L+0.525EQX
67.58
-2053.59
153.68
121.16
-1679.86
0.001
0.204
0.023
0.319
0.343
0.000
5489
368
0D+0.75L-0.525EQX
67.58
-2053.59
153.68
121.16
-1679.86
0.001
0.204
0.023
0.319
0.343
0.000
4109
119
0D+0.75L+0.525EQX
-134.03
-2067.51
-146.69
-115.76
-1679.82
0.008
0.237
0.022
0.319
0.349
0.342
4149
119
0D+0.75L-0.525EQX
-134.03
-2067.51
-146.69
-115.76
-1679.82
0.008
0.237
0.022
0.319
0.349
0.342
8589
539
0D+0.75L+0.75W
-94.31
-2074.6
199.22
147.75
-1.68E+03
0.006
0.201
0.028
0.319
0.352
0.348
2829
97
0D+0.75L+0.525EQY
-177.44
-2072.63
-1.53
-1.61
-1678.85
0.010
0.222
0.000
0.319
0.330
0.320
2869
97
0D+0.75L-0.525EQY
-177.44
-2072.63
-1.53
-1.61
-1678.85
0.010
0.222
0.000
0.319
0.330
0.320
7229
483
0D+0.75L+0.75W
-121.3
-2.07E+03
200.03
148.74
-1678.25
0.007
0.201
0.028
0.319
0.354
0.348
3829
119
0D+0.75L+0.75W
61.51
-2053.33
194.35
158.49
-1678.07
0.001
0.199
0.030
0.319
0.350
0.000
7509
483
0D+0.75L+0.525EQX
-148.86
-2067.12
-141.16
-113.46
-1.68E+03
0.009
0.237
0.022
0.319
0.349
0.341
7549
483
0D+0.75L-0.525EQX
-148.86
-2067.12
-141.16
-113.46
-1677.77
0.009
0.237
0.022
0.319
0.349
0.341
9549
577
0D+0.75L+0.525EQX
-147.55
-2067.06
-130.35
-96.84
-1.68E+03
0.009
0.236
0.018
0.319
0.346
0.338
9589
577
0D+0.75L-0.525EQX
-147.55
-2067.06
-130.35
-96.84
-1677.69
0.009
0.236
0.018
0.319
0.346
0.338
9548
577
4.8
D+0.75L+0.525EQX
59.43
1.91E+03
113.76
116.5
-1677.65
0.001
0.217
0.022
0.319
0.342
0.000
9588
577
4.8
D+0.75L-0.525EQX
59.43
1908.62
113.76
116.5
-1.68E+03
0.001
0.217
0.022
0.319
0.342
0.000
7508
483
4.8
D+0.75L+0.525EQX
57.57
1.91E+03
131.54
99.56
-1677.64
0.001
0.219
0.019
0.319
0.338
0.000
7548
483
4.8
D+0.75L-0.525EQX
57.57
1908.61
131.54
99.56
-1.68E+03
0.001
0.219
0.019
0.319
0.338
0.000
9269
577
0D+0.75L+0.75W
30.19
-2051.25
195.72
159.33
-1676.77
0.000
0.199
0.030
0.318
0.349
0.000
4808
336
4.8
D+0.75L+0.525EQX
-163.87
1897.70
-129.75
-131.13
-1676.74
0.010
0.190
0.025
0.318
0.353
0.345
4848
336
4.8
D+0.75L-0.525EQX
-163.87
1897.70
-129.75
-131.13
-1676.74
0.010
0.190
0.025
0.318
0.353
0.345
5488
368
4.8
D+0.75L+0.525EQX
-162.69
1897.60
-148.64
-114.67
-1676.61
0.010
0.188
0.022
0.318
0.350
0.342
5528
368
4.8
D+0.75L-0.525EQX
-162.69
1897.60
-148.64
-114.67
-1676.61
0.010
0.188
0.022
0.318
0.350
0.342
4528
336
4.8
D+0.75L+0.75W
-123.54
1910.86
-186.18
148.54
-1676.39
0.007
0.185
0.028
0.318
0.354
0.348
10889
659
0D+0.75L+0.525EQX
74.1
-2.06E+03
123.7
97.69
-1676.39
0.001
0.207
0.019
0.318
0.338
0.000
10929
659
0D+0.75L-0.525EQX
74.1
-2057.6
123.7
97.69
-1.68E+03
0.001
0.207
0.019
0.318
0.338
0.000
10209
628
0D+0.75L+0.525EQX
73.07
-2057.65
117.46
82.97
-1.68E+03
0.001
0.208
0.016
0.318
0.335
0.000
10249
628
0D+0.75L-0.525EQX
73.07
-2057.65
117.46
82.97
-1676.26
0.001
0.208
0.016
0.318
0.335
0.000
2748
97
4.8
D+0.75L+0.525EQX
57.78
1912.18
110.88
99.35
-1675.71
0.001
0.217
0.019
0.318
0.338
0.000
2788
97
4.8
D+0.75L-0.525EQX
57.78
1912.18
110.88
99.35
-1675.71
0.001
0.217
0.019
0.318
0.338
0.000
6828
431
4.8
D+0.75L+0.525EQX
55.78
1912.18
123.07
85.67
-1.68E+03
0.001
0.218
0.016
0.318
0.335
0.000
6868
431
4.8
D+0.75L-0.525EQX
55.78
1912.18
123.07
85.67
-1675.64
0.001
0.218
0.016
0.318
0.335
0.000
5208
368
4.8
D+0.75L+0.75W
29
1898.14
-190.8
158.95
-1675.50
0.000
0.183
0.030
0.318
0.349
0.000
6909
431
0D+0.75L+0.525EQY
-175.67
-2073.32
-16.64
-12.37
-1.68E+03
0.010
0.224
0.002
0.318
0.331
0.322
6949
431
0D+0.75L-0.525EQY
-175.67
-2073.32
-16.64
-12.37
-1675.22
0.010
0.224
0.002
0.318
0.331
0.322
8888
539
4.8
D+0.75L+0.525EQX
-133.28
1896.09
-135.97
-125.22
-1675.18
0.008
0.189
0.024
0.318
0.350
0.343
8928
539
4.8
D+0.75L-0.525EQX
-133.28
1896.09
-135.97
-125.22
-1675.18
0.008
0.189
0.024
0.318
0.350
0.343
Co
mp
resi
ón
:17075.0
kg
Flex
ión
M2:
5266.0
kg.m
cmTe
nsi
ón
:72098.0
kg
Flex
ión
M3:
5266.0
kg.m
cm:
Co
rtan
te:
9325.0
kg
Re:
5.9
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
REC
TAN
GU
LAR
BA
SE:
16
ALT
UR
A:
30
4128
119
4.8
D+0.75L+0.525EQX
-132.51
1896.07
-150.95
-110.60
-1674.99
0.008
0.187
0.021
0.318
0.347
0.340
4168
119
4.8
D+0.75L-0.525EQX
-132.51
1896.07
-150.95
-110.60
-1674.99
0.008
0.187
0.021
0.318
0.347
0.340
3428
108
4.8
D+0.75L+0.525EQX
60.53
1909.08
124.37
110.58
-1674.70
0.001
0.218
0.021
0.318
0.340
0.000
3468
108
4.8
D+0.75L-0.525EQX
60.53
1909.08
124.37
110.58
-1674.70
0.001
0.218
0.021
0.318
0.340
0.000
8188
485
4.8
D+0.75L+0.525EQX
58.53
1909.1
138.09
95.81
-1674.7
0.001
0.220
0.018
0.318
0.337
0.000
8228
485
4.8
D+0.75L-0.525EQX
58.53
1.91E+03
138.09
95.81
-1674.7
0.001
0.220
0.018
0.318
0.337
0.000
8608
539
4.8
D+0.75L+0.75W
-95.12
1911.03
-188.63
149.92
-1674.15
0.006
0.185
0.028
0.318
0.352
0.347
3409
108
0D+0.75L+0.525EQX
69.35
-2053.47
147.58
129.48
-1673.05
0.001
0.204
0.025
0.318
0.343
0.000
3449
108
0D+0.75L-0.525EQX
69.35
-2053.47
147.58
129.48
-1673.05
0.001
0.204
0.025
0.318
0.343
0.000
3848
119
4.8
D+0.75L+0.75W
60.59
1898.32
-189.26
158.50
-1673.00
0.001
0.183
0.030
0.318
0.349
0.000
8169
485
0D+0.75L+0.525EQX
67.39
-2053.5
129.11
109.65
-1.67E+03
0.001
0.206
0.021
0.318
0.339
0.000
8209
485
0D+0.75L-0.525EQX
67.39
-2053.5
129.11
109.65
-1672.98
0.001
0.206
0.021
0.318
0.339
0.000
4089
119
0D+0.75L+0.525EQX
102.56
-2053.25
157.84
132.78
-1671.36
0.001
0.203
0.025
0.317
0.344
0.000
4129
119
0D+0.75L-0.525EQX
102.56
-2053.25
157.84
132.78
-1671.36
0.001
0.203
0.025
0.317
0.344
0.000
8849
539
0D+0.75L+0.525EQX
101.22
-2.05E+03
145.85
115.57
-1671.24
0.001
0.205
0.022
0.317
0.341
0.000
8889
539
0D+0.75L-0.525EQX
101.22
-2053.32
145.85
115.57
-1671.24
0.001
0.205
0.022
0.317
0.341
0.000
7489
483
0D+0.75L+0.525EQX
56.41
-2049.9
129.54
96.65
-1671.1
0.001
0.206
0.018
0.317
0.336
0.000
7529
483
0D+0.75L-0.525EQX
56.41
-2.05E+03
129.54
96.65
-1671.1
0.001
0.206
0.018
0.317
0.336
0.000
9529
577
0D+0.75L+0.525EQX
58.17
-2049.85
142.11
113.73
-1671.1
0.001
0.205
0.022
0.317
0.340
0.000
9569
577
0D+0.75L-0.525EQX
58.17
-2.05E+03
142.11
113.73
-1671.1
0.001
0.205
0.022
0.317
0.340
0.000
5468
368
4.8
D+0.75L+0.525EQX
69.78
1904.59
130.22
131.31
-1669.06
0.001
0.218
0.025
0.317
0.343
0.000
5508
368
4.8
D+0.75L-0.525EQX
69.78
1904.59
130.22
131.31
-1669.06
0.001
0.218
0.025
0.317
0.343
0.000
4788
336
4.8
D+0.75L+0.525EQX
68.07
1904.59
148.1
114.47
-1669.02
0.001
0.220
0.022
0.317
0.340
0.000
4828
336
4.8
D+0.75L-0.525EQX
68.07
1904.59
148.1
114.47
-1669.02
0.001
0.220
0.022
0.317
0.340
0.000
4849
336
0D+0.75L+0.525EQY
166.55
-2046.57
4.14
-5.17
-1668.29
0.002
0.219
0.001
0.317
0.320
0.000
4889
336
0D+0.75L-0.525EQY
166.55
-2046.57
4.14
-5.17
-1668.29
0.002
0.219
0.001
0.317
0.320
0.000
6829
431
0D+0.75L+0.525EQX
-115.86
-2062.3
-128.27
-113.31
-1667.78
0.007
0.235
0.022
0.317
0.345
0.339
6869
431
0D+0.75L-0.525EQX
-115.86
-2.06E+03
-128.27
-113.31
-1667.78
0.007
0.235
0.022
0.317
0.345
0.339
2749
97
0D+0.75L+0.525EQX
-114.28
-2062.22
-110.87
-93.47
-1667.71
0.007
0.233
0.018
0.317
0.341
0.335
2789
97
0D+0.75L-0.525EQX
-114.28
-2062.22
-110.87
-93.47
-1667.71
0.007
0.233
0.018
0.317
0.341
0.335
2469
97
0D+0.75L+0.75W
41.31
-2049.78
195.88
158.69
-1666.72
0.001
0.199
0.030
0.317
0.347
0.000
6549
431
0D+0.75L+0.75W
-89.25
-2070.18
193.62
144.87
-1.67E+03
0.005
0.201
0.028
0.316
0.349
0.345
4108
119
4.8
D+0.75L+0.525EQX
99.28
1906.49
136.5
125.43
-1665.92
0.001
0.219
0.024
0.316
0.342
0.000
4148
119
4.8
D+0.75L-0.525EQX
99.28
1906.49
136.5
125.43
-1665.92
0.001
0.219
0.024
0.316
0.342
0.000
8868
539
4.8
D+0.75L+0.525EQX
97.87
1906.54
150.35
110.38
-1665.83
0.001
0.221
0.021
0.316
0.339
0.000
8908
539
4.8
D+0.75L-0.525EQX
97.87
1906.54
150.35
110.38
-1665.83
0.001
0.221
0.021
0.316
0.339
0.000
7588
483
4.8
D+0.75L+0.525EQY
-0.84
1919.46
21.11
-5.06
-1665.35
0.000
0.208
0.001
0.316
0.317
0.317
7628
483
4.8
D+0.75L-0.525EQY
-0.84
1.92E+03
21.11
-5.06
-1665.35
0.000
0.208
0.001
0.316
0.317
0.317
5529
368
0D+0.75L+0.525EQY
171.12
-2047.30
16.46
20.53
-1664.34
0.002
0.218
0.004
0.316
0.322
0.000
5569
368
0D+0.75L-0.525EQY
171.12
-2047.30
16.46
20.53
-1664.34
0.002
0.218
0.004
0.316
0.322
0.000
8268
485
4.8
D+0.75L+0.525EQY
62.72
1918.6
17.32
-4.02
-1.66E+03
0.001
0.208
0.001
0.316
0.317
0.000
8308
485
4.8
D+0.75L-0.525EQY
62.72
1918.6
17.32
-4.02
-1663.07
0.001
0.208
0.001
0.316
0.317
0.000
9628
577
4.8
D+0.75L+0.525EQY
5.17
1918.7
6.63
22.32
-1661.37
0.000
0.206
0.004
0.315
0.320
0.000
9668
577
4.8
D+0.75L-0.525EQY
5.17
1.92E+03
6.63
22.32
-1661.37
0.000
0.206
0.004
0.315
0.320
0.000
11309
710
0D+0.75L+0.75W
-86.84
-2.05E+03
202.18
148.43
-1659.95
0.005
0.199
0.028
0.315
0.348
0.344
11589
710
0D+0.75L+0.525EQX
-85.4
-2046.55
-102.42
-76.93
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0.005
0.230
0.015
0.315
0.335
0.330
11629
710
0D+0.75L-0.525EQX
-85.4
-2046.55
-102.42
-76.93
-1659.69
0.005
0.230
0.015
0.315
0.335
0.330
12269
741
0D+0.75L+0.525EQX
-83.5
-2046.4
-93.92
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-1659.57
0.005
0.230
0.012
0.315
0.332
0.327
DO
C: E
SSD
ISE
ÑO
DE
ELE
ME
NT
OS
DE
MA
DE
RA
- N
SR-1
0 T
ITU
LO G
- E
STR
UC
TU
RA
S D
E M
AD
ER
AD
iseñ
o es
tru
ctu
ral
VS:
00
VIG
UE
TA
Bar
ran
quil
laP
ER
MA
NE
NT
ES
CA
RA
CT
ER
íST
ICA
S D
E L
A M
AD
ER
AG
EO
ME
TR
ÍA D
EL
ELE
ME
NT
OC
alid
ad d
e la
mad
era
Est
ruct
ura
l Sel
ecta
(E
.S)
Tip
o d
e se
cció
nR
ecta
ngu
lar
Ele
men
to p
orta
nte
Pri
nci
pal
Bas
eB
=m
mG
rup
o E
stru
ctu
ral (
ES)
ES4
Alt
ura
H=
mm
Tip
o d
e m
ader
aM
ader
a as
erra
da
Lon
gitu
dL
=m
mT
ipo
de
elem
ento
Vig
aL
no
sop
orta
da
Lu=
mm
G.2
Co
efic
ien
tes
de
apli
caci
ón
gen
eral
G.3
Co
efic
ien
tes
par
a el
emen
tos
a fl
exió
n
G.2
.2.3
.1 —
Por
du
raci
ón d
e la
car
ga (
CD
)G
.3.3
.2.1
— C
oefi
cien
te d
e fo
rma
(CF)
Típ
ica
carg
a d
e d
iseñ
o:M
uer
taD
ura
ción
Car
ga:
Per
man
ente
Cd
(Fb,
Ft,F
c)=
Tab
la G
.3.3
-1C
L (F
b, F
t)=
G.3
.3.2
.2G
.2.2
.3.2
— P
or c
onte
nid
o d
e h
um
edad
(C
m )
CL
(Fc)
=G
.3.3
.2.2
Con
ten
ido
de
Hu
med
ad:
4. F
UE
RZ
AS
Y M
OM
EN
TO
S R
ESI
STE
NT
ES
5. F
UE
RZ
AS
Y M
OM
EN
TO
S A
CT
UA
NT
ES
G.2
.2.3
.3 —
Por
tem
per
atu
ra (
Ct
)C
F =
Cd
x C
L =
Cor
tan
teV
r=
=T
onf
Cor
tan
teV
==
Ton
fT
emp
erat
ura
[°C
]:T
≤3
7.8
°CA
pla
stam
ien
toN
r=
=T
onf
Ap
last
amie
nto
N=
=T
onf
Con
dic
ion
es d
e Se
rvic
io:
Hú
med
oG
.3.3
.2.4
— U
so e
n c
ara
anch
a (d
) , f
acto
r C
fuFl
exió
nM
r=
=T
onf-
mFl
exió
nM
==
Ton
f-m
No
ap
lica
Cfu
(Fb
)=
Ten
sión
Tr
==
Ton
fT
ensi
ónT
==
Ton
fG
.2.2
.3.4
— P
or in
cisi
ón (
Cin
)C
omp
resi
ónP
r=
=T
onf
Com
pre
sión
P=
=T
onf
No
ap
lica
Lon
gitu
d e
fect
iva
de
Vig
as L
e [m
m]
G.2
.2.3
.5 —
Por
acc
ión
con
jun
ta (
Cr)
Lu=
mm
Lu/d
=N
o a
pli
cad
=m
mLe
=m
mE
sfu
erzo
Act
uan
teE
sfu
erzo
Res
iste
nte
b=
mm
RB
=G
.2.2
.3.7
— P
or d
esvi
ació
n a
l gra
no
(CD
G)
No
ap
lica
Con
dic
ión
de
Car
gas:
Co
rtan
teV
=fv
=F'
v=
fv/F
'v=
Pen
die
nte
al g
ran
o (n
)A
pla
stam
ien
toN
=fp
=F'
p=
fp/F
'p=
Ten
sió
nT
=ft
=F'
t=
ft/F
't=
G.2
.2.3
.6 —
Por
rig
idez
al p
and
eo (
CT
)C
om
pre
sió
nP
=fc
=F'
c=
fc/F
'c=
No
ap
lica
Fle
xió
nM
=fb
=F'
b=
fb/F
'b=
G.3
.3.3
Co
ef. d
e m
od
ific
ació
nP
or E
stab
ilid
ad L
ater
al C
L
Fb=
[MP
a]E
min
=(G
.5.1
-1)
Fb*
=[M
Pa]
E'm
ín=
CL
=Fb
E=
(G.5
.1-2
)G
.3.3
.4 —
Con
dic
ion
es d
e re
stri
cció
n la
tera
lG
.4.6
— M
ader
a d
e se
cció
n C
ircu
lar
don
de
el c
oefi
cien
te C
L p
ara
viga
s es
igu
al a
1.0
No
ap
lica
G.3
.3.4
G.4
.6.2
.2 —
Por
pre
serv
ació
n (
Cp
v )
No
ap
lica
G.3
.2 D
efle
xion
esT
ipo
de
con
stru
cció
n:
G.3
.5.1
.1 —
Coe
fici
ente
por
áre
a d
e ap
oyo
Cb
G.4
.6.2
.3 —
Des
bast
amie
nto
o a
lisa
du
ra (
Ckd
)N
o a
pli
caN
o a
pli
caC
arga
s vi
vas
Vie
nto
o g
ran
izo
Car
gas
tota
les
EJE
CU
TÓ
:J.O
.T.T
RE
VIS
Ó:
A.J.
F.E
.
mar
zo d
e 2
02
1
Ele
men
to d
e en
trep
iso
[mm
][m
m]
K*
Car
gaC
once
pto
7. C
HE
QU
EO
DE
DE
FL
EX
ION
ES
36
0 -3
00
8.3 -
10
.0
[ad
m]
Lu/K
*δ
Soli
cita
do
3.0
0.0
5.0
Cu
mp
leC
um
ple
Cu
mp
le
10
71
01
.00
1.0
0
0.5
21
.98
0.2
96
.57
6.5
6
0.4
9
1.0
0
0.2
9
-
8.8
09
.79
=0
.90
Cu
mp
le
1.0
01
.00
1.0
0-
- - - -
2.3
4
- - - -
0.9
2
- -
8.8
0-
0.0
0=
1.0
0C
um
ple
8.8
38
.83
0.0
07
.76
0.0
07
.78
+8.8
08
.83
0.0
0
6. C
HE
QU
EO
DE
SO
LIC
ITA
CIO
NE
S
00
.00
7.7
80
.00
11
76
0.1
4
-
[MP
a][M
Pa] 2.3
40
.06
-
39
27
Índ
ice
de
Sobr
e E
sfu
erzo
7.7
80
.92
-1
.00
1.0
0
7.7
6
--C
DG
1.0
01
.00
1.0
0-
1.0
0C
r
---
- --
1.0
0 -
1.0
01
.00 -
1.0
01
.00
1.0
0
1.0
0
1.0
0
1.0
01
.00
1.0
0
0.9
00
.85
1.0
0
1.0
01
.00
0.9
00
.80
1.0
0
1.0
0
-0
.85
Par
ámet
ro
-1
.00
-
Cvp
1.0
0
F'i [
MP
a]1
.00
1.0
0
48
02
0.8
7
46
20
- -C
LC
pC
b
Ckp
1.0
0
7. D
ISE
ÑO
DE
EL
EM
EN
TO
S SO
LIC
ITA
DO
S P
OR
FL
EX
IÓN
Y C
AR
GA
AX
IAL
0.9
5
Soli
cita
cion
es
F
uer
zas
[N],
Com
pre
sión
Cor
tan
te1
26
00
-0
.85
10
.80
3.9
0
E 0
.5
13
.60
Com
pre
sión
Ft
CDCR
-
1.0
01
.00
- - -
-
1.0
0
-
0.8
0
-
3. T
AB
LA
DE
CO
EF
ICIE
NT
ES
DE
MO
DIF
ICA
CIÓ
N Y
ESF
UE
RZ
OS
MO
DIF
ICA
DO
S
1.2
0P
rom
edio
E m
ínM
ínim
o
0.6
0
1.0
01
.00
1.0
01
.00
1.0
0-
-
FvFl
exió
n4
62
0T
ensi
ón1
1.5
0
0.9
00
.75
0.9
0
Fc
ǁFp
ⱵFb
10
00
4.3
52
30
20
60
36
19
.12
C. C
arga
un
ifo
rmem
ente
rep
arti
da
[MP
a]1
3.6
0
0.9
01
39
.79
39
27
N/A
1.0
0
1.0
0Fb
Cm
1.0
01
.00
1.0
0 -1
.00 -
CT CF
CfuCt
Cin
1.0
02
. CO
EF
ICIE
NT
ES
DE
MO
DIF
ICA
CIÓ
N
36
23
0
50
%
27
93
00
00
Est
ruct
ura
s So
sten
ible
s S.
a.s
-Cll
42
# 2
8-2
0 t
el: 3
15
11
77
e-
mai
l:pro
yect
os@
esos
ten
ible
s.co
m.c
o - B
ogot
á, C
olom
bia.
PE
RM
AN
EN
TE
S
Fi [
MP
a]
VIG
UE
TA
1. D
ESC
RIP
CIÓ
N D
EL
EL
EM
EN
TO
30
00
10
00
1.0
0
1.0
01
.00
1.0
0 -1
.00
0.9
0 - -
8.8
3
FtFc
-1
.00
f � F���f � F�∗�1.0
f ��f �
F�∗∗�1.0
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
8.1.2 COLUMNAS
MODULO 4 DOC: ESS DISEÑO DE ELEMENTOS DE MADERA - NSR-10 TITULO G - ESTRUCTURAS DE MADERADiseño estructural VS: 00 PIL ()Barranquilla CARGAS PERMANENTES
CARACTERíSTICAS DE LA MADERA GEOMETRÍA DEL ELEMENTOCalidad de la madera Estructural Selecta (E.S) Tipo de sección CircularElemento portante Principal Diámetro Ø = mmGrupo Estructural (ES) ES4Tipo de madera Madera rolliza Longitud L = mmTipo de elemento Columna L no soportada Lu = mm
G.2 Coeficientes de aplicación general G.3 Coeficientes para elementos a flexión
G.4.6.2.1 — Por duración de la carga (Cp ) G.3.3.2.1 — Coeficiente de forma (CF)Típica carga de diseño: MuertaDuración Carga: Permanente Cd(Fb,Ft,Fc)= G.3.3.2.3
CL (Fb, Ft) = G.3.3.2.2G.4.6.2.4 — Por contenido de humedad (Cm ) CL (Fc) = G.3.3.2.2Contenido de Humedad: 4. FUERZAS Y MOMENTOS RESISTENTES 5. FUERZAS Y MOMENTOS ACTUANTES
G.2.2.3.3 — Por temperatura (Ct ) CF = Cd x CL = Cortante Vr = = Tonf Cortante V = = TonfTemperatura [°C]: T≤37.8°C Aplastamiento Nr = = Tonf Aplastamiento N = = TonfCondiciones de Servicio: Húmedo G.3.3.2.4 — Uso en cara ancha (d) , factor Cfu Flexión Mr = = Tonf-m Flexión M = = Tonf-m
No aplica Cfu (Fb) = Tensión Tr = = Tonf Tensión T = = TonfG.2.2.3.4 — Por incisión (Cin) Compresión Pr = = Tonf Compresión P = = TonfNo aplica Longitud efectiva Columna Le [mm]
G.2.2.3.5 — Por acción conjunta (Cr) Lu = mmNo aplica k = mm Esfuerzo Actuante Esfuerzo Resistente
Le = mmG.2.2.3.7 — Por desviación al grano (CDG)No aplica Condición de apoyos: Cortante V = fv = F'v = fv/F'v =Pendiente al grano (n) Aplastamiento N = fp = F'p = fp/F'p =
Tensión T = ft = F't = ft/F't =G.2.2.3.6 — Por rigidez al pandeo (CT ) Compresión P = fc = F'c = fc/F'c =No aplica Flexión M = fb = F'b = fb/F'b =
G.4.3.4. Relación de esbeltez (λ)Coef. de Estabilidad LateralFc = [MPa] Emin =Fc* = [MPa] E'mín = (G.5.1-1)FCE= C =Cp =
(G.5.1-2)G.3.3.4 — Condiciones de restricción lateral G.4.6 — Madera de sección Circulardonde el coeficiente CL para vigas es igual a 1.0Rolliza CL=1.0 G.4.6.2.2 — Por preservación (Cpv )
Aplica
G.3.5.1.1 — Coeficiente por área de apoyo Cb G.4.6.2.3 — Desbastamiento o alisadura (Ckd )No aplica Aplica
EJECUTÓ: J.O.T.TREVISÓ: A.J.F.E.
septiembre de 2020
86180.95 0.95
2.4711.90
0.7520.7719.94
0.00
-
0.007.22 = 0.00 Cumple
1.00 1.00 0.95 -
----
2.81
----
0.78
--
0.00-
0.00= 0.00 Cumple6.17 6.17
0.00 4.70
0.004.90 +
0.00 6.170.00
6. CHEQUEO DE SOLICITACIONES
0 0.00 4.90 0.000 0.00
-
[MPa] [MPa]
2.81 0.00
0.86
3696
Índice de Sobre Esfuerzo
4.90 0.78
-0.90 0.90
4.70
-
-CDG 1.00 1.00 1.00-
1.00Cr
-
----
- 1.00-
1.001.00
-
1.001.00
1.00
1.00
1.00
1.001.00 1.00
0.900.801.00
1.001.00
0.900.75
1.00
1.00
-0.80
Parámetro
-1.00
-
Cvp 0.90
F'i [MPa]0.790.89
0 0.00
3696
--
CLCpCb
Ckp 0.95
7. DISEÑO DE ELEMENTOS SOLICITADOS POR FLEXIÓN Y CARGA AXIAL
0.00
Solicitaciones Fuerzas [N],
Compresión Cortante12600
-0.80
10.80 3.90
E 0.5
13.60Compresión
Ft
CDCR
-
0.90 0.90
---
-
0.90
-
0.75
-
3. TABLA DE COEFICIENTES DE MODIFICACIÓN Y ESFUERZOS MODIFICADOS
1.20Promedio
E mínMínimo
0.80
1.00 1.00 1.00 1.00 1.00 - -
FvFlexión
4620Tensión
11.50
0.900.70
0.90
Fc ǁ Fp ⱵFb
40000.853400
Impedido de desplazarse en ambos extremos y uno de ellos impedido de rotar
11.50 46206.42
0.86
17.07
10.43 1
N/A
1.00
0.79Fb
Cm1.001.001.00
-0.89
-
CTCFCfu
CtCin
1.002. COEFICIENTES DE MODIFICACIÓN
230
50%
00
Estructuras Sostenibles S.a.s -Cll 42 # 28-20 tel: 3151177 e-mail:[email protected] - Bogotá, Colombia.
CARGAS PERMANENTES
Fi [MPa]
PIL ()
1. DESCRIPCIÓN DEL ELEMENTO
100004000
1.00
0.79 0.89
1.00
-0.79
1.00--
6.17
Ft Fc
-0.79
f�
F���f�
F�∗� 1.0
f� � f�
F�∗∗
� 1.0
Co
mp
resi
ón
:19941.0
kg
Flex
ión
M2:
752.0
kg.m
cmTe
nsi
ón
:20770.0
kg
Flex
ión
M3:
752.0
kg.m
C
ort
ante
:2472.0
kg
Re:
3.6
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
DIA
MET
RO
:
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
CA
RG
AS
DE
DIS
EÑO
-P
ERM
AN
ENTE
S
SEC
CIÓ
N:
CIR
CU
LAR
23
IND
ICES
198
87
0.5
1D+1L
-5669.53
5.68
2.06
-2.68
-7.57
0.284
0.003
0.004
0.010
0.298
0.096
202
88
01D+1L
-5669.53
4.10
1.57
-2.68
-7.57
0.284
0.002
0.004
0.010
0.298
0.096
1589
702
0.25
1D+1L
-5284.76
16.56
11.49
-11.26
-13.17
0.265
0.011
0.015
0.018
0.298
0.105
324
131
0.5
1D+1L
-5605.8
16.34
-5.33
2.76
-9.57
0.281
0.004
0.004
0.013
0.298
0.097
328
132
01D+1L
-5605.8
17.45
-5.71
2.76
-9.57
0.281
0.005
0.004
0.013
0.298
0.097
1499
674
0.25
1D+1L
-5284.26
-15.93
11.47
-11.24
12.72
0.265
0.002
0.015
0.017
0.297
0.104
234
99
0.5
1D+1L
-5605.39
-15.74
-5.31
2.74
9.28
0.281
0.009
0.004
0.012
0.297
0.096
238
100
01D+1L
-5605.39
-16.81
-5.69
2.74
9.28
0.281
0.009
0.004
0.012
0.297
0.096
311
129
0.25
1D+1L
-5637.86
7.73
-2.4
-2.88
7.85
0.283
0.002
0.004
0.010
0.297
0.095
221
96
0.25
1D+1L
-5637.46
-7.46
-2.4
-2.87
-7.52
0.283
0.004
0.004
0.010
0.297
0.095
1734
778
0.5
1D+1L
-5616.82
-4.31
-0.67
0.86
10.12
0.282
0.002
0.001
0.013
0.296
0.095
1744
780
01D+1L
-5616.82
0.49
-0.58
0.86
10.12
0.282
0.000
0.001
0.013
0.296
0.095
287
125
0.25
1D+1L
-5676.35
-5.92
2.07
-2.17
6.39
0.285
0.002
0.003
0.008
0.296
0.093
1745
780
0.25
1D+1L
-5610.4
0.49
-0.58
1.01
10.00
0.281
0.000
0.001
0.013
0.296
0.095
197
87
0.25
1D+1L
-5675.94
5.68
2.06
-2.16
-6.15
0.285
0.003
0.003
0.008
0.296
0.093
1746
780
0.5
1D+1L
-5603.99
0.49
-0.58
1.15
9.87
0.281
0.000
0.002
0.013
0.296
0.095
1750
781
01D+1L
-5603.99
7.86
-0.27
1.15
9.87
0.281
0.003
0.002
0.013
0.296
0.095
1644
745
0.5
1D+1L
-5616.37
4.13
-0.66
0.82
-9.72
0.282
0.001
0.001
0.013
0.296
0.094
1654
752
01D+1L
-5616.37
-0.50
-0.59
0.82
-9.72
0.282
0.000
0.001
0.013
0.296
0.094
1655
752
0.25
1D+1L
-5609.95
-0.50
-0.59
0.97
-9.60
0.281
0.000
0.001
0.013
0.295
0.094
510
181
0.5
1D+1L
-5278.37
16.56
4.65
-5.36
-17.30
0.265
0.009
0.007
0.023
0.295
0.102
1656
752
0.5
1D+1L
-5603.54
-0.50
-0.59
1.11
-9.47
0.281
0.000
0.001
0.013
0.295
0.094
1660
753
01D+1L
-5603.54
-7.59
-0.31
1.11
-9.47
0.281
0.003
0.001
0.013
0.295
0.094
1733
778
0.25
1D+1L
-5623.23
-4.31
-0.67
0.69
9.04
0.282
0.002
0.001
0.012
0.295
0.093
1643
745
0.25
1D+1L
-5622.78
4.13
-0.66
0.65
-8.69
0.282
0.001
0.001
0.012
0.294
0.093
420
153
0.5
1D+1L
-5277.79
-15.93
4.64
-5.35
16.70
0.265
0.005
0.007
0.022
0.294
0.101
282
124
0.5
1D+1L
-5682.76
-5.21
1.78
-1.65
4.91
0.285
0.001
0.002
0.007
0.294
0.091
286
125
01D+1L
-5682.76
-5.92
2.07
-1.65
4.91
0.285
0.002
0.002
0.007
0.294
0.091
1728
777
0.5
1D+1L
-5629.64
-5.98
-0.57
0.53
7.96
0.282
0.003
0.001
0.011
0.294
0.092
1732
778
01D+1L
-5629.64
-4.31
-0.67
0.53
7.96
0.282
0.002
0.001
0.011
0.294
0.092
1764
783
0.5
1D+1L
-5565.51
16.57
0.26
1.09
-9.77
0.279
0.007
0.001
0.013
0.294
0.093
1768
784
01D+1L
-5565.51
17.70
0.36
1.09
-9.77
0.279
0.007
0.001
0.013
0.294
0.093
192
85
0.5
1D+1L
-5682.35
5.01
1.78
-1.64
-4.72
0.285
0.003
0.002
0.006
0.293
0.090
196
87
01D+1L
-5682.35
5.68
2.06
-1.64
-4.72
0.285
0.003
0.002
0.006
0.293
0.090
312
129
0.5
1D+1L
-5631.45
7.73
-2.4
-2.28
5.92
0.282
0.002
0.003
0.008
0.293
0.091
316
130
01D+1L
-5631.45
14.64
-4.74
-2.28
5.92
0.282
0.004
0.003
0.008
0.293
0.091
1674
755
0.5
1D+1L
-5565.06
-15.98
0.18
1.15
9.47
0.279
0.006
0.002
0.013
0.293
0.093
1678
756
01D+1L
-5565.06
-17.05
0.27
1.15
9.47
0.279
0.007
0.002
0.013
0.293
0.093
1638
744
0.5
1D+1L
-5629.2
5.74
-0.55
0.49
-7.66
0.282
0.002
0.001
0.010
0.293
0.091
1642
745
01D+1L
-5629.2
4.13
-0.66
0.49
-7.66
0.282
0.001
0.001
0.010
0.293
0.091
222
96
0.5
1D+1L
-5631.04
-7.46
-2.4
-2.28
-5.65
0.282
0.004
0.003
0.008
0.293
0.091
226
98
01D+1L
-5631.04
-14.11
-4.73
-2.28
-5.65
0.282
0.008
0.003
0.008
0.293
0.091
1751
781
0.25
1D+1L
-5597.57
7.86
-0.27
1.22
7.91
0.281
0.003
0.002
0.011
0.293
0.092
1661
753
0.25
1D+1L
-5597.13
-7.59
-0.31
1.19
-7.57
0.281
0.003
0.002
0.010
0.292
0.091
1404
619
0.5
1D+1L
-5369.89
15.71
-10.45
8.00
-9.16
0.269
0.002
0.011
0.012
0.292
0.097
1408
620
01D+1L
-5369.89
16.77
-11.03
8.00
-9.16
0.269
0.002
0.011
0.012
0.292
0.097
1374
614
0.5
1D+1L
-5421.2
-4.13
1.82
-5.34
9.65
0.272
0.001
0.007
0.013
0.292
0.095
1384
616
01D+1L
-5421.2
0.42
-1.19
-5.34
9.65
0.272
0.000
0.007
0.013
0.292
0.095
Co
mp
resi
ón
:19941.0
kg
Flex
ión
M2:
752.0
kg.m
cmTe
nsi
ón
:20770.0
kg
Flex
ión
M3:
752.0
kg.m
C
ort
ante
:2472.0
kg
Re:
3.6
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
DIA
MET
RO
:
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
CA
RG
AS
DE
DIS
EÑO
-P
ERM
AN
ENTE
S
SEC
CIÓ
N:
CIR
CU
LAR
23
IND
ICES
478
176
01D+1L
-5208.19
-6.92
-2.14
-5.36
-17.30
0.261
0.004
0.007
0.023
0.291
0.100
1314
591
0.5
1D+1L
-5369.36
-15.12
-10.42
7.98
8.87
0.269
0.010
0.011
0.012
0.292
0.097
1318
592
01D+1L
-5369.36
-16.14
-11
7.98
8.87
0.269
0.011
0.011
0.012
0.292
0.097
1727
777
0.25
1D+1L
-5636.06
-5.98
-0.57
0.38
6.47
0.283
0.003
0.001
0.009
0.292
0.090
281
124
0.25
1D+1L
-5689.18
-5.21
1.78
-1.20
3.61
0.285
0.001
0.002
0.005
0.292
0.088
191
85
0.25
1D+1L
-5688.77
5.01
1.78
-1.20
-3.47
0.285
0.003
0.002
0.005
0.291
0.088
1637
744
0.25
1D+1L
-5635.61
5.74
-0.55
0.35
-6.22
0.283
0.002
0.000
0.008
0.291
0.089
1284
581
0.5
1D+1L
-5420.67
3.95
1.82
-5.33
-9.25
0.272
0.002
0.007
0.012
0.291
0.095
1294
588
01D+1L
-5420.67
-0.43
-1.18
-5.33
-9.25
0.272
0.001
0.007
0.012
0.291
0.095
299
127
1.25
1D+1L
-5488.76
-7.32
2.25
2.81
-9.15
0.275
0.002
0.004
0.012
0.291
0.093
1385
616
0.25
1D+1L
-5414.79
0.42
-1.19
-5.04
9.54
0.272
0.000
0.007
0.013
0.291
0.095
388
147
01D+1L
-5207.12
6.68
-2.14
-5.35
16.70
0.261
0.002
0.007
0.022
0.290
0.100
1014
322
0.5
1D+1L
-5407.64
-4.13
-1.78
5.08
9.63
0.271
0.002
0.007
0.013
0.291
0.095
1024
324
01D+1L
-5407.64
0.42
1.02
5.08
9.63
0.271
0.001
0.007
0.013
0.291
0.095
209
93
1.25
1D+1L
-5487.74
7.07
2.24
2.79
8.84
0.275
0.004
0.004
0.012
0.291
0.092
690
230
0.5
1D+1L
-5316.31
17.00
-0.01801
-0.05
-17.83
0.267
0.007
0.000
0.024
0.290
0.097
1044
327
0.5
1D+1L
-5356.32
15.67
9.74
-7.28
-9.14
0.269
0.010
0.010
0.012
0.290
0.096
1048
328
01D+1L
-5356.32
16.73
10.3
-7.28
-9.14
0.269
0.011
0.010
0.012
0.290
0.096
323
131
0.25
1D+1L
-5612.21
16.34
-5.33
1.42
-5.49
0.281
0.004
0.002
0.007
0.291
0.089
1295
588
0.25
1D+1L
-5414.25
-0.43
-1.18
-5.03
-9.15
0.272
0.001
0.007
0.012
0.290
0.094
233
99
0.25
1D+1L
-5611.8
-15.74
-5.31
1.42
5.34
0.281
0.009
0.002
0.007
0.290
0.089
924
289
0.5
1D+1L
-5407.14
3.95
-1.78
5.07
-9.23
0.271
0.001
0.007
0.012
0.290
0.094
934
296
01D+1L
-5407.14
-0.43
1.02
5.07
-9.23
0.271
0.000
0.007
0.012
0.290
0.094
834
273
0.5
1D+1L
-5401.27
-4.12
1.69
-4.88
9.62
0.271
0.001
0.006
0.013
0.290
0.094
844
275
01D+1L
-5401.27
0.42
-1.04
-4.88
9.62
0.271
0.000
0.006
0.013
0.290
0.094
1373
614
0.25
1D+1L
-5427.61
-4.13
1.82
-4.88
8.61
0.272
0.001
0.006
0.011
0.290
0.093
954
299
0.5
1D+1L
-5355.82
-15.08
9.72
-7.27
8.84
0.269
0.002
0.010
0.012
0.290
0.095
958
300
01D+1L
-5355.82
-16.10
10.28
-7.27
8.84
0.269
0.002
0.010
0.012
0.290
0.095
1386
616
0.5
1D+1L
-5408.37
0.42
-1.19
-4.75
9.43
0.271
0.000
0.006
0.013
0.290
0.094
1390
617
01D+1L
-5408.37
7.42
-5.54
-4.75
9.43
0.271
0.001
0.006
0.013
0.290
0.094
864
278
0.5
1D+1L
-5349.96
15.65
-9.46
7.17
-9.13
0.268
0.003
0.010
0.012
0.290
0.095
868
279
01D+1L
-5349.96
16.72
-10
7.17
-9.13
0.268
0.003
0.010
0.012
0.290
0.095
1025
324
0.25
1D+1L
-5401.22
0.42
1.02
4.82
9.52
0.271
0.001
0.006
0.013
0.290
0.094
1752
781
0.5
1D+1L
-5591.16
7.86
-0.27
1.29
5.94
0.280
0.003
0.002
0.008
0.290
0.089
1756
782
01D+1L
-5591.16
14.86
0.14
1.29
5.94
0.280
0.006
0.002
0.008
0.290
0.089
1722
776
0.5
1D+1L
-5642.47
-5.27
-0.37
0.24
4.97
0.283
0.002
0.000
0.007
0.290
0.088
1726
777
01D+1L
-5642.47
-5.98
-0.57
0.24
4.97
0.283
0.003
0.000
0.007
0.290
0.088
600
202
0.5
1D+1L
-5315.85
-16.36
-0.01334
-0.05
17.22
0.267
0.007
0.000
0.023
0.290
0.096
276
122
0.5
1D+1L
-5695.59
-3.31
1.11
-0.76
2.31
0.286
0.001
0.001
0.003
0.290
0.086
280
124
01D+1L
-5695.59
-5.21
1.78
-0.76
2.31
0.286
0.001
0.001
0.003
0.290
0.086
1283
581
0.25
1D+1L
-5427.08
3.95
1.82
-4.87
-8.27
0.272
0.002
0.006
0.011
0.290
0.093
774
250
0.5
1D+1L
-5349.43
-15.07
-9.44
7.15
8.83
0.268
0.010
0.010
0.012
0.290
0.095
778
251
01D+1L
-5349.43
-16.09
-9.98
7.15
8.83
0.268
0.011
0.010
0.012
0.290
0.095
744
240
0.5
1D+1L
-5400.74
3.94
1.69
-4.87
-9.23
0.271
0.002
0.006
0.012
0.290
0.093
754
247
01D+1L
-5400.74
-0.43
-1.04
-4.87
-9.23
0.271
0.001
0.006
0.012
0.290
0.093
1296
588
0.5
1D+1L
-5407.84
-0.43
-1.18
-4.73
-9.04
0.271
0.001
0.006
0.012
0.290
0.093
1300
589
01D+1L
-5407.84
-7.15
-5.52
-4.73
-9.04
0.271
0.005
0.006
0.012
0.290
0.093
1632
743
0.5
1D+1L
-5642.02
5.07
-0.35
0.22
-4.79
0.283
0.002
0.000
0.006
0.290
0.087
Co
mp
resi
ón
:19941.0
kg
Flex
ión
M2:
752.0
kg.m
cmTe
nsi
ón
:20770.0
kg
Flex
ión
M3:
752.0
kg.m
C
ort
ante
:2472.0
kg
Re:
3.6
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
DIA
MET
RO
:
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
CA
RG
AS
DE
DIS
EÑO
-P
ERM
AN
ENTE
S
SEC
CIÓ
N:
CIR
CU
LAR
23
IND
ICES
1636
744
01D+1L
-5642.02
5.74
-0.55
0.22
-4.79
0.283
0.002
0.000
0.006
0.290
0.087
1662
753
0.5
1D+1L
-5590.71
-7.59
-0.31
1.27
-5.68
0.280
0.003
0.002
0.008
0.290
0.089
1666
754
01D+1L
-5590.71
-14.32
0.06072
1.27
-5.68
0.280
0.006
0.002
0.008
0.290
0.089
186
84
0.5
1D+1L
-5695.18
3.18
1.11
-0.75
-2.22
0.286
0.002
0.001
0.003
0.290
0.086
190
85
01D+1L
-5695.18
5.01
1.78
-0.75
-2.22
0.286
0.003
0.001
0.003
0.290
0.086
1230
475
0.5
1D+1L
-5296.07
16.95
0.01025
0.03
-17.78
0.266
0.007
0.000
0.024
0.289
0.096
935
296
0.25
1D+1L
-5400.72
-0.43
1.02
4.81
-9.13
0.271
0.000
0.006
0.012
0.289
0.093
845
275
0.25
1D+1L
-5394.86
0.42
-1.04
-4.62
9.51
0.271
0.000
0.006
0.013
0.289
0.093
1026
324
0.5
1D+1L
-5394.81
0.42
1.02
4.56
9.42
0.271
0.001
0.006
0.013
0.289
0.093
1030
325
01D+1L
-5394.81
7.40
5.11
4.56
9.42
0.271
0.005
0.006
0.013
0.289
0.093
1013
322
0.25
1D+1L
-5414.05
-4.13
-1.78
4.63
8.59
0.272
0.002
0.006
0.011
0.289
0.093
755
247
0.25
1D+1L
-5394.33
-0.43
-1.04
-4.61
-9.12
0.271
0.001
0.006
0.012
0.289
0.093
1584
701
0.5
1D+1L
-5291.17
15.50
10.88
-8.39
-9.03
0.265
0.011
0.011
0.012
0.289
0.095
1588
702
01D+1L
-5291.17
16.56
11.49
-8.39
-9.03
0.265
0.011
0.011
0.012
0.289
0.095
1140
415
0.5
1D+1L
-5295.61
-16.32
0.007808
0.03
17.17
0.266
0.007
0.000
0.023
0.288
0.095
936
296
0.5
1D+1L
-5394.31
-0.43
1.02
4.56
-9.02
0.271
0.000
0.006
0.012
0.289
0.093
940
297
01D+1L
-5394.31
-7.14
5.1
4.56
-9.02
0.271
0.001
0.006
0.012
0.289
0.093
923
289
0.25
1D+1L
-5413.55
3.95
-1.78
4.62
-8.25
0.271
0.001
0.006
0.011
0.289
0.092
846
275
0.5
1D+1L
-5388.45
0.42
-1.04
-4.36
9.41
0.270
0.000
0.006
0.013
0.289
0.093
850
276
01D+1L
-5388.45
7.39
-4.99
-4.36
9.41
0.270
0.001
0.006
0.013
0.289
0.093
833
273
0.25
1D+1L
-5407.69
-4.12
1.69
-4.46
8.59
0.271
0.001
0.006
0.011
0.289
0.092
658
225
01D+1L
-5274.71
-7.13
-0.01801
-0.05
-17.83
0.265
0.003
0.000
0.024
0.288
0.095
275
122
0.25
1D+1L
-5702
-3.31
1.11
-0.48
1.48
0.286
0.001
0.001
0.002
0.289
0.085
1368
613
0.5
1D+1L
-5434.03
-5.71
3.06
-4.43
7.58
0.273
0.001
0.006
0.010
0.288
0.091
1372
614
01D+1L
-5434.03
-4.13
1.82
-4.43
7.58
0.273
0.001
0.006
0.010
0.288
0.091
185
84
0.25
1D+1L
-5701.6
3.18
1.11
-0.48
-1.43
0.286
0.002
0.001
0.002
0.288
0.084
509
181
0.25
1D+1L
-5284.79
16.56
4.65
-4.20
-13.16
0.265
0.009
0.006
0.018
0.288
0.095
1763
783
0.25
1D+1L
-5571.92
16.57
0.26
1.15
-5.63
0.279
0.007
0.002
0.007
0.288
0.088
1494
673
0.5
1D+1L
-5290.68
-14.92
10.86
-8.37
8.74
0.265
0.002
0.011
0.012
0.288
0.095
1498
674
01D+1L
-5290.68
-15.93
11.47
-8.37
8.74
0.265
0.002
0.011
0.012
0.288
0.095
1721
776
0.25
1D+1L
-5648.89
-5.27
-0.37
0.15
3.66
0.283
0.002
0.000
0.005
0.288
0.086
1673
755
0.25
1D+1L
-5571.47
-15.98
0.18
1.20
5.48
0.279
0.006
0.002
0.007
0.288
0.088
1554
696
0.5
1D+1L
-5342.48
-4.09
-1.87
5.53
9.53
0.268
0.002
0.007
0.013
0.288
0.093
1564
698
01D+1L
-5342.48
0.41
1.27
5.53
9.53
0.268
0.001
0.007
0.013
0.288
0.093
743
240
0.25
1D+1L
-5407.16
3.94
1.69
-4.45
-8.24
0.271
0.002
0.006
0.011
0.288
0.092
1278
580
0.5
1D+1L
-5433.5
5.47
3.06
-4.42
-7.28
0.272
0.003
0.006
0.010
0.288
0.091
1282
581
01D+1L
-5433.5
3.95
1.82
-4.42
-7.28
0.272
0.002
0.006
0.010
0.288
0.091
1631
743
0.25
1D+1L
-5648.44
5.07
-0.35
0.13
-3.52
0.283
0.002
0.000
0.005
0.288
0.085
756
247
0.5
1D+1L
-5387.92
-0.43
-1.04
-4.35
-9.01
0.270
0.001
0.006
0.012
0.288
0.092
760
248
01D+1L
-5387.92
-7.13
-4.98
-4.35
-9.01
0.270
0.005
0.006
0.012
0.288
0.092
419
153
0.25
1D+1L
-5284.2
-15.93
4.64
-4.19
12.71
0.265
0.005
0.006
0.017
0.287
0.094
568
196
01D+1L
-5273.89
6.89
-0.02012
-0.05
17.22
0.264
0.003
0.000
0.023
0.287
0.095
1739
779
1.25
1D+1L
-5477.95
-7.45
0.36
0.45
-9.31
0.275
0.003
0.001
0.012
0.288
0.089
1464
663
0.5
1D+1L
-5341.99
3.91
-1.87
5.52
-9.14
0.268
0.001
0.007
0.012
0.287
0.093
1474
670
01D+1L
-5341.99
-0.42
1.26
5.52
-9.14
0.268
0.000
0.007
0.012
0.287
0.093
1198
470
01D+1L
-5254.53
-7.11
0.01025
0.03
-17.78
0.264
0.003
0.000
0.024
0.287
0.095
1008
321
0.5
1D+1L
-5420.46
-5.69
-2.92
4.18
7.56
0.272
0.003
0.006
0.010
0.287
0.091
1012
322
01D+1L
-5420.46
-4.13
-1.78
4.18
7.56
0.272
0.002
0.006
0.010
0.287
0.091
MODULO 4 DOC: ESS DISEÑO DE ELEMENTOS DE MADERA - NSR-10 TITULO G - ESTRUCTURAS DE MADERADiseño estructural VS: 00 PIL ()Barranquilla SISMO Y VIENTO
CARACTERíSTICAS DE LA MADERA GEOMETRÍA DEL ELEMENTOCalidad de la madera Estructural Selecta (E.S) Tipo de sección CircularElemento portante Principal Diámetro Ø = mmGrupo Estructural (ES) ES4Tipo de madera Madera rolliza Longitud L = mmTipo de elemento Columna L no soportada Lu = mm
G.2 Coeficientes de aplicación general G.3 Coeficientes para elementos a flexión
G.4.6.2.1 — Por duración de la carga (Cp ) G.3.3.2.1 — Coeficiente de forma (CF)Típica carga de diseño: Viento y SismoDuración Carga: Diez minutos Cd(Fb,Ft,Fc)= G.3.3.2.3
CL (Fb, Ft) = G.3.3.2.2G.4.6.2.4 — Por contenido de humedad (Cm ) CL (Fc) = G.3.3.2.2Contenido de Humedad: 4. FUERZAS Y MOMENTOS RESISTENTES 5. FUERZAS Y MOMENTOS ACTUANTES
G.2.2.3.3 — Por temperatura (Ct ) CF = Cd x CL = Cortante Vr = = Tonf Cortante V = = TonfTemperatura [°C]: T≤37.8°C Aplastamiento Nr = = Tonf Aplastamiento N = = TonfCondiciones de Servicio: Húmedo G.3.3.2.4 — Uso en cara ancha (d) , factor Cfu Flexión Mr = = Tonf-m Flexión M = = Tonf-m
No aplica Cfu (Fb) = Tensión Tr = = Tonf Tensión T = = TonfG.2.2.3.4 — Por incisión (Cin) Compresión Pr = = Tonf Compresión P = = TonfNo aplica Longitud efectiva Columna Le [mm]
G.2.2.3.5 — Por acción conjunta (Cr) Lu = mmNo aplica k = mm Esfuerzo Actuante Esfuerzo Resistente
Le = mmG.2.2.3.7 — Por desviación al grano (CDG)No aplica Condición de apoyos: Cortante V = fv = F'v = fv/F'v =Pendiente al grano (n) Aplastamiento N = fp = F'p = fp/F'p =
Tensión T = ft = F't = ft/F't =G.2.2.3.6 — Por rigidez al pandeo (CT ) Compresión P = fc = F'c = fc/F'c =No aplica Flexión M = fb = F'b = fb/F'b =
G.4.3.4. Relación de esbeltez (λ)Coef. de Estabilidad LateralFc = [MPa] Emin =Fc* = [MPa] E'mín = (G.5.1-1)FCE= C =Cp =
(G.5.1-2)G.3.3.4 — Condiciones de restricción lateral G.4.6 — Madera de sección Circulardonde el coeficiente CL para vigas es igual a 1.0Rolliza CL=1.0 G.4.6.2.2 — Por preservación (Cpv )
Aplica
G.3.5.1.1 — Coeficiente por área de apoyo Cb G.4.6.2.3 — Desbastamiento o alisadura (Ckd )No aplica Aplica
EJECUTÓ: J.O.T.TREVISÓ: A.J.F.E.
septiembre de 2020
86180.95 0.95
4.4011.90
1.3436.9228.43
0.00
-
0.0012.83 = 0.00 Cumple
1.00 1.00 0.95 -
----
2.81
----
1.38
--
0.00-
0.00= 0.00 Cumple10.97 10.97
0.00 6.71
0.008.71 +
0.00 10.970.00
6. CHEQUEO DE SOLICITACIONES
0 0.00 8.71 0.000 0.00
-
[MPa] [MPa]
2.81 0.00
0.69
3696
Índice de Sobre Esfuerzo
8.71 1.38
-0.90 0.90
6.71
-
-CDG 1.00 1.00 1.00-
1.00Cr
-
----
- 1.00-
1.001.00
-
1.001.00
1.00
1.00
1.00
1.001.00 1.00
1.600.801.00
1.001.00
1.600.75
1.00
1.00
-0.80
Parámetro
-1.00
-
Cvp 0.90
F'i [MPa]0.790.89
0 0.00
3696
--
CLCpCb
Ckp 0.95
7. DISEÑO DE ELEMENTOS SOLICITADOS POR FLEXIÓN Y CARGA AXIAL
0.00
Solicitaciones Fuerzas [N],
Compresión Cortante12600
-0.80
10.80 3.90
E 0.5
13.60Compresión
Ft
CDCR
-
0.90 0.90
---
-
0.90
-
0.75
-
3. TABLA DE COEFICIENTES DE MODIFICACIÓN Y ESFUERZOS MODIFICADOS
1.20Promedio
E mínMínimo
0.80
1.00 1.00 1.00 1.00 1.00 - -
FvFlexión
4620Tensión
11.50
1.600.70
1.60
Fc ǁ Fp ⱵFb
40000.853400
Impedido de desplazarse en ambos extremos y uno de ellos impedido de rotar
11.50 462011.42
0.69
17.07
10.43 1
N/A
1.00
0.79Fb
Cm1.001.001.00
-0.89
-
CTCFCfu
CtCin
1.002. COEFICIENTES DE MODIFICACIÓN
230
50%
00
Estructuras Sostenibles S.a.s -Cll 42 # 28-20 tel: 3151177 e-mail:[email protected] - Bogotá, Colombia.
SISMO Y VIENTO
Fi [MPa]
PIL ()
1. DESCRIPCIÓN DEL ELEMENTO
100004000
1.00
0.79 0.89
1.00
-0.79
1.00--
10.97
Ft Fc
-0.79
f�
F���f�
F�∗� 1.0
f� � f�
F�∗∗
� 1.0
Co
mp
resi
ón
:28434.0
kg
Flex
ión
M2:
1336.0
kg.m
cmTe
nsi
ón
:36924.0
kg
Flex
ión
M3:
1336.0
kg.m
C
ort
ante
:4395.0
kg
Re:
3.6
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:23
23953
620
00.6D+0.7EQY+.21EQX
278.77
100.91
715.97
322.87
45.3
0.008
0.186
0.242
0.034
0.283
0.000
23959
620
00.6D+0.7EQY-0.21EQX
278.77
100.91
715.97
322.87
45.3
0.008
0.186
0.242
0.034
0.283
0.000
23965
620
00.6D-0.7EQY+.21EQX
278.77
100.91
715.97
322.87
45.3
0.008
0.186
0.242
0.034
0.283
0.000
23895
620
0.5
D+0.21EQX+0.7EQY
-230.63
101.61
714.96
683.6
93.83
0.008
0.186
0.512
0.070
0.590
0.584
23901
620
0.5
D-0.21EQX+0.7EQY
-230.63
101.61
714.96
683.6
93.83
0.008
0.186
0.512
0.070
0.590
0.584
23907
620
0.5
D+0.21EQX-0.7EQY
-230.63
101.61
714.96
683.6
93.83
0.008
0.186
0.512
0.070
0.590
0.584
23894
620
0.25
D+0.21EQX+0.7EQY
-237.38
101.61
714.96
503.61
69.32
0.008
0.186
0.377
0.052
0.437
0.430
23900
620
0.25
D-0.21EQX+0.7EQY
-237.38
101.61
714.96
503.61
69.32
0.008
0.186
0.377
0.052
0.437
0.430
23906
620
0.25
D+0.21EQX-0.7EQY
-237.38
101.61
714.96
503.61
69.32
0.008
0.186
0.377
0.052
0.437
0.430
23893
620
0D+0.21EQX+0.7EQY
-244.13
101.61
714.96
323.61
44.83
0.009
0.186
0.242
0.034
0.284
0.277
23899
620
0D-0.21EQX+0.7EQY
-244.13
101.61
714.96
323.61
44.83
0.009
0.186
0.242
0.034
0.284
0.277
23905
620
0D+0.21EQX-0.7EQY
-244.13
101.61
714.96
323.61
44.83
0.009
0.186
0.242
0.034
0.284
0.277
8595
181
0.5
D+0.21EQX+0.7EQY
-234.41
93.92
713.92
674.89
86.6
0.008
0.184
0.505
0.065
0.578
0.572
8601
181
0.5
D-0.21EQX+0.7EQY
-234.41
93.92
713.92
674.89
86.6
0.008
0.184
0.505
0.065
0.578
0.572
8607
181
0.5
D+0.21EQX-0.7EQY
-234.41
93.92
713.92
674.89
86.6
0.008
0.184
0.505
0.065
0.578
0.572
8594
181
0.25
D+0.21EQX+0.7EQY
-241.16
93.92
713.92
496.85
63.99
0.008
0.184
0.372
0.048
0.428
0.421
8600
181
0.25
D-0.21EQX+0.7EQY
-241.16
93.92
713.92
496.85
63.99
0.008
0.184
0.372
0.048
0.428
0.421
8606
181
0.25
D+0.21EQX-0.7EQY
-241.16
93.92
713.92
496.85
63.99
0.008
0.184
0.372
0.048
0.428
0.421
8593
181
0D+0.21EQX+0.7EQY
-247.91
93.92
713.92
318.8
41.4
0.009
0.184
0.239
0.031
0.278
0.271
8599
181
0D-0.21EQX+0.7EQY
-247.91
93.92
713.92
318.8
41.4
0.009
0.184
0.239
0.031
0.278
0.271
8605
181
0D+0.21EQX-0.7EQY
-247.91
93.92
713.92
318.8
41.4
0.009
0.184
0.239
0.031
0.278
0.271
8655
181
0.5
0.6D+0.7EQY+.21EQX
275.39
93.23
713.57
675.29
87.4
0.007
0.184
0.505
0.065
0.578
0.000
8661
181
0.5
0.6D+0.7EQY-0.21EQX
275.39
93.23
713.57
675.29
87.4
0.007
0.184
0.505
0.065
0.578
0.000
8667
181
0.5
0.6D-0.7EQY+.21EQX
275.39
93.23
713.57
675.29
87.4
0.007
0.184
0.505
0.065
0.578
0.000
8654
181
0.25
0.6D+0.7EQY+.21EQX
271.34
93.23
713.57
497.16
64.62
0.007
0.184
0.372
0.048
0.428
0.000
8660
181
0.25
0.6D+0.7EQY-0.21EQX
271.34
93.23
713.57
497.16
64.62
0.007
0.184
0.372
0.048
0.428
0.000
8666
181
0.25
0.6D-0.7EQY+.21EQX
271.34
93.23
713.57
497.16
64.62
0.007
0.184
0.372
0.048
0.428
0.000
8653
181
00.6D+0.7EQY+.21EQX
267.29
93.23
713.57
319.03
41.86
0.007
0.184
0.239
0.031
0.277
0.000
8659
181
00.6D+0.7EQY-0.21EQX
267.29
93.23
713.57
319.03
41.86
0.007
0.184
0.239
0.031
0.277
0.000
8665
181
00.6D-0.7EQY+.21EQX
267.29
93.23
713.57
319.03
41.86
0.007
0.184
0.239
0.031
0.277
0.000
26955
702
0.5
D+0.21EQX+0.7EQY
-245.91
86.71
717.99
674.12
79.82
0.009
0.183
0.505
0.060
0.573
0.566
26961
702
0.5
D-0.21EQX+0.7EQY
-245.91
86.71
717.99
674.12
79.82
0.009
0.183
0.505
0.060
0.573
0.566
26967
702
0.5
D+0.21EQX-0.7EQY
-245.91
86.71
717.99
674.12
79.82
0.009
0.183
0.505
0.060
0.573
0.566
26954
702
0.25
D+0.21EQX+0.7EQY
-252.67
86.71
717.99
495.98
59.02
0.009
0.183
0.371
0.044
0.424
0.417
26960
702
0.25
D-0.21EQX+0.7EQY
-252.67
86.71
717.99
495.98
59.02
0.009
0.183
0.371
0.044
0.424
0.417
26966
702
0.25
D+0.21EQX-0.7EQY
-252.67
86.71
717.99
495.98
59.02
0.009
0.183
0.371
0.044
0.424
0.417
26953
702
0D+0.21EQX+0.7EQY
-259.42
86.71
717.99
317.84
38.22
0.009
0.183
0.238
0.029
0.276
0.267
26959
702
0D-0.21EQX+0.7EQY
-259.42
86.71
717.99
317.84
38.22
0.009
0.183
0.238
0.029
0.276
0.267
26965
702
0D+0.21EQX-0.7EQY
-259.42
86.71
717.99
317.84
38.22
0.009
0.183
0.238
0.029
0.276
0.267
8658
181
0.5
0.6D+0.7EQY+.21EQX
-1804.77
-91.17
-712.53
-676.49
-89.8
0.063
0.183
0.506
0.067
0.637
0.591
8664
181
0.5
0.6D+0.7EQY-0.21EQX
-1804.77
-91.17
-712.53
-676.49
-89.8
0.063
0.183
0.506
0.067
0.637
0.591
8670
181
0.5
0.6D-0.7EQY+.21EQX
-1804.77
-91.17
-712.53
-676.49
-89.8
0.063
0.183
0.506
0.067
0.637
0.591
8657
181
0.25
0.6D+0.7EQY+.21EQX
-1808.82
-91.17
-712.53
-498.09
-66.51
0.064
0.183
0.373
0.050
0.486
0.436
8663
181
0.25
0.6D+0.7EQY-0.21EQX
-1808.82
-91.17
-712.53
-498.09
-66.51
0.064
0.183
0.373
0.050
0.486
0.436
8669
181
0.25
0.6D-0.7EQY+.21EQX
-1808.82
-91.17
-712.53
-498.09
-66.51
0.064
0.183
0.373
0.050
0.486
0.436
8656
181
00.6D+0.7EQY+.21EQX
-1812.87
-91.17
-712.53
-319.7
-43.22
0.064
0.183
0.239
0.032
0.335
0.282
8662
181
00.6D+0.7EQY-0.21EQX
-1812.87
-91.17
-712.53
-319.7
-43.22
0.064
0.183
0.239
0.032
0.335
0.282
8668
181
00.6D-0.7EQY+.21EQX
-1812.87
-91.17
-712.53
-319.7
-43.22
0.064
0.183
0.239
0.032
0.335
0.282
Co
mp
resi
ón
:28434.0
kg
Flex
ión
M2:
1336.0
kg.m
cmTe
nsi
ón
:36924.0
kg
Flex
ión
M3:
1336.0
kg.m
C
ort
ante
:4395.0
kg
Re:
3.6
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:23
27015
702
0.5
0.6D+0.7EQY+.21EQX
263.91
86.02
716.91
675.45
80.62
0.007
0.183
0.506
0.060
0.573
0.000
27021
702
0.5
0.6D+0.7EQY-0.21EQX
263.91
86.02
716.91
675.45
80.62
0.007
0.183
0.506
0.060
0.573
0.000
27027
702
0.5
0.6D-0.7EQY+.21EQX
263.91
86.02
716.91
675.45
80.62
0.007
0.183
0.506
0.060
0.573
0.000
27014
702
0.25
0.6D+0.7EQY+.21EQX
259.86
86.02
716.91
497.04
59.64
0.007
0.183
0.372
0.045
0.424
0.000
27020
702
0.25
0.6D+0.7EQY-0.21EQX
259.86
86.02
716.91
497.04
59.64
0.007
0.183
0.372
0.045
0.424
0.000
27026
702
0.25
0.6D-0.7EQY+.21EQX
259.86
86.02
716.91
497.04
59.64
0.007
0.183
0.372
0.045
0.424
0.000
27013
702
00.6D+0.7EQY+.21EQX
255.81
86.02
716.91
318.63
38.68
0.007
0.183
0.238
0.029
0.274
0.000
27019
702
00.6D+0.7EQY-0.21EQX
255.81
86.02
716.91
318.63
38.68
0.007
0.183
0.238
0.029
0.274
0.000
27025
702
00.6D-0.7EQY+.21EQX
255.81
86.02
716.91
318.63
38.68
0.007
0.183
0.238
0.029
0.274
0.000
8598
181
0.5
D+0.21EQX+0.7EQY
-2314.56
-90.48
-712.18
-676.88
-90.6
0.081
0.183
0.507
0.068
0.656
0.598
8604
181
0.5
D-0.21EQX+0.7EQY
-2314.56
-90.48
-712.18
-676.88
-90.6
0.081
0.183
0.507
0.068
0.656
0.598
8610
181
0.5
D+0.21EQX-0.7EQY
-2314.56
-90.48
-712.18
-676.88
-90.6
0.081
0.183
0.507
0.068
0.656
0.598
8597
181
0.25
D+0.21EQX+0.7EQY
-2321.31
-90.48
-712.18
-498.4
-67.13
0.082
0.183
0.373
0.050
0.505
0.443
8603
181
0.25
D-0.21EQX+0.7EQY
-2321.31
-90.48
-712.18
-498.4
-67.13
0.082
0.183
0.373
0.050
0.505
0.443
8609
181
0.25
D+0.21EQX-0.7EQY
-2321.31
-90.48
-712.18
-498.4
-67.13
0.082
0.183
0.373
0.050
0.505
0.443
8596
181
0D+0.21EQX+0.7EQY
-2328.07
-90.48
-712.18
-319.92
-43.68
0.082
0.183
0.239
0.033
0.354
0.287
8602
181
0D-0.21EQX+0.7EQY
-2328.07
-90.48
-712.18
-319.92
-43.68
0.082
0.183
0.239
0.033
0.354
0.287
8608
181
0D+0.21EQX-0.7EQY
-2328.07
-90.48
-712.18
-319.92
-43.68
0.082
0.183
0.239
0.033
0.354
0.287
13188
251
0.5
D+0.21EQX+0.7EQY
-2419.39
-117.65
-684.33
-643.31
-109.2
0.085
0.182
0.482
0.082
0.648
0.588
13194
251
0.5
D-0.21EQX+0.7EQY
-2419.39
-117.65
-684.33
-643.31
-109.2
0.085
0.182
0.482
0.082
0.648
0.588
13200
251
0.5
D+0.21EQX-0.7EQY
-2419.39
-117.65
-684.33
-643.31
-109.2
0.085
0.182
0.482
0.082
0.648
0.588
13187
251
0.25
D+0.21EQX+0.7EQY
-2426.14
-117.65
-684.33
-473.37
-80.64
0.085
0.182
0.354
0.060
0.500
0.435
13193
251
0.25
D-0.21EQX+0.7EQY
-2426.14
-117.65
-684.33
-473.37
-80.64
0.085
0.182
0.354
0.060
0.500
0.435
13199
251
0.25
D+0.21EQX-0.7EQY
-2426.14
-117.65
-684.33
-473.37
-80.64
0.085
0.182
0.354
0.060
0.500
0.435
13186
251
0D+0.21EQX+0.7EQY
-2432.9
-117.65
-684.33
-303.43
-52.09
0.086
0.182
0.227
0.039
0.352
0.282
13192
251
0D-0.21EQX+0.7EQY
-2432.9
-117.65
-684.33
-303.43
-52.09
0.086
0.182
0.227
0.039
0.352
0.282
13198
251
0D+0.21EQX-0.7EQY
-2432.9
-117.65
-684.33
-303.43
-52.09
0.086
0.182
0.227
0.039
0.352
0.282
13248
251
0.5
0.6D+0.7EQY+.21EQX
-1903.82
-116.98
-683.41
-644.42
-109.99
0.067
0.182
0.482
0.082
0.632
0.583
13254
251
0.5
0.6D+0.7EQY-0.21EQX
-1903.82
-116.98
-683.41
-644.42
-109.99
0.067
0.182
0.482
0.082
0.632
0.583
13260
251
0.5
0.6D-0.7EQY+.21EQX
-1903.82
-116.98
-683.41
-644.42
-109.99
0.067
0.182
0.482
0.082
0.632
0.583
13247
251
0.25
0.6D+0.7EQY+.21EQX
-1907.87
-116.98
-683.41
-474.26
-81.26
0.067
0.182
0.355
0.061
0.483
0.430
13253
251
0.25
0.6D+0.7EQY-0.21EQX
-1907.87
-116.98
-683.41
-474.26
-81.26
0.067
0.182
0.355
0.061
0.483
0.430
13259
251
0.25
0.6D-0.7EQY+.21EQX
-1907.87
-116.98
-683.41
-474.26
-81.26
0.067
0.182
0.355
0.061
0.483
0.430
13246
251
00.6D+0.7EQY+.21EQX
-1911.92
-116.98
-683.41
-304.09
-52.54
0.067
0.182
0.228
0.039
0.334
0.278
13252
251
00.6D+0.7EQY-0.21EQX
-1911.92
-116.98
-683.41
-304.09
-52.54
0.067
0.182
0.228
0.039
0.334
0.278
13258
251
00.6D-0.7EQY+.21EQX
-1911.92
-116.98
-683.41
-304.09
-52.54
0.067
0.182
0.228
0.039
0.334
0.278
16245
300
0.5
D+0.21EQX+0.7EQY
-150.46
116.54
683.53
641.96
115.41
0.005
0.182
0.481
0.086
0.572
0.568
16251
300
0.5
D-0.21EQX+0.7EQY
-150.46
116.54
683.53
641.96
115.41
0.005
0.182
0.481
0.086
0.572
0.568
16257
300
0.5
D+0.21EQX-0.7EQY
-150.46
116.54
683.53
641.96
115.41
0.005
0.182
0.481
0.086
0.572
0.568
16244
300
0.25
D+0.21EQX+0.7EQY
-157.21
116.54
683.53
472.27
85.43
0.006
0.182
0.353
0.064
0.423
0.418
16250
300
0.25
D-0.21EQX+0.7EQY
-157.21
116.54
683.53
472.27
85.43
0.006
0.182
0.353
0.064
0.423
0.418
16256
300
0.25
D+0.21EQX-0.7EQY
-157.21
116.54
683.53
472.27
85.43
0.006
0.182
0.353
0.064
0.423
0.418
16243
300
0D+0.21EQX+0.7EQY
-163.97
116.54
683.53
302.59
55.45
0.006
0.182
0.226
0.042
0.274
0.269
16249
300
0D-0.21EQX+0.7EQY
-163.97
116.54
683.53
302.59
55.45
0.006
0.182
0.226
0.042
0.274
0.269
16255
300
0D+0.21EQX-0.7EQY
-163.97
116.54
683.53
302.59
55.45
0.006
0.182
0.226
0.042
0.274
0.269
16305
300
0.5
0.6D+0.7EQY+.21EQX
365.73
117.22
682.58
643.11
114.62
0.010
0.182
0.481
0.086
0.577
0.000
16311
300
0.5
0.6D+0.7EQY-0.21EQX
365.73
117.22
682.58
643.11
114.62
0.010
0.182
0.481
0.086
0.577
0.000
16317
300
0.5
0.6D-0.7EQY+.21EQX
365.73
117.22
682.58
643.11
114.62
0.010
0.182
0.481
0.086
0.577
0.000
Co
mp
resi
ón
:28434.0
kg
Flex
ión
M2:
1336.0
kg.m
cmTe
nsi
ón
:36924.0
kg
Flex
ión
M3:
1336.0
kg.m
C
ort
ante
:4395.0
kg
Re:
3.6
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
(Adim)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:23
16304
300
0.25
0.6D+0.7EQY+.21EQX
361.68
117.22
682.58
473.19
84.81
0.010
0.182
0.354
0.063
0.427
0.000
16310
300
0.25
0.6D+0.7EQY-0.21EQX
361.68
117.22
682.58
473.19
84.81
0.010
0.182
0.354
0.063
0.427
0.000
16316
300
0.25
0.6D-0.7EQY+.21EQX
361.68
117.22
682.58
473.19
84.81
0.010
0.182
0.354
0.063
0.427
0.000
16303
300
00.6D+0.7EQY+.21EQX
357.63
117.22
682.58
303.26
55
0.010
0.182
0.227
0.041
0.278
0.000
16309
300
00.6D+0.7EQY-0.21EQX
357.63
117.22
682.58
303.26
55
0.010
0.182
0.227
0.041
0.278
0.000
16315
300
00.6D-0.7EQY+.21EQX
357.63
117.22
682.58
303.26
55
0.010
0.182
0.227
0.041
0.278
0.000
16308
300
0.5
0.6D+0.7EQY+.21EQX
-1914.32
-119.24
-679.71
-646.57
-112.25
0.067
0.182
0.484
0.084
0.635
0.586
16314
300
0.5
0.6D+0.7EQY-0.21EQX
-1914.32
-119.24
-679.71
-646.57
-112.25
0.067
0.182
0.484
0.084
0.635
0.586
16320
300
0.5
0.6D-0.7EQY+.21EQX
-1914.32
-119.24
-679.71
-646.57
-112.25
0.067
0.182
0.484
0.084
0.635
0.586
16307
300
0.25
0.6D+0.7EQY+.21EQX
-1918.37
-119.24
-679.71
-475.93
-82.95
0.067
0.182
0.356
0.062
0.486
0.433
16313
300
0.25
0.6D+0.7EQY-0.21EQX
-1918.37
-119.24
-679.71
-475.93
-82.95
0.067
0.182
0.356
0.062
0.486
0.433
16319
300
0.25
0.6D-0.7EQY+.21EQX
-1918.37
-119.24
-679.71
-475.93
-82.95
0.067
0.182
0.356
0.062
0.486
0.433
16306
300
00.6D+0.7EQY+.21EQX
-1922.42
-119.24
-679.71
-305.28
-53.65
0.068
0.182
0.229
0.040
0.336
0.280
16312
300
00.6D+0.7EQY-0.21EQX
-1922.42
-119.24
-679.71
-305.28
-53.65
0.068
0.182
0.229
0.040
0.336
0.280
16318
300
00.6D-0.7EQY+.21EQX
-1922.42
-119.24
-679.71
-305.28
-53.65
0.068
0.182
0.229
0.040
0.336
0.280
16248
300
0.5
D+0.21EQX+0.7EQY
-2430.51
-119.92
-678.75
-647.72
-111.46
0.085
0.182
0.485
0.083
0.654
0.593
16254
300
0.5
D-0.21EQX+0.7EQY
-2430.51
-119.92
-678.75
-647.72
-111.46
0.085
0.182
0.485
0.083
0.654
0.593
16260
300
0.5
D+0.21EQX-0.7EQY
-2430.51
-119.92
-678.75
-647.72
-111.46
0.085
0.182
0.485
0.083
0.654
0.593
16247
300
0.25
D+0.21EQX+0.7EQY
-2437.26
-119.92
-678.75
-476.84
-82.33
0.086
0.182
0.357
0.062
0.504
0.439
16253
300
0.25
D-0.21EQX+0.7EQY
-2437.26
-119.92
-678.75
-476.84
-82.33
0.086
0.182
0.357
0.062
0.504
0.439
16259
300
0.25
D+0.21EQX-0.7EQY
-2437.26
-119.92
-678.75
-476.84
-82.33
0.086
0.182
0.357
0.062
0.504
0.439
16246
300
0D+0.21EQX+0.7EQY
-2444.02
-119.92
-678.75
-305.96
-53.19
0.086
0.182
0.229
0.040
0.355
0.285
16252
300
0D-0.21EQX+0.7EQY
-2444.02
-119.92
-678.75
-305.96
-53.19
0.086
0.182
0.229
0.040
0.355
0.285
16258
300
0D+0.21EQX-0.7EQY
-2444.02
-119.92
-678.75
-305.96
-53.19
0.086
0.182
0.229
0.040
0.355
0.285
27018
702
0.5
0.6D+0.7EQY+.21EQX
-1793.39
-83.96
-713.64
-679.45
-83.02
0.063
0.181
0.509
0.062
0.634
0.588
27024
702
0.5
0.6D+0.7EQY-0.21EQX
-1793.39
-83.96
-713.64
-679.45
-83.02
0.063
0.181
0.509
0.062
0.634
0.588
27030
702
0.5
0.6D-0.7EQY+.21EQX
-1793.39
-83.96
-713.64
-679.45
-83.02
0.063
0.181
0.509
0.062
0.634
0.588
27017
702
0.25
0.6D+0.7EQY+.21EQX
-1797.44
-83.96
-713.64
-500.23
-61.53
0.063
0.181
0.374
0.046
0.484
0.434
27023
702
0.25
0.6D+0.7EQY-0.21EQX
-1797.44
-83.96
-713.64
-500.23
-61.53
0.063
0.181
0.374
0.046
0.484
0.434
27029
702
0.25
0.6D-0.7EQY+.21EQX
-1797.44
-83.96
-713.64
-500.23
-61.53
0.063
0.181
0.374
0.046
0.484
0.434
27016
702
00.6D+0.7EQY+.21EQX
-1801.49
-83.96
-713.64
-321
-40.05
0.063
0.181
0.240
0.030
0.334
0.280
27022
702
00.6D+0.7EQY-0.21EQX
-1801.49
-83.96
-713.64
-321
-40.05
0.063
0.181
0.240
0.030
0.334
0.280
27028
702
00.6D-0.7EQY+.21EQX
-1801.49
-83.96
-713.64
-321
-40.05
0.063
0.181
0.240
0.030
0.334
0.280
26958
702
0.5
D+0.21EQX+0.7EQY
-2303.22
-83.27
-712.56
-680.79
-83.82
0.081
0.181
0.510
0.063
0.653
0.596
26964
702
0.5
D-0.21EQX+0.7EQY
-2303.22
-83.27
-712.56
-680.79
-83.82
0.081
0.181
0.510
0.063
0.653
0.596
26970
702
0.5
D+0.21EQX-0.7EQY
-2303.22
-83.27
-712.56
-680.79
-83.82
0.081
0.181
0.510
0.063
0.653
0.596
26957
702
0.25
D+0.21EQX+0.7EQY
-2309.97
-83.27
-712.56
-501.29
-62.16
0.081
0.181
0.375
0.047
0.503
0.441
26963
702
0.25
D-0.21EQX+0.7EQY
-2309.97
-83.27
-712.56
-501.29
-62.16
0.081
0.181
0.375
0.047
0.503
0.441
26969
702
0.25
D+0.21EQX-0.7EQY
-2309.97
-83.27
-712.56
-501.29
-62.16
0.081
0.181
0.375
0.047
0.503
0.441
26956
702
0D+0.21EQX+0.7EQY
-2316.72
-83.27
-712.56
-321.79
-40.5
0.081
0.181
0.241
0.030
0.353
0.286
26962
702
0D-0.21EQX+0.7EQY
-2316.72
-83.27
-712.56
-321.79
-40.5
0.081
0.181
0.241
0.030
0.353
0.286
26968
702
0D+0.21EQX-0.7EQY
-2316.72
-83.27
-712.56
-321.79
-40.5
0.081
0.181
0.241
0.030
0.353
0.286
13245
251
0.5
0.6D+0.7EQY+.21EQX
357.11
114.96
680.67
647.77
112.35
0.010
0.181
0.485
0.084
0.579
0.000
13251
251
0.5
0.6D+0.7EQY-0.21EQX
357.11
114.96
680.67
647.77
112.35
0.010
0.181
0.485
0.084
0.579
0.000
13257
251
0.5
0.6D-0.7EQY+.21EQX
357.11
114.96
680.67
647.77
112.35
0.010
0.181
0.485
0.084
0.579
0.000
13244
251
0.25
0.6D+0.7EQY+.21EQX
353.05
114.96
680.67
476.91
83.12
0.010
0.181
0.357
0.062
0.429
0.000
13250
251
0.25
0.6D+0.7EQY-0.21EQX
353.05
114.96
680.67
476.91
83.12
0.010
0.181
0.357
0.062
0.429
0.000
13256
251
0.25
0.6D-0.7EQY+.21EQX
353.05
114.96
680.67
476.91
83.12
0.010
0.181
0.357
0.062
0.429
0.000
MODULO 4 DOC: ESS DISEÑO DE ELEMENTOS DE MADERA - NSR-10 TITULO G - ESTRUCTURAS DE MADERADiseño estructural VS: 02 PIL029 ()Barranquilla CARGAS PERMANENTES
CARACTERíSTICAS DE LA MADERA GEOMETRÍA DEL ELEMENTOCalidad de la madera Estructural Selecta (E.S) Tipo de sección CircularElemento portante Principal Diámetro Ø = mmGrupo Estructural (ES) ES4Tipo de madera Madera rolliza Longitud L = mmTipo de elemento Columna L no soportada Lu = mm
G.2 Coeficientes de aplicación general G.3 Coeficientes para elementos a flexión
G.4.6.2.1 — Por duración de la carga (Cp ) G.3.3.2.1 — Coeficiente de forma (CF)Típica carga de diseño: MuertaDuración Carga: Permanente Cd(Fb,Ft,Fc)= G.3.3.2.3
CL (Fb, Ft) = G.3.3.2.2G.4.6.2.4 — Por contenido de humedad (Cm ) CL (Fc) = G.3.3.2.2Contenido de Humedad: 4. FUERZAS Y MOMENTOS RESISTENTES 5. FUERZAS Y MOMENTOS ACTUANTES
G.2.2.3.3 — Por temperatura (Ct ) CF = Cd x CL = Cortante Vr = = Tonf Cortante V = = TonfTemperatura [°C]: T≤37.8°C Aplastamiento Nr = = Tonf Aplastamiento N = = TonfCondiciones de Servicio: Húmedo G.3.3.2.4 — Uso en cara ancha (d) , factor Cfu Flexión Mr = = Tonf-m Flexión M = = Tonf-m
No aplica Cfu (Fb) = Tensión Tr = = Tonf Tensión T = = TonfG.2.2.3.4 — Por incisión (Cin) Compresión Pr = = Tonf Compresión P = = TonfNo aplica Longitud efectiva Columna Le [mm]
G.2.2.3.5 — Por acción conjunta (Cr) Lu = mmNo aplica k = mm Esfuerzo Actuante Esfuerzo Resistente
Le = mmG.2.2.3.7 — Por desviación al grano (CDG)No aplica Condición de apoyos: Cortante V = fv = F'v = fv/F'v =Pendiente al grano (n) Aplastamiento N = fp = F'p = fp/F'p =
Tensión T = ft = F't = ft/F't =G.2.2.3.6 — Por rigidez al pandeo (CT ) Compresión P = fc = F'c = fc/F'c =No aplica Flexión M = fb = F'b = fb/F'b =
G.4.3.4. Relación de esbeltez (λ)Coef. de Estabilidad LateralFc = [MPa] Emin =Fc* = [MPa] E'mín = (G.5.1-1)FCE= C =Cp =
(G.5.1-2)G.3.3.4 — Condiciones de restricción lateral G.4.6 — Madera de sección Circulardonde el coeficiente CL para vigas es igual a 1.0Rolliza CL=1.0 G.4.6.2.2 — Por preservación (Cpv )
Aplica
G.3.5.1.1 — Coeficiente por área de apoyo Cb G.4.6.2.3 — Desbastamiento o alisadura (Ckd )No aplica Aplica
EJECUTÓ: J.O.T.TREVISÓ: A.J.F.E.
septiembre de 2020
86180.95 0.95
3.9318.93
1.4531.8433.61
0.00
-
0.006.96 = 0.00 Cumple
1.00 1.00 0.95 -
----
2.81
----
0.78
--
0.00-
0.00= 0.00 Cumple5.95 5.95
0.00 4.99
0.004.72 +
0.00 5.950.00
6. CHEQUEO DE SOLICITACIONES
0 0.00 4.72 0.000 0.00
-
[MPa] [MPa]
2.81 0.00
0.92
3696
Índice de Sobre Esfuerzo
4.72 0.78
-0.90 0.90
4.99
-
-CDG 1.00 1.00 1.00-
1.00Cr
-
----
- 1.00-
1.001.00
-
1.001.00
1.00
1.00
1.00
1.001.00 1.00
0.900.801.00
1.001.00
0.900.75
1.00
1.00
-0.80
Parámetro
-1.00
-
Cvp 0.90
F'i [MPa]0.760.87
0 0.00
3696
--
CLCpCb
Ckp 0.95
7. DISEÑO DE ELEMENTOS SOLICITADOS POR FLEXIÓN Y CARGA AXIAL
0.00
Solicitaciones Fuerzas [N],
Compresión Cortante12600
-0.80
10.80 3.90
E 0.5
13.60Compresión
Ft
CDCR
-
0.90 0.90
---
-
0.90
-
0.75
-
3. TABLA DE COEFICIENTES DE MODIFICACIÓN Y ESFUERZOS MODIFICADOS
1.20Promedio
E mínMínimo
0.80
1.00 1.00 1.00 1.00 1.00 - -
FvFlexión
4620Tensión
11.50
0.900.70
0.90
Fc ǁ Fp ⱵFb
40000.853400
Impedido de desplazarse en ambos extremos y uno de ellos impedido de rotar
11.50 46206.31
0.92
13.54
16.58 1
N/A
1.00
0.76Fb
Cm1.001.001.00
-0.87
-
CTCFCfu
CtCin
1.002. COEFICIENTES DE MODIFICACIÓN
290
50%
00
Estructuras Sostenibles S.a.s -Cll 42 # 28-20 tel: 3151177 e-mail:[email protected] - Bogotá, Colombia.
CARGAS PERMANENTES
Fi [MPa]
PIL029 ()
1. DESCRIPCIÓN DEL ELEMENTO
120004000
1.00
0.76 0.87
1.00
-0.76
1.00--
5.95
Ft Fc
-0.76
f�
F���f�
F�∗� 1.0
f� � f�
F�∗∗
� 1.0
Co
mp
resi
ón
:33600.0
kg
Flex
ión
M2:
1500.0
kg.m
cmTe
nsi
ón
:31837.0
kg
Flex
ión
M3:
1500.0
kg.m
C
ort
ante
:4367.0
kg
Re:
3.2
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
DIA
MET
RO
:
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
CA
RG
AS
DE
DIS
EÑO
-P
ERM
AN
ENTE
S
SEC
CIÓ
N:
CIR
CU
LAR
29
IND
ICES
551
374
0.25
1D+1L
-8720.78
-0.19
-0.007496
0.01
0.21
0.260
0.000
0.000
0.000
0.260
0.068
377
243
0.25
1D+1L
-8715.66
-0.17
0.0007879
0.00
0.30
0.259
0.000
0.000
0.000
0.260
0.067
468
292
0.5
1D+1L
-8714.96
-0.17
-0.005618
0.01
0.34
0.259
0.000
0.000
0.000
0.260
0.068
472
293
01D+1L
-8714.96
-0.08
-0.005675
0.01
0.34
0.259
0.000
0.000
0.000
0.260
0.068
293
195
0.25
1D+1L
-8710.07
-0.08
0.13
-0.19
0.36
0.259
0.000
0.000
0.000
0.260
0.068
665
593
0.25
1D+1L
-8705.46
0.09
-0.1
0.26
0.36
0.259
0.000
0.000
0.000
0.260
0.068
552
374
0.5
1D+1L
-8710.58
-0.19
-0.007496
0.01
0.26
0.259
0.000
0.000
0.000
0.259
0.067
556
375
01D+1L
-8710.58
-0.17
-0.009401
0.01
0.26
0.259
0.000
0.000
0.000
0.259
0.067
378
243
0.5
1D+1L
-8705.46
-0.17
0.0007879
0.00
0.34
0.259
0.000
0.000
0.000
0.259
0.067
382
244
01D+1L
-8705.46
-0.08
0.000796
0.00
0.34
0.259
0.000
0.000
0.000
0.259
0.067
473
293
0.25
1D+1L
-8704.76
-0.08
-0.005675
0.01
0.36
0.259
0.000
0.000
0.000
0.259
0.067
294
195
0.5
1D+1L
-8699.87
-0.08
0.13
-0.22
0.38
0.259
0.000
0.000
0.000
0.259
0.067
304
203
01D+1L
-8699.87
0.09
0.095
-0.22
0.38
0.259
0.000
0.000
0.000
0.259
0.067
557
375
0.25
1D+1L
-8700.39
-0.17
-0.009401
0.01
0.30
0.259
0.000
0.000
0.000
0.259
0.067
666
593
0.5
1D+1L
-8695.26
0.09
-0.1
0.29
0.33
0.259
0.000
0.000
0.000
0.259
0.067
670
594
01D+1L
-8695.26
0.29
-0.037
0.29
0.33
0.259
0.000
0.000
0.000
0.259
0.067
383
244
0.25
1D+1L
-8695.27
-0.08
0.000796
0.00
0.36
0.259
0.000
0.000
0.000
0.259
0.067
474
293
0.5
1D+1L
-8694.56
-0.08
-0.005675
0.01
0.38
0.259
0.000
0.000
0.000
0.259
0.067
484
301
01D+1L
-8694.56
0.09
-0.004274
0.01
0.38
0.259
0.000
0.000
0.000
0.259
0.067
305
203
0.25
1D+1L
-8689.68
0.09
0.095
-0.24
0.36
0.259
0.000
0.000
0.000
0.259
0.067
558
375
0.5
1D+1L
-8690.19
-0.17
-0.009401
0.01
0.34
0.259
0.000
0.000
0.000
0.259
0.067
562
376
01D+1L
-8690.19
-0.08
-0.009497
0.01
0.34
0.259
0.000
0.000
0.000
0.259
0.067
671
594
0.25
1D+1L
-8685.06
0.29
-0.037
0.30
0.26
0.258
0.000
0.000
0.000
0.259
0.067
384
244
0.5
1D+1L
-8685.07
-0.08
0.000796
0.00
0.38
0.258
0.000
0.000
0.000
0.259
0.067
394
252
01D+1L
-8685.07
0.09
0.0005994
0.00
0.38
0.258
0.000
0.000
0.000
0.259
0.067
485
301
0.25
1D+1L
-8684.37
0.09
-0.004274
0.01
0.36
0.258
0.000
0.000
0.000
0.259
0.067
306
203
0.5
1D+1L
-8679.48
0.09
0.095
-0.27
0.34
0.258
0.000
0.000
0.000
0.259
0.067
310
204
01D+1L
-8679.48
0.30
0.03427
-0.27
0.34
0.258
0.000
0.000
0.000
0.259
0.067
563
376
0.25
1D+1L
-8679.99
-0.08
-0.009497
0.01
0.36
0.258
0.000
0.000
0.000
0.259
0.067
672
594
0.5
1D+1L
-8674.87
0.29
-0.037
0.31
0.19
0.258
0.000
0.000
0.000
0.259
0.067
676
595
01D+1L
-8674.87
0.47
0.03455
0.31
0.19
0.258
0.000
0.000
0.000
0.259
0.067
395
252
0.25
1D+1L
-8674.87
0.09
0.0005994
0.00
0.36
0.258
0.000
0.000
0.000
0.258
0.067
486
301
0.5
1D+1L
-8674.17
0.09
-0.004274
0.01
0.33
0.258
0.000
0.000
0.000
0.258
0.067
490
302
01D+1L
-8674.17
0.29
-0.001542
0.01
0.33
0.258
0.000
0.000
0.000
0.258
0.067
184
143
01D+1L
-8676.28
-0.15
-0.14
0.03
0.08
0.258
0.000
0.000
0.000
0.258
0.067
724
664
01D+1L
-8676
-0.15
0.13
-0.03
0.08
0.258
0.000
0.000
0.000
0.258
0.067
311
204
0.25
1D+1L
-8669.28
0.30
0.03427
-0.28
0.26
0.258
0.000
0.000
0.000
0.258
0.067
564
376
0.5
1D+1L
-8669.79
-0.08
-0.009497
0.02
0.38
0.258
0.000
0.000
0.000
0.258
0.067
574
416
01D+1L
-8669.79
0.09
-0.007152
0.02
0.38
0.258
0.000
0.000
0.000
0.258
0.067
677
595
0.25
1D+1L
-8664.67
0.47
0.03455
0.30
0.07
0.258
0.000
0.000
0.000
0.258
0.067
396
252
0.5
1D+1L
-8664.68
0.09
0.0005994
0.00
0.33
0.258
0.000
0.000
0.000
0.258
0.067
400
253
01D+1L
-8664.68
0.29
0.0002163
0.00
0.33
0.258
0.000
0.000
0.000
0.258
0.067
185
143
0.25
1D+1L
-8666.08
-0.15
-0.14
0.06
0.12
0.258
0.000
0.000
0.000
0.258
0.067
725
664
0.25
1D+1L
-8665.8
-0.15
0.13
-0.06
0.12
0.258
0.000
0.000
0.000
0.258
0.067
491
302
0.25
1D+1L
-8663.97
0.29
-0.001542
0.01
0.26
0.258
0.000
0.000
0.000
0.258
0.067
312
204
0.5
1D+1L
-8659.09
0.30
0.03427
-0.28
0.19
0.258
0.000
0.000
0.000
0.258
0.067
316
205
01D+1L
-8659.09
0.48
-0.032
-0.28
0.19
0.258
0.000
0.000
0.000
0.258
0.067
575
416
0.25
1D+1L
-8659.6
0.09
-0.007152
0.02
0.36
0.258
0.000
0.000
0.000
0.258
0.067
Co
mp
resi
ón
:33600.0
kg
Flex
ión
M2:
1500.0
kg.m
cmTe
nsi
ón
:31837.0
kg
Flex
ión
M3:
1500.0
kg.m
C
ort
ante
:4367.0
kg
Re:
3.2
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
DIA
MET
RO
:
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
CA
RG
AS
DE
DIS
EÑO
-P
ERM
AN
ENTE
S
SEC
CIÓ
N:
CIR
CU
LAR
29
IND
ICES
504
304
0.5
1D+1L
-8612.99
0.52
0.002248
0.01
-0.31
0.256
0.000
0.000
0.000
0.257
0.066
508
305
01D+1L
-8612.99
0.54
0.002892
0.01
-0.31
0.256
0.000
0.000
0.000
0.257
0.066
203
146
0.25
1D+1L
-8604.9
-0.08
-0.28
0.42
0.36
0.256
0.000
0.000
0.000
0.257
0.066
413
255
0.25
1D+1L
-8613.69
0.51
-0.0003153
0.00
-0.18
0.256
0.000
0.000
0.000
0.256
0.066
743
667
0.25
1D+1L
-8604.62
-0.08
0.26
-0.39
0.36
0.256
0.000
0.000
0.000
0.257
0.066
330
207
0.5
1D+1L
-8597.91
0.55
-0.06428
-0.21
-0.59
0.256
0.000
0.000
0.000
0.256
0.066
588
418
0.5
1D+1L
-8608.61
0.48
0.002409
0.02
-0.05
0.256
0.000
0.000
0.000
0.256
0.066
592
419
01D+1L
-8608.61
0.52
0.003762
0.02
-0.05
0.256
0.000
0.000
0.000
0.256
0.066
509
305
0.25
1D+1L
-8602.79
0.54
0.002892
0.01
-0.44
0.256
0.000
0.000
0.000
0.256
0.066
414
255
0.5
1D+1L
-8603.5
0.51
-0.0003153
0.00
-0.31
0.256
0.000
0.000
0.000
0.256
0.066
418
256
01D+1L
-8603.5
0.54
-0.0004056
0.00
-0.31
0.256
0.000
0.000
0.000
0.256
0.066
204
146
0.5
1D+1L
-8594.71
-0.08
-0.28
0.49
0.38
0.256
0.000
0.000
0.000
0.256
0.066
214
154
01D+1L
-8594.71
0.09
-0.21
0.49
0.38
0.256
0.000
0.000
0.000
0.256
0.066
744
667
0.5
1D+1L
-8594.42
-0.08
0.26
-0.46
0.38
0.256
0.000
0.000
0.000
0.256
0.066
754
675
01D+1L
-8594.42
0.09
0.2
-0.46
0.38
0.256
0.000
0.000
0.000
0.256
0.066
593
419
0.25
1D+1L
-8598.42
0.52
0.003762
0.02
-0.18
0.256
0.000
0.000
0.000
0.256
0.066
510
305
0.5
1D+1L
-8592.6
0.54
0.002892
0.01
-0.58
0.256
0.000
0.000
0.000
0.256
0.066
419
256
0.25
1D+1L
-8593.3
0.54
-0.0004056
0.00
-0.44
0.256
0.000
0.000
0.000
0.256
0.066
215
154
0.25
1D+1L
-8584.51
0.09
-0.21
0.54
0.35
0.255
0.000
0.000
0.000
0.256
0.066
755
675
0.25
1D+1L
-8584.23
0.09
0.2
-0.51
0.35
0.255
0.000
0.000
0.000
0.256
0.066
594
419
0.5
1D+1L
-8588.22
0.52
0.003762
0.02
-0.31
0.256
0.000
0.000
0.000
0.256
0.066
598
420
01D+1L
-8588.22
0.55
0.004839
0.02
-0.31
0.256
0.000
0.000
0.000
0.256
0.066
420
256
0.5
1D+1L
-8583.1
0.54
-0.0004056
0.00
-0.58
0.255
0.000
0.000
0.000
0.256
0.066
216
154
0.5
1D+1L
-8574.31
0.09
-0.21
0.59
0.33
0.255
0.000
0.000
0.000
0.256
0.066
220
155
01D+1L
-8574.31
0.29
-0.0761
0.59
0.33
0.255
0.000
0.000
0.000
0.256
0.066
756
675
0.5
1D+1L
-8574.03
0.09
0.2
-0.56
0.33
0.255
0.000
0.000
0.000
0.256
0.066
760
676
01D+1L
-8574.03
0.29
0.07174
-0.56
0.33
0.255
0.000
0.000
0.000
0.256
0.066
599
420
0.25
1D+1L
-8578.02
0.55
0.004839
0.02
-0.45
0.255
0.000
0.000
0.000
0.256
0.066
221
155
0.25
1D+1L
-8564.12
0.29
-0.0761
0.61
0.26
0.255
0.000
0.000
0.000
0.255
0.066
600
420
0.5
1D+1L
-8567.83
0.55
0.004839
0.02
-0.59
0.255
0.000
0.000
0.000
0.255
0.065
761
676
0.25
1D+1L
-8563.83
0.29
0.07174
-0.58
0.26
0.255
0.000
0.000
0.000
0.255
0.066
222
155
0.5
1D+1L
-8553.92
0.29
-0.0761
0.63
0.19
0.255
0.000
0.000
0.000
0.255
0.065
226
156
01D+1L
-8553.92
0.47
0.07104
0.63
0.19
0.255
0.000
0.000
0.000
0.255
0.065
762
676
0.5
1D+1L
-8553.64
0.29
0.07174
-0.59
0.19
0.255
0.000
0.000
0.000
0.255
0.065
766
677
01D+1L
-8553.64
0.47
-0.06697
-0.59
0.19
0.255
0.000
0.000
0.000
0.255
0.065
227
156
0.25
1D+1L
-8543.72
0.47
0.07104
0.61
0.07
0.254
0.000
0.000
0.000
0.255
0.065
767
677
0.25
1D+1L
-8543.44
0.47
-0.06697
-0.58
0.07
0.254
0.000
0.000
0.000
0.255
0.065
228
156
0.5
1D+1L
-8533.53
0.47
0.07104
0.59
-0.05
0.254
0.000
0.000
0.000
0.254
0.065
232
157
01D+1L
-8533.53
0.51
0.11
0.59
-0.05
0.254
0.000
0.000
0.000
0.254
0.065
768
677
0.5
1D+1L
-8533.24
0.47
-0.06697
-0.56
-0.05
0.254
0.000
0.000
0.000
0.254
0.065
772
678
01D+1L
-8533.24
0.51
-0.1
-0.56
-0.05
0.254
0.000
0.000
0.000
0.254
0.065
233
157
0.25
1D+1L
-8523.33
0.51
0.11
0.57
-0.18
0.254
0.000
0.000
0.000
0.254
0.065
773
678
0.25
1D+1L
-8523.05
0.51
-0.1
-0.53
-0.18
0.254
0.000
0.000
0.000
0.254
0.065
234
157
0.5
1D+1L
-8513.13
0.51
0.11
0.54
-0.31
0.253
0.000
0.000
0.000
0.254
0.065
238
158
01D+1L
-8513.13
0.54
0.14
0.54
-0.31
0.253
0.000
0.000
0.000
0.254
0.065
774
678
0.5
1D+1L
-8512.85
0.51
-0.1
-0.51
-0.31
0.253
0.000
0.000
0.000
0.254
0.065
778
679
01D+1L
-8512.85
0.54
-0.13
-0.51
-0.31
0.253
0.000
0.000
0.000
0.254
0.065
118
94
01D+1L
-8476.03
-0.23
-0.99
-2.47
-0.59
0.252
0.000
0.002
0.000
0.254
0.066
MODULO 4 DOC: ESS DISEÑO DE ELEMENTOS DE MADERA - NSR-10 TITULO G - ESTRUCTURAS DE MADERADiseño estructural VS: 02 PIL029 ()Barranquilla SISMO Y VIENTO
CARACTERíSTICAS DE LA MADERA GEOMETRÍA DEL ELEMENTOCalidad de la madera Estructural Selecta (E.S) Tipo de sección CircularElemento portante Principal Diámetro Ø = mmGrupo Estructural (ES) ES4Tipo de madera Madera rolliza Longitud L = mmTipo de elemento Columna L no soportada Lu = mm
G.2 Coeficientes de aplicación general G.3 Coeficientes para elementos a flexión
G.4.6.2.1 — Por duración de la carga (Cp ) G.3.3.2.1 — Coeficiente de forma (CF)Típica carga de diseño: Viento y SismoDuración Carga: Diez minutos Cd(Fb,Ft,Fc)= G.3.3.2.3
CL (Fb, Ft) = G.3.3.2.2G.4.6.2.4 — Por contenido de humedad (Cm ) CL (Fc) = G.3.3.2.2Contenido de Humedad: 4. FUERZAS Y MOMENTOS RESISTENTES 5. FUERZAS Y MOMENTOS ACTUANTES
G.2.2.3.3 — Por temperatura (Ct ) CF = Cd x CL = Cortante Vr = = Tonf Cortante V = = TonfTemperatura [°C]: T≤37.8°C Aplastamiento Nr = = Tonf Aplastamiento N = = TonfCondiciones de Servicio: Húmedo G.3.3.2.4 — Uso en cara ancha (d) , factor Cfu Flexión Mr = = Tonf-m Flexión M = = Tonf-m
No aplica Cfu (Fb) = Tensión Tr = = Tonf Tensión T = = TonfG.2.2.3.4 — Por incisión (Cin) Compresión Pr = = Tonf Compresión P = = TonfNo aplica Longitud efectiva Columna Le [mm]
G.2.2.3.5 — Por acción conjunta (Cr) Lu = mmNo aplica k = mm Esfuerzo Actuante Esfuerzo Resistente
Le = mmG.2.2.3.7 — Por desviación al grano (CDG)No aplica Condición de apoyos: Cortante V = fv = F'v = fv/F'v =Pendiente al grano (n) Aplastamiento N = fp = F'p = fp/F'p =
Tensión T = ft = F't = ft/F't =G.2.2.3.6 — Por rigidez al pandeo (CT ) Compresión P = fc = F'c = fc/F'c =No aplica Flexión M = fb = F'b = fb/F'b =
G.4.3.4. Relación de esbeltez (λ)Coef. de Estabilidad LateralFc = [MPa] Emin =Fc* = [MPa] E'mín = (G.5.1-1)FCE= C =Cp =
(G.5.1-2)G.3.3.4 — Condiciones de restricción lateral G.4.6 — Madera de sección Circulardonde el coeficiente CL para vigas es igual a 1.0Rolliza CL=1.0 G.4.6.2.2 — Por preservación (Cpv )
Aplica
G.3.5.1.1 — Coeficiente por área de apoyo Cb G.4.6.2.3 — Desbastamiento o alisadura (Ckd )No aplica Aplica
EJECUTÓ: J.O.T.TREVISÓ: A.J.F.E.
septiembre de 2020
86180.95 0.95
6.9918.93
2.5856.6054.05
0.00
-
0.0012.37 = 0.00 Cumple
1.00 1.00 0.95 -
----
2.81
----
1.38
--
0.00-
0.00= 0.00 Cumple10.57 10.57
0.00 8.02
0.008.40 +
0.00 10.570.00
6. CHEQUEO DE SOLICITACIONES
0 0.00 8.40 0.000 0.00
-
[MPa] [MPa]
2.81 0.00
0.84
3696
Índice de Sobre Esfuerzo
8.40 1.38
-0.90 0.90
8.02
-
-CDG 1.00 1.00 1.00-
1.00Cr
-
----
- 1.00-
1.001.00
-
1.001.00
1.00
1.00
1.00
1.001.00 1.00
1.600.801.00
1.001.00
1.600.75
1.00
1.00
-0.80
Parámetro
-1.00
-
Cvp 0.90
F'i [MPa]0.760.87
0 0.00
3696
--
CLCpCb
Ckp 0.95
7. DISEÑO DE ELEMENTOS SOLICITADOS POR FLEXIÓN Y CARGA AXIAL
0.00
Solicitaciones Fuerzas [N],
Compresión Cortante12600
-0.80
10.80 3.90
E 0.5
13.60Compresión
Ft
CDCR
-
0.90 0.90
---
-
0.90
-
0.75
-
3. TABLA DE COEFICIENTES DE MODIFICACIÓN Y ESFUERZOS MODIFICADOS
1.20Promedio
E mínMínimo
0.80
1.00 1.00 1.00 1.00 1.00 - -
FvFlexión
4620Tensión
11.50
1.600.70
1.60
Fc ǁ Fp ⱵFb
40000.853400
Impedido de desplazarse en ambos extremos y uno de ellos impedido de rotar
11.50 462011.21
0.84
13.54
16.58 1
N/A
1.00
0.76Fb
Cm1.001.001.00
-0.87
-
CTCFCfu
CtCin
1.002. COEFICIENTES DE MODIFICACIÓN
290
50%
00
Estructuras Sostenibles S.a.s -Cll 42 # 28-20 tel: 3151177 e-mail:[email protected] - Bogotá, Colombia.
SISMO Y VIENTO
Fi [MPa]
PIL029 ()
1. DESCRIPCIÓN DEL ELEMENTO
120004000
1.00
0.76 0.87
1.00
-0.76
1.00--
10.57
Ft Fc
-0.76
f�
F���f�
F�∗� 1.0
f� � f�
F�∗∗
� 1.0
Co
mp
resi
ón
:54049.0
kg
Flex
ión
M2:
2583.0
kg.m
cmTe
nsi
ón
:56600.0
kg
Flex
ión
M3:
2583.0
kg.m
C
ort
ante
:6980.0
kg
Re:
3.2
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:29
10122
420
0.5
D-0.7EQX+0.21EQY
-1759.14
-647.2
-29.57
-89.8
-700.33
0.033
0.097
0.035
0.271
0.338
0.310
14081
749
0.25
D+0.75L+0.75W
-7344.43
-82.76
-1.18
1.76
382.88
0.136
0.012
0.001
0.148
0.285
0.173
2451
105
0.5
0.6D+W
-1136.89
776.65
-0.08634
-0.28
-832.90
0.021
0.111
0.000
0.322
0.344
0.325
14691
761
0.5
0.6D+W
-1126.07
777.13
0.08165
0.27
-833.46
0.021
0.111
0.000
0.323
0.344
0.325
10107
420
0.5
D+0.7EQX+0.21EQY
-1718.13
647.31
29.56
89.76
700.22
0.032
0.097
0.035
0.271
0.338
0.309
10113
420
0.5
D+0.7EQX-0.21EQY
-1718.13
647.31
29.56
89.76
700.22
0.032
0.097
0.035
0.271
0.338
0.309
10119
420
0.5
D-0.7EQX+0.21EQY
-1718.13
647.31
29.56
89.76
700.22
0.032
0.097
0.035
0.271
0.338
0.309
8125
295
00.6D+0.7EQX+.21EQY
-755.59
307.96
35.9
89.74
769.91
0.014
0.049
0.035
0.298
0.347
0.334
8131
295
00.6D+0.7EQX-.21EQY
-755.59
307.96
35.9
89.74
769.91
0.014
0.049
0.035
0.298
0.347
0.334
8137
295
00.6D-0.7EQX+.21EQY
-755.59
307.96
35.9
89.74
769.91
0.014
0.049
0.035
0.298
0.347
0.334
11119
587
00.6D+W
-802.08
-342.37
0.006034
0.01508
-855.94
0.015
0.049
0.000
0.331
0.346
0.333
4999
197
00.6D+W
-801.01
-342.39
-0.0124
-0.03
-855.96
0.015
0.049
0.000
0.331
0.346
0.333
8059
295
00.6D+W
-799.83
-342.4
-0.003726
-0.009316
-856.01
0.015
0.049
0.000
0.331
0.346
0.333
6529
246
00.6D+W
-798.77
-342.41
-0.002472
-0.006179
-856.03
0.015
0.049
0.000
0.331
0.346
0.333
9589
410
00.6D+W
-797.74
-342.4
-0.004113
-0.01028
-856
0.015
0.049
0.000
0.331
0.346
0.333
2045
101
0.25
D+0.75L+0.75W
-7338.49
94.04
0.89
-2.27
379.83
0.136
0.014
0.001
0.147
0.284
0.172
14285
757
0.25
D+0.75L+0.75W
-7322.96
94.11
-0.89
2.28
380.04
0.135
0.013
0.001
0.147
0.284
0.172
3469
148
00.6D+W
-789.2
-341.65
0.02247
0.06
-854.12
0.015
0.049
0.000
0.331
0.345
0.332
12649
669
00.6D+W
-789.33
-341.61
-0.02907
-0.07267
-854.03
0.015
0.049
0.000
0.331
0.345
0.332
7107
256
0.5
0.6D+0.7EQX+.21EQY
-932.19
693.46
29.55
89.72
750.22
0.017
0.104
0.035
0.290
0.342
0.327
7113
256
0.5
0.6D+0.7EQX-.21EQY
-932.19
693.46
29.55
89.72
750.22
0.017
0.104
0.035
0.290
0.342
0.327
7119
256
0.5
0.6D-0.7EQX+.21EQY
-932.19
693.46
29.55
89.72
750.22
0.017
0.104
0.035
0.290
0.342
0.327
11021
585
0.25
D+0.75L+0.75W
-7063.99
-84.99
-0.11
0.16
393.19
0.131
0.012
0.000
0.152
0.283
0.175
4901
195
0.25
D+0.75L+0.75W
-7046.85
-85.00
0.1
-0.15
393.21
0.130
0.012
0.000
0.152
0.283
0.175
7961
293
0.25
D+0.75L+0.75W
-7046.96
-85
-0.001721
0.002561
393.22
0.130
0.012
0.000
0.152
0.283
0.175
10145
420
0.25
D+0.75L+0.525EQX
-6905.84
-483.52
-0.03397
-0.09676
-402.94
0.128
0.069
0.000
0.156
0.284
0.178
10151
420
0.25
D+0.75L-0.525EQX
-6905.84
-483.52
-0.03397
-0.09676
-402.94
0.128
0.069
0.000
0.156
0.284
0.178
6431
244
0.25
D+0.75L+0.75W
-7039.28
-85.01
0.002346
-0.003491
393.24
0.130
0.012
0.000
0.152
0.282
0.175
9491
376
0.25
D+0.75L+0.75W
-7022.55
-85
-0.004468
0.006649
393.23
0.130
0.012
0.000
0.152
0.282
0.175
16224
843
0.5
D+0.75L+0.75W
-5457.69
465.11
-2.27
-7.44
-499.02
0.101
0.066
0.003
0.193
0.297
0.212
3514
148
0D+0.75L+0.525EQX
-6394.81
-175.26
0.11
0.28
-438.16
0.118
0.025
0.000
0.170
0.288
0.189
3520
148
0D+0.75L-0.525EQX
-6394.81
-175.26
0.11
0.28
-438.16
0.118
0.025
0.000
0.170
0.288
0.189
11225
593
0.25
D+0.75L+0.75W
-7042.53
96.65
-0.07995
0.2
390.27
0.130
0.014
0.000
0.151
0.281
0.174
10142
420
0.25
D+0.75L+0.525EQX
-6876.09
484.37
0.0384
0.11
402.24
0.127
0.069
0.000
0.156
0.283
0.177
10148
420
0.25
D+0.75L-0.525EQX
-6876.09
484.37
0.0384
0.11
402.24
0.127
0.069
0.000
0.156
0.283
0.177
6598
246
00.6D+0.7EQX+.21EQY
-833.69
-300.11
-35.89
-89.73
-750.29
0.015
0.048
0.035
0.290
0.341
0.327
6604
246
00.6D+0.7EQX-.21EQY
-833.69
-300.11
-35.89
-89.73
-750.29
0.015
0.048
0.035
0.290
0.341
0.327
6610
246
00.6D-0.7EQX+.21EQY
-833.69
-300.11
-35.89
-89.73
-750.29
0.015
0.048
0.035
0.290
0.341
0.327
5105
203
0.25
D+0.75L+0.75W
-7025.38
96.65
0.07747
-0.20
390.30
0.130
0.014
0.000
0.151
0.281
0.173
8165
301
0.25
D+0.75L+0.75W
-7025.49
96.65
-0.001296
0.003316
390.31
0.130
0.014
0.000
0.151
0.281
0.173
412
23
0D+0.75L+0.75W
-5413.89
-199.63
2.99
7.47
-499.07
0.100
0.028
0.003
0.193
0.296
0.212
6635
252
0.25
D+0.75L+0.75W
-7017.81
96.66
0.001767
-0.00452
390.33
0.130
0.014
0.000
0.151
0.281
0.173
3511
148
0D+0.75L+0.525EQX
-6359.29
174.91
0.19
0.47
437.26
0.118
0.025
0.000
0.169
0.287
0.189
3517
148
0D+0.75L-0.525EQX
-6359.29
174.91
0.19
0.47
437.26
0.118
0.025
0.000
0.169
0.287
0.189
13206
679
0.5
D+0.75L+0.525EQX
-6835.08
-370.64
-0.15
-0.46
-401.89
0.126
0.053
0.000
0.156
0.282
0.177
13212
679
0.5
D+0.75L-0.525EQX
-6835.08
-370.64
-0.15
-0.46
-401.89
0.126
0.053
0.000
0.156
0.282
0.177
9695
416
0.25
D+0.75L+0.75W
-7001.09
96.65
-0.003364
0.008607
390.31
0.130
0.014
0.000
0.151
0.281
0.173
1740
91
0.5
D+0.75L+0.75W
-7370.69
-179.22
1.17
-1.46
361.98
0.136
0.026
0.001
0.140
0.277
0.165
Co
mp
resi
ón
:54049.0
kg
Flex
ión
M2:
2583.0
kg.m
cmTe
nsi
ón
:56600.0
kg
Flex
ión
M3:
2583.0
kg.m
C
ort
ante
:6980.0
kg
Re:
3.2
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:29
1840
92
0D+0.75L+0.75W
-7370.69
-82.73
1.18
-1.46
361.98
0.136
0.012
0.001
0.140
0.277
0.165
3371
146
0.25
D+0.75L+0.75W
-6966.37
-84.81
-0.22
0.33
392.35
0.129
0.012
0.000
0.152
0.281
0.174
12551
667
0.25
D+0.75L+0.75W
-6966.15
-84.81
0.22
-0.32
392.32
0.129
0.012
0.000
0.152
0.281
0.174
13980
748
0.5
D+0.75L+0.75W
-7355.16
-179.32
-1.17
1.47
362.19
0.136
0.026
0.001
0.140
0.277
0.165
14080
749
0D+0.75L+0.75W
-7355.16
-82.76
-1.18
1.47
362.19
0.136
0.012
0.001
0.140
0.277
0.165
13203
679
0.5
D+0.75L+0.525EQX
-6812.53
371.48
-0.07455
-0.27
400.99
0.126
0.053
0.000
0.155
0.281
0.177
13209
679
0.5
D+0.75L-0.525EQX
-6812.53
371.48
-0.07455
-0.27
400.99
0.126
0.053
0.000
0.155
0.281
0.177
6595
246
00.6D+0.7EQX+.21EQY
-755.33
300.09
35.89
89.72
750.22
0.014
0.048
0.035
0.290
0.339
0.327
6601
246
00.6D+0.7EQX-.21EQY
-755.33
300.09
35.89
89.72
750.22
0.014
0.048
0.035
0.290
0.339
0.327
6607
246
00.6D-0.7EQX+.21EQY
-755.33
300.09
35.89
89.72
750.22
0.014
0.048
0.035
0.290
0.339
0.327
14179
751
00.6D+W
-835.65
-333.39
0.11
0.27
-833.46
0.015
0.048
0.000
0.323
0.338
0.324
1939
94
00.6D+W
-837.34
-333.16
-0.11
-0.28
-832.90
0.015
0.048
0.000
0.322
0.338
0.324
3575
154
0.25
D+0.75L+0.75W
-6944.9
96.44
-0.17
0.43
389.44
0.128
0.014
0.000
0.151
0.279
0.173
12755
675
0.25
D+0.75L+0.75W
-6944.68
96.43
0.16
-0.42
389.41
0.128
0.014
0.000
0.151
0.279
0.173
2046
101
0.5
D+0.75L+0.75W
-7327.75
94.04
0.89
-2.49
356.32
0.136
0.014
0.001
0.138
0.274
0.162
2146
102
0D+0.75L+0.75W
-7327.75
316.97
0.32
-2.49
356.32
0.136
0.045
0.001
0.138
0.274
0.162
14286
757
0.5
D+0.75L+0.75W
-7312.23
94.11
-0.89
2.51
356.51
0.135
0.013
0.001
0.138
0.274
0.162
14386
758
0D+0.75L+0.75W
-7312.23
317.17
-0.32
2.51
356.51
0.135
0.045
0.001
0.138
0.274
0.162
9598
410
0D+0.7EQX+0.21EQY
-1350.85
-280.13
-35.92
-89.8
-700.33
0.025
0.045
0.035
0.271
0.331
0.309
9604
410
0D+0.7EQX-0.21EQY
-1350.85
-280.13
-35.92
-89.8
-700.33
0.025
0.045
0.035
0.271
0.331
0.309
9610
410
0D-0.7EQX+0.21EQY
-1350.85
-280.13
-35.92
-89.8
-700.33
0.025
0.045
0.035
0.271
0.331
0.309
10920
584
0.5
D+0.75L+0.75W
-7074.73
-184.14
-0.11
0.13
371.94
0.131
0.026
0.000
0.144
0.275
0.166
11020
585
0D+0.75L+0.75W
-7074.73
-84.99
-0.11
0.13
371.94
0.131
0.012
0.000
0.144
0.275
0.166
2496
105
0.5
D+0.75L+0.525EQX
-7228.8
-330.51
-0.64
-2.07
-358.57
0.134
0.047
0.001
0.139
0.273
0.163
2502
105
0.5
D+0.75L-0.525EQX
-7228.8
-330.51
-0.64
-2.07
-358.57
0.134
0.047
0.001
0.139
0.273
0.163
5555
207
0.25
D+0.75L+0.525EQX
-6929.37
-457.83
-0.08838
-0.29
-381.56
0.128
0.066
0.000
0.148
0.276
0.169
5561
207
0.25
D+0.75L-0.525EQX
-6929.37
-457.83
-0.08838
-0.29
-381.56
0.128
0.066
0.000
0.148
0.276
0.169
9595
410
0D+0.7EQX+0.21EQY
-1294.08
280.09
35.9
89.76
700.22
0.024
0.045
0.035
0.271
0.330
0.308
9601
410
0D+0.7EQX-0.21EQY
-1294.08
280.09
35.9
89.76
700.22
0.024
0.045
0.035
0.271
0.330
0.308
9607
410
0D-0.7EQX+0.21EQY
-1294.08
280.09
35.9
89.76
700.22
0.024
0.045
0.035
0.271
0.330
0.308
4800
194
0.5
D+0.75L+0.75W
-7057.58
-184.16
0.1
-0.13
371.96
0.131
0.026
0.000
0.144
0.275
0.166
4900
195
0D+0.75L+0.75W
-7057.58
-85.00
0.1
-0.13
371.96
0.131
0.012
0.000
0.144
0.275
0.166
7860
292
0.5
D+0.75L+0.75W
-7057.69
-184.16
-0.001704
0.002131
371.97
0.131
0.026
0.000
0.144
0.275
0.166
7960
293
0D+0.75L+0.75W
-7057.69
-85
-0.001721
0.002131
371.97
0.131
0.012
0.000
0.144
0.275
0.166
8004
293
0.5
D+0.75L+0.525EQX
-7028.33
-75.16
-0.06362
-0.11
-373.64
0.130
0.011
0.000
0.145
0.275
0.167
8010
293
0.5
D+0.75L-0.525EQX
-7028.33
-75.16
-0.06362
-0.11
-373.64
0.130
0.011
0.000
0.145
0.275
0.167
8206
301
0D+0.75L+0.525EQX
-7028.33
-89.35
-0.0458
-0.11
-373.64
0.130
0.013
0.000
0.145
0.275
0.167
8212
301
0D+0.75L-0.525EQX
-7028.33
-89.35
-0.0458
-0.11
-373.64
0.130
0.013
0.000
0.145
0.275
0.167
6330
243
0.5
D+0.75L+0.75W
-7050.01
-184.17
0.002322
0.00
371.99
0.130
0.026
0.000
0.144
0.274
0.166
6430
244
0D+0.75L+0.75W
-7050.01
-85.01
0.002346
-0.002905
371.99
0.130
0.012
0.000
0.144
0.274
0.166
2493
105
0.5
D+0.75L+0.525EQX
-7208.19
331.36
-0.57
-1.88
357.66
0.133
0.047
0.001
0.138
0.273
0.162
2499
105
0.5
D+0.75L-0.525EQX
-7208.19
331.36
-0.57
-1.88
357.66
0.133
0.047
0.001
0.138
0.273
0.162
9390
375
0.5
D+0.75L+0.75W
-7033.29
-184.16
-0.004422
0.005532
371.98
0.130
0.026
0.000
0.144
0.274
0.166
9490
376
0D+0.75L+0.75W
-7033.29
-85
-0.004468
0.005532
371.98
0.130
0.012
0.000
0.144
0.274
0.166
15712
833
0D+0.75L+0.75W
-5175.4
-199.61
-2.98
-7.44
-499.02
0.096
0.029
0.003
0.193
0.292
0.210
8001
293
0.5
D+0.75L+0.525EQX
-6995.62
75.04
0.05998
0.11
374.22
0.129
0.011
0.000
0.145
0.274
0.167
8007
293
0.5
D+0.75L-0.525EQX
-6995.62
75.04
0.05998
0.11
374.22
0.129
0.011
0.000
0.145
0.274
0.167
8203
301
0D+0.75L+0.525EQX
-6995.62
89.48
0.04307
0.11
374.22
0.129
0.013
0.000
0.145
0.274
0.167
Co
mp
resi
ón
:54049.0
kg
Flex
ión
M2:
2583.0
kg.m
cmTe
nsi
ón
:56600.0
kg
Flex
ión
M3:
2583.0
kg.m
C
ort
ante
:6980.0
kg
Re:
3.2
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:29
8209
301
0D+0.75L-0.525EQX
-6995.62
89.48
0.04307
0.11
374.22
0.129
0.013
0.000
0.145
0.274
0.167
5520
207
0.5
D+0.7EQX+0.21EQY
-1765.05
-613.04
-29.56
-89.75
-663.36
0.033
0.092
0.035
0.257
0.324
0.295
5526
207
0.5
D+0.7EQX-0.21EQY
-1765.05
-613.04
-29.56
-89.75
-663.36
0.033
0.092
0.035
0.257
0.324
0.295
5532
207
0.5
D-0.7EQX+0.21EQY
-1765.05
-613.04
-29.56
-89.75
-663.36
0.033
0.092
0.035
0.257
0.324
0.295
5552
207
0.25
D+0.75L+0.525EQX
-6901.19
458.68
-0.01608
-0.08
380.87
0.128
0.066
0.000
0.147
0.275
0.169
5558
207
0.25
D+0.75L-0.525EQX
-6901.19
458.68
-0.01608
-0.08
380.87
0.128
0.066
0.000
0.147
0.275
0.169
5517
207
0.5
D+0.7EQX+0.21EQY
-1725.74
613.15
29.53
89.65
663.25
0.032
0.092
0.035
0.257
0.323
0.295
5523
207
0.5
D+0.7EQX-0.21EQY
-1725.74
613.15
29.53
89.65
663.25
0.032
0.092
0.035
0.257
0.323
0.295
5529
207
0.5
D-0.7EQX+0.21EQY
-1725.74
613.15
29.53
89.65
663.25
0.032
0.092
0.035
0.257
0.323
0.295
3270
145
0.5
D+0.75L+0.75W
-6977.1
-183.75
-0.22
0.28
371.15
0.129
0.026
0.000
0.144
0.273
0.166
3370
146
0D+0.75L+0.75W
-6977.1
-84.81
-0.22
0.28
371.15
0.129
0.012
0.000
0.144
0.273
0.166
12450
666
0.5
D+0.75L+0.75W
-6976.88
-183.74
0.21
-0.27
371.12
0.129
0.026
0.000
0.144
0.273
0.166
12550
667
0D+0.75L+0.75W
-6976.88
-84.81
0.22
-0.27
371.12
0.129
0.012
0.000
0.144
0.273
0.166
11226
593
0.5
D+0.75L+0.75W
-7031.79
96.65
-0.07995
0.22
366.11
0.130
0.014
0.000
0.142
0.272
0.164
11326
594
0D+0.75L+0.75W
-7031.79
325.71
-0.02884
0.22
366.11
0.130
0.047
0.000
0.142
0.272
0.164
5106
203
0.5
D+0.75L+0.75W
-7014.65
96.65
0.07747
-0.22
366.14
0.130
0.014
0.000
0.142
0.272
0.164
5206
204
0D+0.75L+0.75W
-7014.65
325.73
0.02795
-0.22
366.14
0.130
0.047
0.000
0.142
0.272
0.164
8166
301
0.5
D+0.75L+0.75W
-7014.76
96.65
-0.001296
0.00364
366.15
0.130
0.014
0.000
0.142
0.272
0.164
8266
302
0D+0.75L+0.75W
-7014.76
325.74
-0.0004676
0.00364
366.15
0.130
0.047
0.000
0.142
0.272
0.164
6636
252
0.5
D+0.75L+0.75W
-7007.08
96.66
0.001767
-0.004961
366.16
0.130
0.014
0.000
0.142
0.271
0.164
6736
253
0D+0.75L+0.75W
-7007.08
325.75
0.0006374
-0.004961
366.16
0.130
0.047
0.000
0.142
0.271
0.164
9696
416
0.5
D+0.75L+0.75W
-6990.35
96.65
-0.003364
0.009448
366.15
0.129
0.014
0.000
0.142
0.271
0.164
9796
417
0D+0.75L+0.75W
-6990.35
325.74
-0.001214
0.009448
366.15
0.129
0.047
0.000
0.142
0.271
0.164
6474
244
0.5
D+0.75L+0.525EQX
-7020.33
-73.12
-0.05972
-0.11
-363.45
0.130
0.010
0.000
0.141
0.271
0.163
6480
244
0.5
D+0.75L-0.525EQX
-7020.33
-73.12
-0.05972
-0.11
-363.45
0.130
0.010
0.000
0.141
0.271
0.163
6676
252
0D+0.75L+0.525EQX
-7020.33
-86.91
-0.04287
-0.11
-363.45
0.130
0.012
0.000
0.141
0.271
0.163
6682
252
0D+0.75L-0.525EQX
-7020.33
-86.91
-0.04287
-0.11
-363.45
0.130
0.012
0.000
0.141
0.271
0.163
6471
244
0.5
D+0.75L+0.525EQX
-6988.24
73
0.06384
0.11
364.04
0.129
0.010
0.000
0.141
0.270
0.163
6477
244
0.5
D+0.75L-0.525EQX
-6988.24
73
0.06384
0.11
364.04
0.129
0.010
0.000
0.141
0.270
0.163
6673
252
0D+0.75L+0.525EQX
-6988.24
87.05
0.04597
0.11
364.04
0.129
0.012
0.000
0.141
0.270
0.163
6679
252
0D+0.75L-0.525EQX
-6988.24
87.05
0.04597
0.11
364.04
0.129
0.012
0.000
0.141
0.270
0.163
11675
597
0.25
D+0.75L+0.525EQX
-6946.03
-437.78
0.01777
0.08581
-364.94
0.129
0.063
0.000
0.141
0.270
0.163
11681
597
0.25
D+0.75L-0.525EQX
-6946.03
-437.78
0.01777
0.08581
-364.94
0.129
0.063
0.000
0.141
0.270
0.163
3576
154
0.5
D+0.75L+0.75W
-6934.17
96.44
-0.17
0.47
365.33
0.128
0.014
0.000
0.141
0.270
0.163
3676
155
0D+0.75L+0.75W
-6934.17
325.02
-0.06089
0.47
365.33
0.128
0.047
0.000
0.141
0.270
0.163
12756
675
0.5
D+0.75L+0.75W
-6933.94
96.43
0.16
-0.46
365.31
0.128
0.014
0.000
0.141
0.270
0.163
12856
676
0D+0.75L+0.75W
-6933.94
324.99
0.05883
-0.46
365.31
0.128
0.047
0.000
0.141
0.270
0.163
10170
420
0.5
0.6D+0.7EQX+.21EQY-1063.69
-647.23
-29.57
-89.79
-700.31
0.020
0.097
0.035
0.271
0.326
0.308
10176
420
0.5
0.6D+0.7EQX-.21EQY
-1063.69
-647.23
-29.57
-89.79
-700.31
0.020
0.097
0.035
0.271
0.326
0.308
10182
420
0.5
0.6D-0.7EQX+.21EQY
-1063.69
-647.23
-29.57
-89.79
-700.31
0.020
0.097
0.035
0.271
0.326
0.308
11672
597
0.25
D+0.75L+0.525EQX
-6918.79
438.62
0.09017
0.3
364.26
0.128
0.063
0.000
0.141
0.269
0.163
11678
597
0.25
D+0.75L-0.525EQX
-6918.79
438.62
0.09017
0.3
364.26
0.128
0.063
0.000
0.141
0.269
0.163
12694
669
0D+0.75L+0.525EQX
-6393.89
-160.76
-0.18
-0.46
-401.89
0.118
0.023
0.000
0.156
0.274
0.175
12700
669
0D+0.75L-0.525EQX
-6393.89
-160.76
-0.18
-0.46
-401.89
0.118
0.023
0.000
0.156
0.274
0.175
8003
293
0.25
D+0.75L+0.525EQX
-7039.06
-75.16
-0.06362
-0.09293
-354.88
0.130
0.011
0.000
0.137
0.268
0.159
8009
293
0.25
D+0.75L-0.525EQX
-7039.06
-75.16
-0.06362
-0.09293
-354.88
0.130
0.011
0.000
0.137
0.268
0.159
10167
420
0.5
0.6D+0.7EQX+.21EQY-1022.68
647.29
29.56
89.77
700.24
0.019
0.097
0.035
0.271
0.325
0.308
10173
420
0.5
0.6D+0.7EQX-.21EQY
-1022.68
647.29
29.56
89.77
700.24
0.019
0.097
0.035
0.271
0.325
0.308
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
8.1.3 ARRIOSTRAMIENTOS
PA
SAR
EL
A 3
MD
OC
: ESS
DIS
EÑ
O D
E E
LEM
EN
TO
S D
E M
AD
ER
A -
NSR
-10
TIT
ULO
G -
EST
RU
CT
UR
AS
DE
MA
DE
RA
Dis
eño
estr
uct
ura
lV
S: 0
0A
RR
IOST
RA
MIE
NT
O (
D1
5)
Bar
ran
quil
laP
ER
MA
NE
NT
ES
CA
RA
CT
ER
íST
ICA
S D
E L
A M
AD
ER
AG
EO
ME
TR
ÍA D
EL
ELE
ME
NT
OC
alid
ad d
e la
mad
era
Est
ruct
ura
l Sel
ecta
(E
.S)
Tip
o d
e se
cció
nC
ircu
lar
Ele
men
to p
orta
nte
Pri
nci
pal
Diá
met
roØ
=m
mG
rup
o E
stru
ctu
ral (
ES)
ES4
Tip
o d
e m
ader
aM
ader
a ro
lliz
aLo
ngi
tud
L=
mm
Tip
o d
e el
emen
toC
olu
mn
aL
no
sop
orta
da
Lu=
mm
G.2
Co
efic
ien
tes
de
apli
caci
ón
gen
eral
G.3
Co
efic
ien
tes
par
a el
emen
tos
a fl
exió
n
G.4
.6.2
.1 —
Por
du
raci
ón d
e la
car
ga (
Cp
)G
.3.3
.2.1
— C
oefi
cien
te d
e fo
rma
(CF)
Típ
ica
carg
a d
e d
iseñ
o:M
uer
taD
ura
ción
Car
ga:
Per
man
ente
Cd
(Fb,
Ft,F
c)=
G.3
.3.2
.3C
L (F
b, F
t)=
G.3
.3.2
.2G
.4.6
.2.4
— P
or c
onte
nid
o d
e h
um
edad
(C
m )
CL
(Fc)
=G
.3.3
.2.2
Con
ten
ido
de
Hu
med
ad:
4. F
UE
RZ
AS
Y M
OM
EN
TO
S R
ESI
STE
NT
ES
5. F
UE
RZ
AS
Y M
OM
EN
TO
S A
CT
UA
NT
ES
G.2
.2.3
.3 —
Por
tem
per
atu
ra (
Ct
)C
F =
Cd
x C
L =
Cor
tan
teV
r=
=T
onf
Cor
tan
teV
==
Ton
fT
emp
erat
ura
[°C
]:T
≤3
7.8
°CA
pla
stam
ien
toN
r=
=T
onf
Ap
last
amie
nto
N=
=T
onf
Con
dic
ion
es d
e Se
rvic
io:
Hú
med
oG
.3.3
.2.4
— U
so e
n c
ara
anch
a (d
) , f
acto
r C
fuFl
exió
nM
r=
=T
onf-
mFl
exió
nM
==
Ton
f-m
No
ap
lica
Cfu
(Fb
)=
Ten
sión
Tr
==
Ton
fT
ensi
ónT
==
Ton
fG
.2.2
.3.4
— P
or in
cisi
ón (
Cin
)C
omp
resi
ónP
r=
=T
onf
Com
pre
sión
P=
=T
onf
No
ap
lica
Lon
gitu
d e
fect
iva
Col
um
na
Le [
mm
]
G.2
.2.3
.5 —
Por
acc
ión
con
jun
ta (
Cr)
Lu=
mm
No
ap
lica
k=
mm
Esf
uer
zo A
ctu
ante
Esf
uer
zo R
esis
ten
teLe
=m
mG
.2.2
.3.7
— P
or d
esvi
ació
n a
l gra
no
(CD
G)
No
ap
lica
Con
dic
ión
de
apoy
os:
Co
rtan
teV
=fv
=F'
v=
fv/F
'v=
Pen
die
nte
al g
ran
o (n
)A
pla
stam
ien
toN
=fp
=F'
p=
fp/F
'p=
Ten
sió
nT
=ft
=F'
t=
ft/F
't=
G.2
.2.3
.6 —
Por
rig
idez
al p
and
eo (
CT
)C
om
pre
sió
nP
=fc
=F'
c=
fc/F
'c=
No
ap
lica
Fle
xió
nM
=fb
=F'
b=
fb/F
'b=
G.4
.3.4
. Rel
ació
n d
e es
bel
tez
(λ)
Coe
f. d
e E
stab
ilid
ad L
ater
alFc
=[M
Pa]
Em
in=
Fc*
=[M
Pa]
E'm
ín=
(G.5
.1-1
)FC
E=
C=
Cp
=(G
.5.1
-2)
G.3
.3.4
— C
ond
icio
nes
de
rest
ricc
ión
late
ral
G.4
.6 —
Mad
era
de
secc
ión
Cir
cula
rd
ond
e el
coe
fici
ente
CL
par
a vi
gas
es ig
ual
a 1
.0R
oll
iza
CL
=1
.0G
.4.6
.2.2
— P
or p
rese
rvac
ión
(C
pv
)A
pli
ca
G.3
.5.1
.1 —
Coe
fici
ente
por
áre
a d
e ap
oyo
Cb
G.4
.6.2
.3 —
Des
bast
amie
nto
o a
lisa
du
ra (
Ckd
)N
o a
pli
caA
pli
ca
EJE
CU
TÓ
:J.O
.T.T
RE
VIS
Ó:
A.J.
F.E
.
Febr
ero
de
20
21
86
18
0.9
50
.95
1.0
55
.06
0.2
71
1.5
04
.15
0.7
4
-
5.9
29
.40
=0
.69
Cu
mp
le
1.0
01
.00
0.9
5-
- - - -
2.8
1
- - - -
0.7
8
- -
5.9
2-
0.4
2=
0.6
8C
um
ple
8.0
38
.03
0.4
52
.30
0.4
26
.38
+5.9
28
.03
0.2
0
6. C
HE
QU
EO
DE
SO
LIC
ITA
CIO
NE
S
73
50
0.4
26
.38
0.0
72
15
60
.12
-
[MP
a][M
Pa] 2.8
10
.04
0.3
5
36
96
Índ
ice
de
Sobr
e E
sfu
erzo
6.3
80
.78
-0
.90
0.9
0
2.3
0
--C
DG
1.0
01
.00
1.0
0-
1.0
0C
r
---
- --
1.0
0 -
1.0
01
.00 -
1.0
01
.00
1.0
0
1.0
0
1.0
0
1.0
01
.00
1.0
0
0.9
00
.80
1.0
0
1.0
01
.00
0.9
00
.75
1.0
0
1.0
0
-0
.80
Par
ámet
ro
-1
.00
-
Cvp
0.9
0
F'i [
MP
a]0
.93
0.9
6
78
40
0.5
9
36
96
- -C
LC
pC
b
Ckp
0.9
5
7. D
ISE
ÑO
DE
EL
EM
EN
TO
S SO
LIC
ITA
DO
S P
OR
FL
EX
IÓN
Y C
AR
GA
AX
IAL
0.7
6
Soli
cita
cion
es
F
uer
zas
[N],
Com
pre
sión
Cor
tan
te1
26
00
-0
.80
10
.80
3.9
0
E 0
.5
13
.60
Com
pre
sión
Ft
CDCR
-
0.9
00
.90
- - -
-
0.9
0
-
0.7
5
-
3. T
AB
LA
DE
CO
EF
ICIE
NT
ES
DE
MO
DIF
ICA
CIÓ
N Y
ESF
UE
RZ
OS
MO
DIF
ICA
DO
S
1.2
0P
rom
edio
E m
ínM
ínim
o
0.8
0
1.0
01
.00
1.0
01
.00
1.0
0-
-
FvFl
exió
n4
62
0T
ensi
ón1
1.5
0
0.9
00
.70
0.9
0
Fc
ǁFp
ⱵFb
42
00
14
20
0
Art
icu
lad
o e
n a
mb
os
extr
emo
s
11
.50
46
20
7.6
9
0.3
5
32
.33
2.9
11
N/A
1.0
0
1.0
2Fb
Cm
1.0
01
.00
1.0
0 -1
.06 -
CT CF
CfuCt
Cin
1.0
02
. CO
EF
ICIE
NT
ES
DE
MO
DIF
ICA
CIÓ
N
15
0
50
%
19
60
00
07
93
8
Est
ruct
ura
s So
sten
ible
s S.
a.s
-Cll
42
# 2
8-2
0 t
el: 3
15
11
77
e-
mai
l:pro
yect
os@
esos
ten
ible
s.co
m.c
o - B
ogot
á, C
olom
bia.
PE
RM
AN
EN
TE
S
Fi [
MP
a]
AR
RIO
STR
AM
IEN
TO
(D
15
)
1. D
ESC
RIP
CIÓ
N D
EL
EL
EM
EN
TO
43
00
42
00
1.1
0
1.0
21
.06
1.0
0 -1
.02
1.0
0 - -
8.0
3
FtFc
-1
.02
f � F���f � F�∗�1.0
f ��f �
F�∗∗�1.0
Co
mp
resi
ón
:4146.0
kg
Flex
ión
M2:
271.6
kg.m
cmTe
nsi
ón
:11504.0
kg
Flex
ión
M3:
271.6
kg.m
C
ort
ante
:1051.0
kg
Re:
4.5
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
162
01D
-29.62
-10.34
00.00
0.00
0.007
0.010
0.000
0.000
0.007
0.000
262
1.3454
1D
-18.14
0.00
00.00
6.95
0.004
0.000
0.000
0.026
0.030
0.026
362
2.6907
1D
-6.65
10.34
00.00
0.00
0.002
0.010
0.000
0.000
0.002
0.000
462
01D+1L
-30.81
-10.34
00.00
0.00
0.007
0.010
0.000
0.000
0.007
0.000
562
1.3454
1D+1L
-19.32
0.00
00.00
6.95
0.005
0.000
0.000
0.026
0.030
0.026
662
2.6907
1D+1L
-7.83
10.34
00.00
0.00
0.002
0.010
0.000
0.000
0.002
0.000
770
01D
-30.51
-27.57
00.00
0.00
0.007
0.026
0.000
0.000
0.007
0.000
870
2.6
1D
-19.03
0.00
00.00
35.84
0.005
0.000
0.000
0.132
0.137
0.132
970
5.2
1D
-7.54
27.57
00.00
0.00
0.002
0.026
0.000
0.000
0.002
0.000
10
70
01D+1L
-86.56
-27.57
00.00
0.00
0.021
0.026
0.000
0.000
0.021
0.000
11
70
2.6
1D+1L
-75.07
0.00
00.00
35.84
0.018
0.000
0.000
0.132
0.150
0.133
12
70
5.2
1D+1L
-63.58
27.57
00.00
0.00
0.015
0.026
0.000
0.000
0.015
0.000
13
71
01D
-5.66
-27.57
00.00
0.00
0.001
0.026
0.000
0.000
0.001
0.000
14
71
2.6
1D
-17.14
0.00
00.00
35.84
0.004
0.000
0.000
0.132
0.136
0.132
15
71
5.2
1D
-28.63
27.57
00.00
0.00
0.007
0.026
0.000
0.000
0.007
0.000
16
71
01D+1L
-56.32
-27.57
00.00
0.00
0.014
0.026
0.000
0.000
0.014
0.000
17
71
2.6
1D+1L
-67.8
0.00
00.00
35.84
0.016
0.000
0.000
0.132
0.148
0.133
18
71
5.2
1D+1L
-79.29
27.57
00.00
0.00
0.019
0.026
0.000
0.000
0.019
0.000
19
72
01D
-40.18
-27.57
00.00
0.00
0.010
0.026
0.000
0.000
0.010
0.000
20
72
2.6
1D
-51.66
0.00
00.00
35.84
0.012
0.000
0.000
0.132
0.144
0.133
21
72
5.2
1D
-63.15
27.57
00.00
0.00
0.015
0.026
0.000
0.000
0.015
0.000
22
72
01D+1L
-222.65
-27.57
00.00
0.00
0.054
0.026
0.000
0.000
0.054
0.003
23
72
2.6
1D+1L
-234.14
0.00
00.00
35.84
0.056
0.000
0.000
0.132
0.188
0.137
24
72
5.2
1D+1L
-245.62
27.57
00.00
0.00
0.059
0.026
0.000
0.000
0.059
0.004
25
73
01D
-15.51
-27.57
00.00
0.00
0.004
0.026
0.000
0.000
0.004
0.000
26
73
2.6
1D
-4.02
0.00
00.00
35.84
0.001
0.000
0.000
0.132
0.133
0.132
27
73
5.2
1D
7.46
27.57
00.00
0.00
0.001
0.026
0.000
0.000
0.001
0.000
28
73
01D+1L
-26.11
-27.57
00.00
0.00
0.006
0.026
0.000
0.000
0.006
0.000
29
73
2.6
1D+1L
-14.62
0.00
00.00
35.84
0.004
0.000
0.000
0.132
0.135
0.132
30
73
5.2
1D+1L
-3.14
27.57
00.00
0.00
0.001
0.026
0.000
0.000
0.001
0.000
31
75
01D
-63.53
-27.57
00.00
0.00
0.015
0.026
0.000
0.000
0.015
0.000
32
75
2.6
1D
-52.04
0.00
00.00
35.84
0.013
0.000
0.000
0.132
0.145
0.133
33
75
5.2
1D
-40.56
27.57
00.00
0.00
0.010
0.026
0.000
0.000
0.010
0.000
34
75
01D+1L
-247.26
-27.57
00.00
0.00
0.060
0.026
0.000
0.000
0.060
0.004
35
75
2.6
1D+1L
-235.77
0.00
00.00
35.84
0.057
0.000
0.000
0.132
0.189
0.137
36
75
5.2
1D+1L
-224.29
27.57
00.00
0.00
0.054
0.026
0.000
0.000
0.054
0.003
37
76
01D
7.36
-27.57
00.00
0.00
0.001
0.026
0.000
0.000
0.001
0.000
38
76
2.6
1D
-4.13
0.00
00.00
35.84
0.001
0.000
0.000
0.132
0.133
0.132
39
76
5.2
1D
-15.62
27.57
00.00
0.00
0.004
0.026
0.000
0.000
0.004
0.000
40
76
01D+1L
-3.92
-27.57
00.00
0.00
0.001
0.026
0.000
0.000
0.001
0.000
41
76
2.6
1D+1L
-15.4
0.00
00.00
35.84
0.004
0.000
0.000
0.132
0.136
0.132
42
76
5.2
1D+1L
-26.89
27.57
00.00
0.00
0.006
0.026
0.000
0.000
0.006
0.000
43
77
01D
-34.21
-27.57
00.00
0.00
0.008
0.026
0.000
0.000
0.008
0.000
44
77
2.6
1D
-22.72
0.00
00.00
35.84
0.005
0.000
0.000
0.132
0.137
0.132
45
77
5.2
1D
-11.23
27.57
00.00
0.00
0.003
0.026
0.000
0.000
0.003
0.000
46
77
01D+1L
-105.38
-27.57
00.00
0.00
0.025
0.026
0.000
0.000
0.025
0.001
47
77
2.6
1D+1L
-93.89
0.00
00.00
35.84
0.023
0.000
0.000
0.132
0.155
0.133
48
77
5.2
1D+1L
-82.41
27.57
00.00
0.00
0.020
0.026
0.000
0.000
0.020
0.000
49
78
01D
-13.86
-27.57
00.00
0.00
0.003
0.026
0.000
0.000
0.003
0.000
50
78
2.6
1D
-25.35
0.00
00.00
35.84
0.006
0.000
0.000
0.132
0.138
0.132
DIA
MET
RO
:
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
CA
RG
AS
DE
DIS
EÑO
-P
ERM
AN
ENTE
S
SEC
CIÓ
N:
CIR
CU
LAR
15
IND
ICES
Co
mp
resi
ón
:4146.0
kg
Flex
ión
M2:
271.6
kg.m
cmTe
nsi
ón
:11504.0
kg
Flex
ión
M3:
271.6
kg.m
C
ort
ante
:1051.0
kg
Re:
4.5
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
DIA
MET
RO
:
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
CA
RG
AS
DE
DIS
EÑO
-P
ERM
AN
ENTE
S
SEC
CIÓ
N:
CIR
CU
LAR
15
IND
ICES
51
78
5.2
1D
-36.83
27.57
00.00
0.00
0.009
0.026
0.000
0.000
0.009
0.000
52
78
01D+1L
-92.59
-27.57
00.00
0.00
0.022
0.026
0.000
0.000
0.022
0.000
53
78
2.6
1D+1L
-104.08
0.00
00.00
35.84
0.025
0.000
0.000
0.132
0.157
0.134
54
78
5.2
1D+1L
-115.56
27.57
00.00
0.00
0.028
0.026
0.000
0.000
0.028
0.001
55
93
01D
-30.51
-27.57
00.00
0.00
0.007
0.026
0.000
0.000
0.007
0.000
56
93
2.6
1D
-19.03
0.00
00.00
35.84
0.005
0.000
0.000
0.132
0.137
0.132
57
93
5.2
1D
-7.54
27.57
00.00
0.00
0.002
0.026
0.000
0.000
0.002
0.000
58
93
01D+1L
-86.56
-27.57
00.00
0.00
0.021
0.026
0.000
0.000
0.021
0.000
59
93
2.6
1D+1L
-75.07
0.00
00.00
35.84
0.018
0.000
0.000
0.132
0.150
0.133
60
93
5.2
1D+1L
-63.58
27.57
00.00
0.00
0.015
0.026
0.000
0.000
0.015
0.000
61
94
01D
-5.66
-27.57
00.00
0.00
0.001
0.026
0.000
0.000
0.001
0.000
62
94
2.6
1D
-17.14
0.00
00.00
35.84
0.004
0.000
0.000
0.132
0.136
0.132
63
94
5.2
1D
-28.63
27.57
00.00
0.00
0.007
0.026
0.000
0.000
0.007
0.000
64
94
01D+1L
-56.32
-27.57
00.00
0.00
0.014
0.026
0.000
0.000
0.014
0.000
65
94
2.6
1D+1L
-67.8
0.00
00.00
35.84
0.016
0.000
0.000
0.132
0.148
0.133
66
94
5.2
1D+1L
-79.29
27.57
00.00
0.00
0.019
0.026
0.000
0.000
0.019
0.000
67
95
01D
-15.51
-27.57
00.00
0.00
0.004
0.026
0.000
0.000
0.004
0.000
68
95
2.6
1D
-4.02
0.00
00.00
35.84
0.001
0.000
0.000
0.132
0.133
0.132
69
95
5.2
1D
7.46
27.57
00.00
0.00
0.001
0.026
0.000
0.000
0.001
0.000
70
95
01D+1L
-26.11
-27.57
00.00
0.00
0.006
0.026
0.000
0.000
0.006
0.000
71
95
2.6
1D+1L
-14.62
0.00
00.00
35.84
0.004
0.000
0.000
0.132
0.135
0.132
72
95
5.2
1D+1L
-3.14
27.57
00.00
0.00
0.001
0.026
0.000
0.000
0.001
0.000
73
96
01D
-40.18
-27.57
00.00
0.00
0.010
0.026
0.000
0.000
0.010
0.000
74
96
2.6
1D
-51.66
0.00
00.00
35.84
0.012
0.000
0.000
0.132
0.144
0.133
75
96
5.2
1D
-63.15
27.57
00.00
0.00
0.015
0.026
0.000
0.000
0.015
0.000
76
96
01D+1L
-222.65
-27.57
00.00
0.00
0.054
0.026
0.000
0.000
0.054
0.003
77
96
2.6
1D+1L
-234.14
0.00
00.00
35.84
0.056
0.000
0.000
0.132
0.188
0.137
78
96
5.2
1D+1L
-245.62
27.57
00.00
0.00
0.059
0.026
0.000
0.000
0.059
0.004
79
97
01D
-63.53
-27.57
00.00
0.00
0.015
0.026
0.000
0.000
0.015
0.000
80
97
2.6
1D
-52.04
0.00
00.00
35.84
0.013
0.000
0.000
0.132
0.145
0.133
81
97
5.2
1D
-40.56
27.57
00.00
0.00
0.010
0.026
0.000
0.000
0.010
0.000
82
97
01D+1L
-247.26
-27.57
00.00
0.00
0.060
0.026
0.000
0.000
0.060
0.004
83
97
2.6
1D+1L
-235.77
0.00
00.00
35.84
0.057
0.000
0.000
0.132
0.189
0.137
84
97
5.2
1D+1L
-224.29
27.57
00.00
0.00
0.054
0.026
0.000
0.000
0.054
0.003
85
98
01D
7.36
-27.57
00.00
0.00
0.001
0.026
0.000
0.000
0.001
0.000
86
98
2.6
1D
-4.13
0.00
00.00
35.84
0.001
0.000
0.000
0.132
0.133
0.132
87
98
5.2
1D
-15.62
27.57
00.00
0.00
0.004
0.026
0.000
0.000
0.004
0.000
88
98
01D+1L
-3.92
-27.57
00.00
0.00
0.001
0.026
0.000
0.000
0.001
0.000
89
98
2.6
1D+1L
-15.4
0.00
00.00
35.84
0.004
0.000
0.000
0.132
0.136
0.132
90
98
5.2
1D+1L
-26.89
27.57
00.00
0.00
0.006
0.026
0.000
0.000
0.006
0.000
91
103
01D
-34.21
-27.57
00.00
0.00
0.008
0.026
0.000
0.000
0.008
0.000
92
103
2.6
1D
-22.72
0.00
00.00
35.84
0.005
0.000
0.000
0.132
0.137
0.132
93
103
5.2
1D
-11.23
27.57
00.00
0.00
0.003
0.026
0.000
0.000
0.003
0.000
94
103
01D+1L
-105.38
-27.57
00.00
0.00
0.025
0.026
0.000
0.000
0.025
0.001
95
103
2.6
1D+1L
-93.89
0.00
00.00
35.84
0.023
0.000
0.000
0.132
0.155
0.133
96
103
5.2
1D+1L
-82.41
27.57
00.00
0.00
0.020
0.026
0.000
0.000
0.020
0.000
97
114
01D
-6.65
-10.34
00.00
0.00
0.002
0.010
0.000
0.000
0.002
0.000
98
114
1.3454
1D
-18.14
0.00
00.00
6.95
0.004
0.000
0.000
0.026
0.030
0.026
99
114
2.6907
1D
-29.62
10.34
00.00
0.00
0.007
0.010
0.000
0.000
0.007
0.000
100
114
01D+1L
-7.83
-10.34
00.00
0.00
0.002
0.010
0.000
0.000
0.002
0.000
Co
mp
resi
ón
:4146.0
kg
Flex
ión
M2:
271.6
kg.m
cmTe
nsi
ón
:11504.0
kg
Flex
ión
M3:
271.6
kg.m
C
ort
ante
:1051.0
kg
Re:
4.5
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
DIA
MET
RO
:
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
CA
RG
AS
DE
DIS
EÑO
-P
ERM
AN
ENTE
S
SEC
CIÓ
N:
CIR
CU
LAR
15
IND
ICES
101
114
1.3454
1D+1L
-19.32
0.00
00.00
6.95
0.005
0.000
0.000
0.026
0.030
0.026
102
114
2.6907
1D+1L
-30.81
10.34
00.00
0.00
0.007
0.010
0.000
0.000
0.007
0.000
103
119
01D
-13.86
-27.57
00.00
0.00
0.003
0.026
0.000
0.000
0.003
0.000
104
119
2.6
1D
-25.35
0.00
00.00
35.84
0.006
0.000
0.000
0.132
0.138
0.132
105
119
5.2
1D
-36.83
27.57
00.00
0.00
0.009
0.026
0.000
0.000
0.009
0.000
106
119
01D+1L
-92.59
-27.57
00.00
0.00
0.022
0.026
0.000
0.000
0.022
0.000
107
119
2.6
1D+1L
-104.08
0.00
00.00
35.84
0.025
0.000
0.000
0.132
0.157
0.134
108
119
5.2
1D+1L
-115.56
27.57
00.00
0.00
0.028
0.026
0.000
0.000
0.028
0.001
109
126
01D
-33.32
-10.34
00.00
0.00
0.008
0.010
0.000
0.000
0.008
0.000
110
126
1.3454
1D
-21.84
0.00
00.00
6.95
0.005
0.000
0.000
0.026
0.031
0.026
111
126
2.6907
1D
-10.35
10.34
00.00
0.00
0.002
0.010
0.000
0.000
0.002
0.000
112
126
01D+1L
-47.04
-10.34
00.00
0.00
0.011
0.010
0.000
0.000
0.011
0.000
113
126
1.3454
1D+1L
-35.56
0.00
00.00
6.95
0.009
0.000
0.000
0.026
0.034
0.026
114
126
2.6907
1D+1L
-24.07
10.34
00.00
0.00
0.006
0.010
0.000
0.000
0.006
0.000
115
147
01D
-10.35
-10.34
00.00
0.00
0.002
0.010
0.000
0.000
0.002
0.000
116
147
1.3454
1D
-21.84
0.00
00.00
6.95
0.005
0.000
0.000
0.026
0.031
0.026
117
147
2.6907
1D
-33.32
10.34
00.00
0.00
0.008
0.010
0.000
0.000
0.008
0.000
118
147
01D+1L
-24.07
-10.34
00.00
0.00
0.006
0.010
0.000
0.000
0.006
0.000
119
147
1.3454
1D+1L
-35.56
0.00
00.00
6.95
0.009
0.000
0.000
0.026
0.034
0.026
120
147
2.6907
1D+1L
-47.04
10.34
00.00
0.00
0.011
0.010
0.000
0.000
0.011
0.000
121
158
01D
-32.32
-10.34
00.00
0.00
0.008
0.010
0.000
0.000
0.008
0.000
122
158
1.3454
1D
-20.83
0.00
00.00
6.95
0.005
0.000
0.000
0.026
0.031
0.026
123
158
2.6907
1D
-9.34
10.34
00.00
0.00
0.002
0.010
0.000
0.000
0.002
0.000
124
158
01D+1L
-43.13
-10.34
00.00
0.00
0.010
0.010
0.000
0.000
0.010
0.000
125
158
1.3454
1D+1L
-31.64
0.00
00.00
6.95
0.008
0.000
0.000
0.026
0.033
0.026
126
158
2.6907
1D+1L
-20.15
10.34
00.00
0.00
0.005
0.010
0.000
0.000
0.005
0.000
127
179
01D
-9.34
-10.34
00.00
0.00
0.002
0.010
0.000
0.000
0.002
0.000
128
179
1.3454
1D
-20.83
0.00
00.00
6.95
0.005
0.000
0.000
0.026
0.031
0.026
129
179
2.6907
1D
-32.32
10.34
00.00
0.00
0.008
0.010
0.000
0.000
0.008
0.000
130
179
01D+1L
-20.15
-10.34
00.00
0.00
0.005
0.010
0.000
0.000
0.005
0.000
131
179
1.3454
1D+1L
-31.64
0.00
00.00
6.95
0.008
0.000
0.000
0.026
0.033
0.026
132
179
2.6907
1D+1L
-43.13
10.34
00.00
0.00
0.010
0.010
0.000
0.000
0.010
0.000
133
190
01D
-32.93
-10.34
00.00
0.00
0.008
0.010
0.000
0.000
0.008
0.000
134
190
1.3454
1D
-21.44
0.00
00.00
6.95
0.005
0.000
0.000
0.026
0.031
0.026
135
190
2.6907
1D
-9.96
10.34
00.00
0.00
0.002
0.010
0.000
0.000
0.002
0.000
136
190
01D+1L
-45
-10.34
00.00
0.00
0.011
0.010
0.000
0.000
0.011
0.000
137
190
1.3454
1D+1L
-33.51
0.00
00.00
6.95
0.008
0.000
0.000
0.026
0.034
0.026
138
190
2.6907
1D+1L
-22.02
10.34
00.00
0.00
0.005
0.010
0.000
0.000
0.005
0.000
139
211
01D
-9.96
-10.34
00.00
0.00
0.002
0.010
0.000
0.000
0.002
0.000
140
211
1.3454
1D
-21.44
0.00
00.00
6.95
0.005
0.000
0.000
0.026
0.031
0.026
141
211
2.6907
1D
-32.93
10.34
00.00
0.00
0.008
0.010
0.000
0.000
0.008
0.000
142
211
01D+1L
-22.02
-10.34
00.00
0.00
0.005
0.010
0.000
0.000
0.005
0.000
143
211
1.3454
1D+1L
-33.51
0.00
00.00
6.95
0.008
0.000
0.000
0.026
0.034
0.026
144
211
2.6907
1D+1L
-45
10.34
00.00
0.00
0.011
0.010
0.000
0.000
0.011
0.000
145
222
01D
-32.25
-10.34
00.00
0.00
0.008
0.010
0.000
0.000
0.008
0.000
146
222
1.3454
1D
-20.77
0.00
00.00
6.95
0.005
0.000
0.000
0.026
0.031
0.026
147
222
2.6907
1D
-9.28
10.34
00.00
0.00
0.002
0.010
0.000
0.000
0.002
0.000
148
222
01D+1L
-42.85
-10.34
00.00
0.00
0.010
0.010
0.000
0.000
0.010
0.000
149
222
1.3454
1D+1L
-31.37
0.00
00.00
6.95
0.008
0.000
0.000
0.026
0.033
0.026
150
222
2.6907
1D+1L
-19.88
10.34
00.00
0.00
0.005
0.010
0.000
0.000
0.005
0.000
PA
SAR
EL
A 3
MD
OC
: ESS
DIS
EÑ
O D
E E
LEM
EN
TO
S D
E M
AD
ER
A -
NSR
-10
TIT
ULO
G -
EST
RU
CT
UR
AS
DE
MA
DE
RA
Dis
eño
estr
uct
ura
lV
S: 0
0A
RR
IOST
RA
MIE
NT
O (
D1
5)
Bar
ran
quil
laSI
SMO
Y V
IEN
TO
CA
RA
CT
ER
íST
ICA
S D
E L
A M
AD
ER
AG
EO
ME
TR
ÍA D
EL
ELE
ME
NT
OC
alid
ad d
e la
mad
era
Est
ruct
ura
l Sel
ecta
(E
.S)
Tip
o d
e se
cció
nC
ircu
lar
Ele
men
to p
orta
nte
Pri
nci
pal
Diá
met
roØ
=m
mG
rup
o E
stru
ctu
ral (
ES)
ES4
Tip
o d
e m
ader
aM
ader
a ro
lliz
aLo
ngi
tud
L=
mm
Tip
o d
e el
emen
toC
olu
mn
aL
no
sop
orta
da
Lu=
mm
G.2
Co
efic
ien
tes
de
apli
caci
ón
gen
eral
G.3
Co
efic
ien
tes
par
a el
emen
tos
a fl
exió
n
G.4
.6.2
.1 —
Por
du
raci
ón d
e la
car
ga (
Cp
)G
.3.3
.2.1
— C
oefi
cien
te d
e fo
rma
(CF)
Típ
ica
carg
a d
e d
iseñ
o:V
ien
to y
Sis
mo
Du
raci
ón C
arga
:D
iez
min
uto
sC
d(F
b,Ft
,Fc)
=G
.3.3
.2.3
CL
(Fb,
Ft)
=G
.3.3
.2.2
G.4
.6.2
.4 —
Por
con
ten
ido
de
hu
med
ad (
Cm
)C
L (F
c)=
G.3
.3.2
.2C
onte
nid
o d
e H
um
edad
:4
. FU
ER
ZA
S Y
MO
ME
NT
OS
RE
SIST
EN
TE
S5
. FU
ER
ZA
S Y
MO
ME
NT
OS
AC
TU
AN
TE
S
G.2
.2.3
.3 —
Por
tem
per
atu
ra (
Ct
)C
F =
Cd
x C
L =
Cor
tan
teV
r=
=T
onf
Cor
tan
teV
==
Ton
fT
emp
erat
ura
[°C
]:T
≤3
7.8
°CA
pla
stam
ien
toN
r=
=T
onf
Ap
last
amie
nto
N=
=T
onf
Con
dic
ion
es d
e Se
rvic
io:
Hú
med
oG
.3.3
.2.4
— U
so e
n c
ara
anch
a (d
) , f
acto
r C
fuFl
exió
nM
r=
=T
onf-
mFl
exió
nM
==
Ton
f-m
No
ap
lica
Cfu
(Fb
)=
Ten
sión
Tr
==
Ton
fT
ensi
ónT
==
Ton
fG
.2.2
.3.4
— P
or in
cisi
ón (
Cin
)C
omp
resi
ónP
r=
=T
onf
Com
pre
sión
P=
=T
onf
No
ap
lica
Lon
gitu
d e
fect
iva
Col
um
na
Le [
mm
]
G.2
.2.3
.5 —
Por
acc
ión
con
jun
ta (
Cr)
Lu=
mm
No
ap
lica
k=
mm
Esf
uer
zo A
ctu
ante
Esf
uer
zo R
esis
ten
teLe
=m
mG
.2.2
.3.7
— P
or d
esvi
ació
n a
l gra
no
(CD
G)
No
ap
lica
Con
dic
ión
de
apoy
os:
Co
rtan
teV
=fv
=F'
v=
fv/F
'v=
Pen
die
nte
al g
ran
o (n
)A
pla
stam
ien
toN
=fp
=F'
p=
fp/F
'p=
Ten
sió
nT
=ft
=F'
t=
ft/F
't=
G.2
.2.3
.6 —
Por
rig
idez
al p
and
eo (
CT
)C
om
pre
sió
nP
=fc
=F'
c=
fc/F
'c=
No
ap
lica
Fle
xió
nM
=fb
=F'
b=
fb/F
'b=
G.4
.3.4
. Rel
ació
n d
e es
bel
tez
(λ)
Coe
f. d
e E
stab
ilid
ad L
ater
alFc
=[M
Pa]
Em
in=
Fc*
=[M
Pa]
E'm
ín=
(G.5
.1-1
)FC
E=
C=
Cp
=(G
.5.1
-2)
G.3
.3.4
— C
ond
icio
nes
de
rest
ricc
ión
late
ral
G.4
.6 —
Mad
era
de
secc
ión
Cir
cula
rd
ond
e el
coe
fici
ente
CL
par
a vi
gas
es ig
ual
a 1
.0R
oll
iza
CL
=1
.0G
.4.6
.2.2
— P
or p
rese
rvac
ión
(C
pv
)A
pli
ca
G.3
.5.1
.1 —
Coe
fici
ente
por
áre
a d
e ap
oyo
Cb
G.4
.6.2
.3 —
Des
bast
amie
nto
o a
lisa
du
ra (
Ckd
)N
o a
pli
caA
pli
ca
EJE
CU
TÓ
:J.O
.T.T
RE
VIS
Ó:
A.J.
F.E
.
Febr
ero
de
20
21
86
18
0.9
50
.95
1.8
75
.06
0.4
82
0.4
54
.31
0.7
2
-
10
.35
16
.70
=0
.66
Cu
mp
le
1.0
01
.00
0.9
5-
- - - -
2.8
1
- - - -
1.3
8
- -
10
.35
-0
.47
=0
.69
Cu
mp
le1
4.2
81
4.2
8
0.5
62
.39
0.4
71
1.3
4+10
.35
14
.28
0.2
3
6. C
HE
QU
EO
DE
SO
LIC
ITA
CIO
NE
S
83
30
0.4
71
1.3
40
.04
33
32
0.1
9
-
[MP
a][M
Pa] 2.8
10
.07
0.2
0
36
96
Índ
ice
de
Sobr
e E
sfu
erzo
11
.34
1.3
8
-0
.90
0.9
0
2.3
9
--C
DG
1.0
01
.00
1.0
0-
1.0
0C
r
---
- --
1.0
0 -
1.0
01
.00 -
1.0
01
.00
1.0
0
1.0
0
1.0
0
1.0
01
.00
1.0
0
1.6
00
.80
1.0
0
1.0
01
.00
1.6
00
.75
1.0
0
1.0
0
-0
.80
Par
ámet
ro
-1
.00
-
Cvp
0.9
0
F'i [
MP
a]0
.93
0.9
6
56
84
0.4
3
36
96
- -C
LC
pC
b
Ckp
0.9
5
7. D
ISE
ÑO
DE
EL
EM
EN
TO
S SO
LIC
ITA
DO
S P
OR
FL
EX
IÓN
Y C
AR
GA
AX
IAL
0.3
1
Soli
cita
cion
es
F
uer
zas
[N],
Com
pre
sión
Cor
tan
te1
26
00
-0
.80
10
.80
3.9
0
E 0
.5
13
.60
Com
pre
sión
Ft
CDCR
-
0.9
00
.90
- - -
-
0.9
0
-
0.7
5
-
3. T
AB
LA
DE
CO
EF
ICIE
NT
ES
DE
MO
DIF
ICA
CIÓ
N Y
ESF
UE
RZ
OS
MO
DIF
ICA
DO
S
1.2
0P
rom
edio
E m
ínM
ínim
o
0.8
0
1.0
01
.00
1.0
01
.00
1.0
0-
-
FvFl
exió
n4
62
0T
ensi
ón1
1.5
0
1.6
00
.70
1.6
0
Fc
ǁFp
ⱵFb
42
00
14
20
0
Art
icu
lad
o e
n a
mb
os
extr
emo
s
11
.50
46
20
13
.67
0.2
0
32
.33
2.9
11
N/A
1.0
0
1.0
2Fb
Cm
1.0
01
.00
1.0
0 -1
.06 -
CT CF
CfuCt
Cin
1.0
02
. CO
EF
ICIE
NT
ES
DE
MO
DIF
ICA
CIÓ
N
15
0
50
%
34
30
00
09
89
8
Est
ruct
ura
s So
sten
ible
s S.
a.s
-Cll
42
# 2
8-2
0 t
el: 3
15
11
77
e-
mai
l:pro
yect
os@
esos
ten
ible
s.co
m.c
o - B
ogot
á, C
olom
bia.
SISM
O Y
VIE
NT
O
Fi [
MP
a]
AR
RIO
STR
AM
IEN
TO
(D
15
)
1. D
ESC
RIP
CIÓ
N D
EL
EL
EM
EN
TO
43
00
42
00
1.1
0
1.0
21
.06
1.0
0 -1
.02
1.0
0 - -
14
.28
FtFc
-1
.02
f � F���f � F�∗�1.0
f ��f �
F�∗∗�1.0
Co
mp
resi
ón
:4314.0
kg
Flex
ión
M2:
482.9
kg.m
cmTe
nsi
ón
:20450.0
kg
Flex
ión
M3:
482.9
kg.m
C
ort
ante
:1869.0
kg
Re:
4.5
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
2144
179
1.3454
0.6D+W
-1130.17
0.00
00.00
4.17
0.262
0.000
0.000
0.009
0.271
0.078
2348
211
1.3454
0.6D+W
-1128.008
0.00
00.00
4.17
0.261
0.000
0.000
0.009
0.270
0.078
1940
147
1.3454
0.6D+W
-1124.24
0.00
00.00
4.17
0.261
0.000
0.000
0.009
0.269
0.077
2552
243
1.3454
0.6D+W
-1113.112
0.00
00.00
4.17
0.258
0.000
0.000
0.009
0.267
0.076
2756
275
1.3454
0.6D+W
-1106.318
0.00
00.00
4.17
0.256
0.000
0.000
0.009
0.265
0.075
2147
179
1.3454
D+0.75L+0.75W
-1079.44
0.00
00.00
6.95
0.250
0.000
0.000
0.014
0.265
0.078
2351
211
1.3454
D+0.75L+0.75W
-1078.35
0.00
00.00
6.95
0.250
0.000
0.000
0.014
0.264
0.078
1943
147
1.3454
D+0.75L+0.75W
-1076.28
0.00
00.00
6.95
0.249
0.000
0.000
0.014
0.264
0.078
2145
179
2.6907
0.6D+W
-1136.048
6.20
00.00
0.00
0.263
0.003
0.000
0.000
0.263
0.069
2349
211
2.6907
0.6D+W
-1133.52
6.20
00.00
0.00
0.263
0.003
0.000
0.000
0.263
0.069
1941
147
2.6907
0.6D+W
-1129.752
6.20
00.00
0.00
0.262
0.003
0.000
0.000
0.262
0.069
2143
179
00.6D+W
-1125.016
-6.20
00.00
0.00
0.261
0.003
0.000
0.000
0.261
0.068
2555
243
1.3454
D+0.75L+0.75W
-1062.92
0.00
00.00
6.95
0.246
0.000
0.000
0.014
0.261
0.076
2347
211
00.6D+W
-1122.488
-6.20
00.00
0.00
0.260
0.003
0.000
0.000
0.260
0.068
1939
147
00.6D+W
-1118.728
-6.20
00.00
0.00
0.259
0.003
0.000
0.000
0.259
0.067
2553
243
2.6907
0.6D+W
-1118.624
6.20
00.00
0.00
0.259
0.003
0.000
0.000
0.259
0.067
2757
275
2.6907
0.6D+W
-1112.174
6.20
00.00
0.00
0.258
0.003
0.000
0.000
0.258
0.066
2551
243
00.6D+W
-1107.6
-6.20
00.00
0.00
0.257
0.003
0.000
0.000
0.257
0.066
2755
275
00.6D+W
-1100.461
-6.20
00.00
0.00
0.255
0.003
0.000
0.000
0.255
0.065
2148
179
2.6907
D+0.75L+0.75W
-1090.93
10.34
00.00
0.00
0.253
0.006
0.000
0.000
0.253
0.064
2352
211
2.6907
D+0.75L+0.75W
-1089.83
10.34
00.00
0.00
0.253
0.006
0.000
0.000
0.253
0.064
1944
147
2.6907
D+0.75L+0.75W
-1087.76
10.34
00.00
0.00
0.252
0.006
0.000
0.000
0.252
0.064
2556
243
2.6907
D+0.75L+0.75W
-1074.4
10.34
00.00
0.00
0.249
0.006
0.000
0.000
0.249
0.062
2146
179
0D+0.75L+0.75W
-1067.95
-10.34
00.00
0.00
0.248
0.006
0.000
0.000
0.248
0.061
2350
211
0D+0.75L+0.75W
-1066.86
-10.34
00.00
0.00
0.247
0.006
0.000
0.000
0.247
0.061
1942
147
0D+0.75L+0.75W
-1064.79
-10.34
00.00
0.00
0.247
0.006
0.000
0.000
0.247
0.061
2759
275
1.3454
D+0.75L+0.75W
-999.57
0.00
00.00
6.95
0.232
0.000
0.000
0.014
0.246
0.069
1634
114
1.3454
0.6D+W
-1023.29
0.00
00.00
4.17
0.237
0.000
0.000
0.009
0.246
0.066
2554
243
0D+0.75L+0.75W
-1051.43
-10.34
00.00
0.00
0.244
0.006
0.000
0.000
0.244
0.059
1635
114
2.6907
0.6D+W
-1030.18
6.20
00.00
0.00
0.239
0.003
0.000
0.000
0.239
0.057
1633
114
00.6D+W
-1016.4
-6.20
00.00
0.00
0.236
0.003
0.000
0.000
0.236
0.056
2760
275
2.6907
D+0.75L+0.75W
-1011.05
10.34
00.00
0.00
0.234
0.006
0.000
0.000
0.234
0.055
2758
275
0D+0.75L+0.75W
-988.08
-10.34
00.00
0.00
0.229
0.006
0.000
0.000
0.229
0.052
2960
339
1.3454
0.6D+W
-892.54
0.00
00.00
4.17
0.207
0.000
0.000
0.009
0.216
0.052
2051
158
1.3454
D+0.7EQX+0.21EQY
-851.82
0.00
00.00
6.95
0.197
0.000
0.000
0.014
0.212
0.054
2057
158
1.3454
D-0.7EQX+0.21EQY
-851.82
0.00
00.00
6.95
0.197
0.000
0.000
0.014
0.212
0.054
2063
158
1.3454
D+0.7EQX-0.21EQY
-851.82
0.00
00.00
6.95
0.197
0.000
0.000
0.014
0.212
0.054
2153
179
1.3454
D+0.7EQX+0.21EQY
-851.82
0.00
00.00
6.95
0.197
0.000
0.000
0.014
0.212
0.054
2159
179
1.3454
D-0.7EQX+0.21EQY
-851.82
0.00
00.00
6.95
0.197
0.000
0.000
0.014
0.212
0.054
2165
179
1.3454
D+0.7EQX-0.21EQY
-851.82
0.00
00.00
6.95
0.197
0.000
0.000
0.014
0.212
0.054
2961
339
2.6907
0.6D+W
-899.44
6.20
00.00
0.00
0.208
0.003
0.000
0.000
0.208
0.043
2255
190
1.3454
D+0.7EQX+0.21EQY
-836.78
0.00
00.00
6.95
0.194
0.000
0.000
0.014
0.208
0.053
2261
190
1.3454
D-0.7EQX+0.21EQY
-836.78
0.00
00.00
6.95
0.194
0.000
0.000
0.014
0.208
0.053
2267
190
1.3454
D+0.7EQX-0.21EQY
-836.78
0.00
00.00
6.95
0.194
0.000
0.000
0.014
0.208
0.053
2357
211
1.3454
D+0.7EQX+0.21EQY
-836.78
0.00
00.00
6.95
0.194
0.000
0.000
0.014
0.208
0.053
2363
211
1.3454
D-0.7EQX+0.21EQY
-836.78
0.00
00.00
6.95
0.194
0.000
0.000
0.014
0.208
0.053
2369
211
1.3454
D+0.7EQX-0.21EQY
-836.78
0.00
00.00
6.95
0.194
0.000
0.000
0.014
0.208
0.053
2959
339
00.6D+W
-885.65
-6.20
00.00
0.00
0.205
0.003
0.000
0.000
0.205
0.042
2111
158
1.34540.6D+0.7EQX+0.21EQY
-843.49
0.00
00.00
4.17
0.196
0.000
0.000
0.009
0.204
0.047
2117
158
1.34540.6D+0.7EQX-0.21EQY
-843.49
0.00
00.00
4.17
0.196
0.000
0.000
0.009
0.204
0.047
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:15
Co
mp
resi
ón
:4314.0
kg
Flex
ión
M2:
482.9
kg.m
cmTe
nsi
ón
:20450.0
kg
Flex
ión
M3:
482.9
kg.m
C
ort
ante
:1869.0
kg
Re:
4.5
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:15
2123
158
1.34540.6D-0.7EQX+0.21EQY
-843.49
0.00
00.00
4.17
0.196
0.000
0.000
0.009
0.204
0.047
2213
179
1.34540.6D+0.7EQX+0.21EQY
-843.49
0.00
00.00
4.17
0.196
0.000
0.000
0.009
0.204
0.047
2219
179
1.34540.6D+0.7EQX-0.21EQY
-843.49
0.00
00.00
4.17
0.196
0.000
0.000
0.009
0.204
0.047
2225
179
1.34540.6D-0.7EQX+0.21EQY
-843.49
0.00
00.00
4.17
0.196
0.000
0.000
0.009
0.204
0.047
2315
190
1.34540.6D+0.7EQX+0.21EQY
-828.2
0.00
00.00
4.17
0.192
0.000
0.000
0.009
0.201
0.046
2321
190
1.34540.6D+0.7EQX-0.21EQY
-828.2
0.00
00.00
4.17
0.192
0.000
0.000
0.009
0.201
0.046
2327
190
1.34540.6D-0.7EQX+0.21EQY
-828.2
0.00
00.00
4.17
0.192
0.000
0.000
0.009
0.201
0.046
2417
211
1.34540.6D+0.7EQX+0.21EQY
-828.2
0.00
00.00
4.17
0.192
0.000
0.000
0.009
0.201
0.046
2423
211
1.34540.6D+0.7EQX-0.21EQY
-828.2
0.00
00.00
4.17
0.192
0.000
0.000
0.009
0.201
0.046
2429
211
1.34540.6D-0.7EQX+0.21EQY
-828.2
0.00
00.00
4.17
0.192
0.000
0.000
0.009
0.201
0.046
2050
158
0D+0.7EQX+0.21EQY
-863.31
-10.34
00.00
0.00
0.200
0.006
0.000
0.000
0.200
0.040
2056
158
0D-0.7EQX+0.21EQY
-863.31
-10.34
00.00
0.00
0.200
0.006
0.000
0.000
0.200
0.040
2062
158
0D+0.7EQX-0.21EQY
-863.31
-10.34
00.00
0.00
0.200
0.006
0.000
0.000
0.200
0.040
2154
179
2.6907
D+0.7EQX+0.21EQY
-863.31
10.34
00.00
0.00
0.200
0.006
0.000
0.000
0.200
0.040
2160
179
2.6907
D-0.7EQX+0.21EQY
-863.31
10.34
00.00
0.00
0.200
0.006
0.000
0.000
0.200
0.040
2166
179
2.6907
D+0.7EQX-0.21EQY
-863.31
10.34
00.00
0.00
0.200
0.006
0.000
0.000
0.200
0.040
1847
126
1.3454
D+0.7EQX+0.21EQY
-797.89
0.00
00.00
6.95
0.185
0.000
0.000
0.014
0.199
0.049
1853
126
1.3454
D-0.7EQX+0.21EQY
-797.89
0.00
00.00
6.95
0.185
0.000
0.000
0.014
0.199
0.049
1859
126
1.3454
D+0.7EQX-0.21EQY
-797.89
0.00
00.00
6.95
0.185
0.000
0.000
0.014
0.199
0.049
1949
147
1.3454
D+0.7EQX+0.21EQY
-797.89
0.00
00.00
6.95
0.185
0.000
0.000
0.014
0.199
0.049
1955
147
1.3454
D-0.7EQX+0.21EQY
-797.89
0.00
00.00
6.95
0.185
0.000
0.000
0.014
0.199
0.049
1961
147
1.3454
D+0.7EQX-0.21EQY
-797.89
0.00
00.00
6.95
0.185
0.000
0.000
0.014
0.199
0.049
2110
158
00.6D+0.7EQX+0.21EQY
-850.38
-6.20
00.00
0.00
0.197
0.003
0.000
0.000
0.197
0.039
2116
158
00.6D+0.7EQX-0.21EQY
-850.38
-6.20
00.00
0.00
0.197
0.003
0.000
0.000
0.197
0.039
2122
158
00.6D-0.7EQX+0.21EQY
-850.38
-6.20
00.00
0.00
0.197
0.003
0.000
0.000
0.197
0.039
2214
179
2.69070.6D+0.7EQX+0.21EQY
-850.38
6.20
00.00
0.00
0.197
0.003
0.000
0.000
0.197
0.039
2220
179
2.69070.6D+0.7EQX-0.21EQY
-850.38
6.20
00.00
0.00
0.197
0.003
0.000
0.000
0.197
0.039
2226
179
2.69070.6D-0.7EQX+0.21EQY
-850.38
6.20
00.00
0.00
0.197
0.003
0.000
0.000
0.197
0.039
2254
190
0D+0.7EQX+0.21EQY
-848.26
-10.34
00.00
0.00
0.197
0.006
0.000
0.000
0.197
0.039
2260
190
0D-0.7EQX+0.21EQY
-848.26
-10.34
00.00
0.00
0.197
0.006
0.000
0.000
0.197
0.039
2266
190
0D+0.7EQX-0.21EQY
-848.26
-10.34
00.00
0.00
0.197
0.006
0.000
0.000
0.197
0.039
2358
211
2.6907
D+0.7EQX+0.21EQY
-848.26
10.34
00.00
0.00
0.197
0.006
0.000
0.000
0.197
0.039
2364
211
2.6907
D-0.7EQX+0.21EQY
-848.26
10.34
00.00
0.00
0.197
0.006
0.000
0.000
0.197
0.039
2370
211
2.6907
D+0.7EQX-0.21EQY
-848.26
10.34
00.00
0.00
0.197
0.006
0.000
0.000
0.197
0.039
1637
114
1.3454
D+0.75L+0.75W
-778.33
0.00
00.00
6.95
0.180
0.000
0.000
0.014
0.195
0.048
2052
158
2.6907
D+0.7EQX+0.21EQY
-840.34
10.34
00.00
0.00
0.195
0.006
0.000
0.000
0.195
0.038
2058
158
2.6907
D-0.7EQX+0.21EQY
-840.34
10.34
00.00
0.00
0.195
0.006
0.000
0.000
0.195
0.038
2064
158
2.6907
D+0.7EQX-0.21EQY
-840.34
10.34
00.00
0.00
0.195
0.006
0.000
0.000
0.195
0.038
2152
179
0D+0.7EQX+0.21EQY
-840.34
-10.34
00.00
0.00
0.195
0.006
0.000
0.000
0.195
0.038
2158
179
0D-0.7EQX+0.21EQY
-840.34
-10.34
00.00
0.00
0.195
0.006
0.000
0.000
0.195
0.038
2164
179
0D+0.7EQX-0.21EQY
-840.34
-10.34
00.00
0.00
0.195
0.006
0.000
0.000
0.195
0.038
2112
158
2.69070.6D+0.7EQX+0.21EQY
-836.6
6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.038
2118
158
2.69070.6D+0.7EQX-0.21EQY
-836.6
6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.038
2124
158
2.69070.6D-0.7EQX+0.21EQY
-836.6
6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.038
2212
179
00.6D+0.7EQX+0.21EQY
-836.6
-6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.038
2218
179
00.6D+0.7EQX-0.21EQY
-836.6
-6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.038
2224
179
00.6D-0.7EQX+0.21EQY
-836.6
-6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.038
2314
190
00.6D+0.7EQX+0.21EQY
-835.09
-6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.037
2320
190
00.6D+0.7EQX-0.21EQY
-835.09
-6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.037
2326
190
00.6D-0.7EQX+0.21EQY
-835.09
-6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.037
Co
mp
resi
ón
:4314.0
kg
Flex
ión
M2:
482.9
kg.m
cmTe
nsi
ón
:20450.0
kg
Flex
ión
M3:
482.9
kg.m
C
ort
ante
:1869.0
kg
Re:
4.5
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:15
2418
211
2.69070.6D+0.7EQX+0.21EQY
-835.09
6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.037
2424
211
2.69070.6D+0.7EQX-0.21EQY
-835.09
6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.037
2430
211
2.69070.6D-0.7EQX+0.21EQY
-835.09
6.20
00.00
0.00
0.194
0.003
0.000
0.000
0.194
0.037
1907
126
1.34540.6D+0.7EQX+0.21EQY
-789.15
0.00
00.00
4.17
0.183
0.000
0.000
0.009
0.192
0.043
1913
126
1.34540.6D+0.7EQX-0.21EQY
-789.15
0.00
00.00
4.17
0.183
0.000
0.000
0.009
0.192
0.043
1919
126
1.34540.6D-0.7EQX+0.21EQY
-789.15
0.00
00.00
4.17
0.183
0.000
0.000
0.009
0.192
0.043
2009
147
1.34540.6D+0.7EQX+0.21EQY
-789.15
0.00
00.00
4.17
0.183
0.000
0.000
0.009
0.192
0.043
2015
147
1.34540.6D+0.7EQX-0.21EQY
-789.15
0.00
00.00
4.17
0.183
0.000
0.000
0.009
0.192
0.043
2021
147
1.34540.6D-0.7EQX+0.21EQY
-789.15
0.00
00.00
4.17
0.183
0.000
0.000
0.009
0.192
0.043
2256
190
2.6907
D+0.7EQX+0.21EQY
-825.29
10.34
00.00
0.00
0.191
0.006
0.000
0.000
0.191
0.037
2262
190
2.6907
D-0.7EQX+0.21EQY
-825.29
10.34
00.00
0.00
0.191
0.006
0.000
0.000
0.191
0.037
2268
190
2.6907
D+0.7EQX-0.21EQY
-825.29
10.34
00.00
0.00
0.191
0.006
0.000
0.000
0.191
0.037
2356
211
0D+0.7EQX+0.21EQY
-825.29
-10.34
00.00
0.00
0.191
0.006
0.000
0.000
0.191
0.037
2362
211
0D-0.7EQX+0.21EQY
-825.29
-10.34
00.00
0.00
0.191
0.006
0.000
0.000
0.191
0.037
2368
211
0D+0.7EQX-0.21EQY
-825.29
-10.34
00.00
0.00
0.191
0.006
0.000
0.000
0.191
0.037
2316
190
2.69070.6D+0.7EQX+0.21EQY
-821.31
6.20
00.00
0.00
0.190
0.003
0.000
0.000
0.190
0.036
2322
190
2.69070.6D+0.7EQX-0.21EQY
-821.31
6.20
00.00
0.00
0.190
0.003
0.000
0.000
0.190
0.036
2328
190
2.69070.6D-0.7EQX+0.21EQY
-821.31
6.20
00.00
0.00
0.190
0.003
0.000
0.000
0.190
0.036
2416
211
00.6D+0.7EQX+0.21EQY
-821.31
-6.20
00.00
0.00
0.190
0.003
0.000
0.000
0.190
0.036
2422
211
00.6D+0.7EQX-0.21EQY
-821.31
-6.20
00.00
0.00
0.190
0.003
0.000
0.000
0.190
0.036
2428
211
00.6D-0.7EQX+0.21EQY
-821.31
-6.20
00.00
0.00
0.190
0.003
0.000
0.000
0.190
0.036
1846
126
0D+0.7EQX+0.21EQY
-809.38
-10.34
00.00
0.00
0.188
0.006
0.000
0.000
0.188
0.035
1852
126
0D-0.7EQX+0.21EQY
-809.38
-10.34
00.00
0.00
0.188
0.006
0.000
0.000
0.188
0.035
1858
126
0D+0.7EQX-0.21EQY
-809.38
-10.34
00.00
0.00
0.188
0.006
0.000
0.000
0.188
0.035
1950
147
2.6907
D+0.7EQX+0.21EQY
-809.38
10.34
00.00
0.00
0.188
0.006
0.000
0.000
0.188
0.035
1956
147
2.6907
D-0.7EQX+0.21EQY
-809.38
10.34
00.00
0.00
0.188
0.006
0.000
0.000
0.188
0.035
1962
147
2.6907
D+0.7EQX-0.21EQY
-809.38
10.34
00.00
0.00
0.188
0.006
0.000
0.000
0.188
0.035
1906
126
00.6D+0.7EQX+0.21EQY
-796.05
-6.20
00.00
0.00
0.185
0.003
0.000
0.000
0.185
0.034
1912
126
00.6D+0.7EQX-0.21EQY
-796.05
-6.20
00.00
0.00
0.185
0.003
0.000
0.000
0.185
0.034
1918
126
00.6D-0.7EQX+0.21EQY
-796.05
-6.20
00.00
0.00
0.185
0.003
0.000
0.000
0.185
0.034
2010
147
2.69070.6D+0.7EQX+0.21EQY
-796.05
6.20
00.00
0.00
0.185
0.003
0.000
0.000
0.185
0.034
2016
147
2.69070.6D+0.7EQX-0.21EQY
-796.05
6.20
00.00
0.00
0.185
0.003
0.000
0.000
0.185
0.034
2022
147
2.69070.6D-0.7EQX+0.21EQY
-796.05
6.20
00.00
0.00
0.185
0.003
0.000
0.000
0.185
0.034
1638
114
2.6907
D+0.75L+0.75W
-789.82
10.34
00.00
0.00
0.183
0.006
0.000
0.000
0.183
0.034
1848
126
2.6907
D+0.7EQX+0.21EQY
-786.4
10.34
00.00
0.00
0.182
0.006
0.000
0.000
0.182
0.033
1854
126
2.6907
D-0.7EQX+0.21EQY
-786.4
10.34
00.00
0.00
0.182
0.006
0.000
0.000
0.182
0.033
1860
126
2.6907
D+0.7EQX-0.21EQY
-786.4
10.34
00.00
0.00
0.182
0.006
0.000
0.000
0.182
0.033
1948
147
0D+0.7EQX+0.21EQY
-786.4
-10.34
00.00
0.00
0.182
0.006
0.000
0.000
0.182
0.033
1954
147
0D-0.7EQX+0.21EQY
-786.4
-10.34
00.00
0.00
0.182
0.006
0.000
0.000
0.182
0.033
1960
147
0D+0.7EQX-0.21EQY
-786.4
-10.34
00.00
0.00
0.182
0.006
0.000
0.000
0.182
0.033
1908
126
2.69070.6D+0.7EQX+0.21EQY
-782.26
6.20
00.00
0.00
0.181
0.003
0.000
0.000
0.181
0.033
1914
126
2.69070.6D+0.7EQX-0.21EQY
-782.26
6.20
00.00
0.00
0.181
0.003
0.000
0.000
0.181
0.033
1920
126
2.69070.6D-0.7EQX+0.21EQY
-782.26
6.20
00.00
0.00
0.181
0.003
0.000
0.000
0.181
0.033
2008
147
00.6D+0.7EQX+0.21EQY
-782.26
-6.20
00.00
0.00
0.181
0.003
0.000
0.000
0.181
0.033
2014
147
00.6D+0.7EQX-0.21EQY
-782.26
-6.20
00.00
0.00
0.181
0.003
0.000
0.000
0.181
0.033
2020
147
00.6D-0.7EQX+0.21EQY
-782.26
-6.20
00.00
0.00
0.181
0.003
0.000
0.000
0.181
0.033
845
78
2.6
D+0.7EQY+0.21EQX
-451.51
0.00
00.00
35.84
0.105
0.000
0.000
0.074
0.179
0.088
851
78
2.6
D-0.7EQY+0.21EQX
-451.51
0.00
00.00
35.84
0.105
0.000
0.000
0.074
0.179
0.088
857
78
2.6
D+0.7EQY-0.21EQX
-451.51
0.00
00.00
35.84
0.105
0.000
0.000
0.074
0.179
0.088
1763
119
2.6
D+0.7EQY+0.21EQX
-451.51
0.00
00.00
35.84
0.105
0.000
0.000
0.074
0.179
0.088
Co
mp
resi
ón
:4314.0
kg
Flex
ión
M2:
482.9
kg.m
cmTe
nsi
ón
:20450.0
kg
Flex
ión
M3:
482.9
kg.m
C
ort
ante
:1869.0
kg
Re:
4.5
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:15
1769
119
2.6
D-0.7EQY+0.21EQX
-451.51
0.00
00.00
35.84
0.105
0.000
0.000
0.074
0.179
0.088
1775
119
2.6
D+0.7EQY-0.21EQX
-451.51
0.00
00.00
35.84
0.105
0.000
0.000
0.074
0.179
0.088
743
77
2.6
D+0.7EQY+0.21EQX
-448.99
0.00
00.00
35.84
0.104
0.000
0.000
0.074
0.178
0.087
749
77
2.6
D-0.7EQY+0.21EQX
-448.99
0.00
00.00
35.84
0.104
0.000
0.000
0.074
0.178
0.087
755
77
2.6
D+0.7EQY-0.21EQX
-448.99
0.00
00.00
35.84
0.104
0.000
0.000
0.074
0.178
0.087
1559
103
2.6
D+0.7EQY+0.21EQX
-448.99
0.00
00.00
35.84
0.104
0.000
0.000
0.074
0.178
0.087
1565
103
2.6
D-0.7EQY+0.21EQX
-448.99
0.00
00.00
35.84
0.104
0.000
0.000
0.074
0.178
0.087
1571
103
2.6
D+0.7EQY-0.21EQX
-448.99
0.00
00.00
35.84
0.104
0.000
0.000
0.074
0.178
0.087
1636
114
0D+0.75L+0.75W
-766.85
-10.34
00.00
0.00
0.178
0.006
0.000
0.000
0.178
0.032
131
70
2.6
D+0.7EQY+0.21EQX
-442.53
0.00
00.00
35.84
0.103
0.000
0.000
0.074
0.177
0.087
137
70
2.6
D-0.7EQY+0.21EQX
-442.53
0.00
00.00
35.84
0.103
0.000
0.000
0.074
0.177
0.087
143
70
2.6
D+0.7EQY-0.21EQX
-442.53
0.00
00.00
35.84
0.103
0.000
0.000
0.074
0.177
0.087
947
93
2.6
D+0.7EQY+0.21EQX
-442.53
0.00
00.00
35.84
0.103
0.000
0.000
0.074
0.177
0.087
953
93
2.6
D-0.7EQY+0.21EQX
-442.53
0.00
00.00
35.84
0.103
0.000
0.000
0.074
0.177
0.087
959
93
2.6
D+0.7EQY-0.21EQX
-442.53
0.00
00.00
35.84
0.103
0.000
0.000
0.074
0.177
0.087
233
71
2.6
D+0.7EQY+0.21EQX
-441.23
0.00
00.00
35.84
0.102
0.000
0.000
0.074
0.176
0.087
239
71
2.6
D-0.7EQY+0.21EQX
-441.23
0.00
00.00
35.84
0.102
0.000
0.000
0.074
0.176
0.087
245
71
2.6
D+0.7EQY-0.21EQX
-441.23
0.00
00.00
35.84
0.102
0.000
0.000
0.074
0.176
0.087
1049
94
2.6
D+0.7EQY+0.21EQX
-441.23
0.00
00.00
35.84
0.102
0.000
0.000
0.074
0.176
0.087
1055
94
2.6
D-0.7EQY+0.21EQX
-441.23
0.00
00.00
35.84
0.102
0.000
0.000
0.074
0.176
0.087
1061
94
2.6
D+0.7EQY-0.21EQX
-441.23
0.00
00.00
35.84
0.102
0.000
0.000
0.074
0.176
0.087
2459
222
1.3454
D+0.7EQX+0.21EQY
-695.52
0.00
00.00
6.95
0.161
0.000
0.000
0.014
0.176
0.041
2465
222
1.3454
D-0.7EQX+0.21EQY
-695.52
0.00
00.00
6.95
0.161
0.000
0.000
0.014
0.176
0.041
2471
222
1.3454
D+0.7EQX-0.21EQY
-695.52
0.00
00.00
6.95
0.161
0.000
0.000
0.014
0.176
0.041
2561
243
1.3454
D+0.7EQX+0.21EQY
-695.52
0.00
00.00
6.95
0.161
0.000
0.000
0.014
0.176
0.041
2567
243
1.3454
D-0.7EQX+0.21EQY
-695.52
0.00
00.00
6.95
0.161
0.000
0.000
0.014
0.176
0.041
2573
243
1.3454
D+0.7EQX-0.21EQY
-695.52
0.00
00.00
6.95
0.161
0.000
0.000
0.014
0.176
0.041
641
76
2.6
D+0.7EQY+0.21EQX
-429.45
0.00
00.00
35.84
0.100
0.000
0.000
0.074
0.174
0.086
647
76
2.6
D-0.7EQY+0.21EQX
-429.45
0.00
00.00
35.84
0.100
0.000
0.000
0.074
0.174
0.086
653
76
2.6
D+0.7EQY-0.21EQX
-429.45
0.00
00.00
35.84
0.100
0.000
0.000
0.074
0.174
0.086
1457
98
2.6
D+0.7EQY+0.21EQX
-429.45
0.00
00.00
35.84
0.100
0.000
0.000
0.074
0.174
0.086
1463
98
2.6
D-0.7EQY+0.21EQX
-429.45
0.00
00.00
35.84
0.100
0.000
0.000
0.074
0.174
0.086
1469
98
2.6
D+0.7EQY-0.21EQX
-429.45
0.00
00.00
35.84
0.100
0.000
0.000
0.074
0.174
0.086
437
73
2.6
D+0.7EQY+0.21EQX
-428.75
0.00
00.00
35.84
0.099
0.000
0.000
0.074
0.174
0.086
443
73
2.6
D-0.7EQY+0.21EQX
-428.75
0.00
00.00
35.84
0.099
0.000
0.000
0.074
0.174
0.086
449
73
2.6
D+0.7EQY-0.21EQX
-428.75
0.00
00.00
35.84
0.099
0.000
0.000
0.074
0.174
0.086
1151
95
2.6
D+0.7EQY+0.21EQX
-428.75
0.00
00.00
35.84
0.099
0.000
0.000
0.074
0.174
0.086
1157
95
2.6
D-0.7EQY+0.21EQX
-428.75
0.00
00.00
35.84
0.099
0.000
0.000
0.074
0.174
0.086
1163
95
2.6
D+0.7EQY-0.21EQX
-428.75
0.00
00.00
35.84
0.099
0.000
0.000
0.074
0.174
0.086
2963
339
1.3454
D+0.75L+0.75W
-676.7
0.00
00.00
6.95
0.157
0.000
0.000
0.014
0.171
0.040
2519
222
1.34540.6D+0.7EQX+0.21EQY
-687.22
0.00
00.00
4.17
0.159
0.000
0.000
0.009
0.168
0.034
2525
222
1.34540.6D+0.7EQX-0.21EQY
-687.22
0.00
00.00
4.17
0.159
0.000
0.000
0.009
0.168
0.034
2531
222
1.34540.6D-0.7EQX+0.21EQY
-687.22
0.00
00.00
4.17
0.159
0.000
0.000
0.009
0.168
0.034
2621
243
1.34540.6D+0.7EQX+0.21EQY
-687.22
0.00
00.00
4.17
0.159
0.000
0.000
0.009
0.168
0.034
2627
243
1.34540.6D+0.7EQX-0.21EQY
-687.22
0.00
00.00
4.17
0.159
0.000
0.000
0.009
0.168
0.034
2633
243
1.34540.6D-0.7EQX+0.21EQY
-687.22
0.00
00.00
4.17
0.159
0.000
0.000
0.009
0.168
0.034
875
78
2.6
D+0.75L+0.525EQY
-404.08
0.00
00.00
35.84
0.094
0.000
0.000
0.074
0.168
0.085
881
78
2.6
D+0.75L-0.525EQY
-404.08
0.00
00.00
35.84
0.094
0.000
0.000
0.074
0.168
0.085
1793
119
2.6
D+0.75L+0.525EQY
-404.08
0.00
00.00
35.84
0.094
0.000
0.000
0.074
0.168
0.085
1799
119
2.6
D+0.75L-0.525EQY
-404.08
0.00
00.00
35.84
0.094
0.000
0.000
0.074
0.168
0.085
Co
mp
resi
ón
:4314.0
kg
Flex
ión
M2:
482.9
kg.m
cmTe
nsi
ón
:20450.0
kg
Flex
ión
M3:
482.9
kg.m
C
ort
ante
:1869.0
kg
Re:
4.5
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:15
773
77
2.6
D+0.75L+0.525EQY
-395.86
0.00
00.00
35.84
0.092
0.000
0.000
0.074
0.166
0.085
779
77
2.6
D+0.75L-0.525EQY
-395.86
0.00
00.00
35.84
0.092
0.000
0.000
0.074
0.166
0.085
1589
103
2.6
D+0.75L+0.525EQY
-395.86
0.00
00.00
35.84
0.092
0.000
0.000
0.074
0.166
0.085
1595
103
2.6
D+0.75L-0.525EQY
-395.86
0.00
00.00
35.84
0.092
0.000
0.000
0.074
0.166
0.085
2087
158
1.3454
D+0.75L+0.525EQX
-652.18
0.00
00.00
6.95
0.151
0.000
0.000
0.014
0.166
0.038
2093
158
1.3454
D+0.75L-0.525EQX
-652.18
0.00
00.00
6.95
0.151
0.000
0.000
0.014
0.166
0.038
2189
179
1.3454
D+0.75L+0.525EQX
-652.18
0.00
00.00
6.95
0.151
0.000
0.000
0.014
0.166
0.038
2195
179
1.3454
D+0.75L-0.525EQX
-652.18
0.00
00.00
6.95
0.151
0.000
0.000
0.014
0.166
0.038
2458
222
0D+0.7EQX+0.21EQY
-707.01
-10.34
00.00
0.00
0.164
0.006
0.000
0.000
0.164
0.027
2464
222
0D-0.7EQX+0.21EQY
-707.01
-10.34
00.00
0.00
0.164
0.006
0.000
0.000
0.164
0.027
2470
222
0D+0.7EQX-0.21EQY
-707.01
-10.34
00.00
0.00
0.164
0.006
0.000
0.000
0.164
0.027
2562
243
2.6907
D+0.7EQX+0.21EQY
-707.01
10.34
00.00
0.00
0.164
0.006
0.000
0.000
0.164
0.027
2568
243
2.6907
D-0.7EQX+0.21EQY
-707.01
10.34
00.00
0.00
0.164
0.006
0.000
0.000
0.164
0.027
2574
243
2.6907
D+0.7EQX-0.21EQY
-707.01
10.34
00.00
0.00
0.164
0.006
0.000
0.000
0.164
0.027
2291
190
1.3454
D+0.75L+0.525EQX
-641.99
0.00
00.00
6.95
0.149
0.000
0.000
0.014
0.163
0.037
2297
190
1.3454
D+0.75L-0.525EQX
-641.99
0.00
00.00
6.95
0.149
0.000
0.000
0.014
0.163
0.037
2393
211
1.3454
D+0.75L+0.525EQX
-641.99
0.00
00.00
6.95
0.149
0.000
0.000
0.014
0.163
0.037
2399
211
1.3454
D+0.75L-0.525EQX
-641.99
0.00
00.00
6.95
0.149
0.000
0.000
0.014
0.163
0.037
161
70
2.6
D+0.75L+0.525EQY
-378.71
0.00
00.00
35.84
0.088
0.000
0.000
0.074
0.162
0.084
167
70
2.6
D+0.75L-0.525EQY
-378.71
0.00
00.00
35.84
0.088
0.000
0.000
0.074
0.162
0.084
977
93
2.6
D+0.75L+0.525EQY
-378.71
0.00
00.00
35.84
0.088
0.000
0.000
0.074
0.162
0.084
983
93
2.6
D+0.75L-0.525EQY
-378.71
0.00
00.00
35.84
0.088
0.000
0.000
0.074
0.162
0.084
2518
222
00.6D+0.7EQX+0.21EQY
-694.11
-6.20
00.00
0.00
0.161
0.003
0.000
0.000
0.161
0.026
2524
222
00.6D+0.7EQX-0.21EQY
-694.11
-6.20
00.00
0.00
0.161
0.003
0.000
0.000
0.161
0.026
2530
222
00.6D-0.7EQX+0.21EQY
-694.11
-6.20
00.00
0.00
0.161
0.003
0.000
0.000
0.161
0.026
2622
243
2.69070.6D+0.7EQX+0.21EQY
-694.11
6.20
00.00
0.00
0.161
0.003
0.000
0.000
0.161
0.026
2628
243
2.69070.6D+0.7EQX-0.21EQY
-694.11
6.20
00.00
0.00
0.161
0.003
0.000
0.000
0.161
0.026
2634
243
2.69070.6D-0.7EQX+0.21EQY
-694.11
6.20
00.00
0.00
0.161
0.003
0.000
0.000
0.161
0.026
263
71
2.6
D+0.75L+0.525EQY
-373.25
0.00
00.00
35.84
0.087
0.000
0.000
0.074
0.161
0.084
269
71
2.6
D+0.75L-0.525EQY
-373.25
0.00
00.00
35.84
0.087
0.000
0.000
0.074
0.161
0.084
1079
94
2.6
D+0.75L+0.525EQY
-373.25
0.00
00.00
35.84
0.087
0.000
0.000
0.074
0.161
0.084
1085
94
2.6
D+0.75L-0.525EQY
-373.25
0.00
00.00
35.84
0.087
0.000
0.000
0.074
0.161
0.084
2964
339
2.6907
D+0.75L+0.75W
-688.18
10.34
00.00
0.00
0.160
0.006
0.000
0.000
0.160
0.025
2460
222
2.6907
D+0.7EQX+0.21EQY
-684.04
10.34
00.00
0.00
0.159
0.006
0.000
0.000
0.159
0.025
2466
222
2.6907
D-0.7EQX+0.21EQY
-684.04
10.34
00.00
0.00
0.159
0.006
0.000
0.000
0.159
0.025
2472
222
2.6907
D+0.7EQX-0.21EQY
-684.04
10.34
00.00
0.00
0.159
0.006
0.000
0.000
0.159
0.025
2560
243
0D+0.7EQX+0.21EQY
-684.04
-10.34
00.00
0.00
0.159
0.006
0.000
0.000
0.159
0.025
2566
243
0D-0.7EQX+0.21EQY
-684.04
-10.34
00.00
0.00
0.159
0.006
0.000
0.000
0.159
0.025
2572
243
0D+0.7EQX-0.21EQY
-684.04
-10.34
00.00
0.00
0.159
0.006
0.000
0.000
0.159
0.025
569
75
2.6
D+0.75L+0.525EQY
-361.16
0.00
00.00
35.84
0.084
0.000
0.000
0.074
0.158
0.083
575
75
2.6
D+0.75L-0.525EQY
-361.16
0.00
00.00
35.84
0.084
0.000
0.000
0.074
0.158
0.083
1385
97
2.6
D+0.75L+0.525EQY
-361.16
0.00
00.00
35.84
0.084
0.000
0.000
0.074
0.158
0.083
1391
97
2.6
D+0.75L-0.525EQY
-361.16
0.00
00.00
35.84
0.084
0.000
0.000
0.074
0.158
0.083
2520
222
2.69070.6D+0.7EQX+0.21EQY
-680.33
6.20
00.00
0.00
0.158
0.003
0.000
0.000
0.158
0.025
2526
222
2.69070.6D+0.7EQX-0.21EQY
-680.33
6.20
00.00
0.00
0.158
0.003
0.000
0.000
0.158
0.025
2532
222
2.69070.6D-0.7EQX+0.21EQY
-680.33
6.20
00.00
0.00
0.158
0.003
0.000
0.000
0.158
0.025
2620
243
00.6D+0.7EQX+0.21EQY
-680.33
-6.20
00.00
0.00
0.158
0.003
0.000
0.000
0.158
0.025
2626
243
00.6D+0.7EQX-0.21EQY
-680.33
-6.20
00.00
0.00
0.158
0.003
0.000
0.000
0.158
0.025
2632
243
00.6D-0.7EQX+0.21EQY
-680.33
-6.20
00.00
0.00
0.158
0.003
0.000
0.000
0.158
0.025
365
72
2.6
D+0.75L+0.525EQY
-359.7
0.00
00.00
35.84
0.083
0.000
0.000
0.074
0.158
0.083
Co
mp
resi
ón
:4314.0
kg
Flex
ión
M2:
482.9
kg.m
cmTe
nsi
ón
:20450.0
kg
Flex
ión
M3:
482.9
kg.m
C
ort
ante
:1869.0
kg
Re:
4.5
#Fr
ame
Stat
ion
Ou
tpu
tCas
eP
V2
V3
M2
M3
(1)
Pac
t/P
r(2
) V
act/
Vr
(3)
M2a
ct/M
2r(4
) M
3act
/M3r
(1)+
(3)+
(4)
G.5
.2#
Text
mText
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)(Adim
)
TAB
LE:
Elem
ent
Forc
es -
Fra
mes
IND
ICES
CA
RG
AS
DE
DIS
EÑO
- S
ISM
O Y
VIE
NTO
SEC
CIÓ
N:
CIR
CU
LAR
DIA
MET
RO
:15
371
72
2.6
D+0.75L-0.525EQY
-359.7
0.00
00.00
35.84
0.083
0.000
0.000
0.074
0.158
0.083
1283
96
2.6
D+0.75L+0.525EQY
-359.7
0.00
00.00
35.84
0.083
0.000
0.000
0.074
0.158
0.083
1289
96
2.6
D+0.75L-0.525EQY
-359.7
0.00
00.00
35.84
0.083
0.000
0.000
0.074
0.158
0.083
1883
126
1.3454
D+0.75L+0.525EQX
-614.17
0.00
00.00
6.95
0.142
0.000
0.000
0.014
0.157
0.035
1889
126
1.3454
D+0.75L-0.525EQX
-614.17
0.00
00.00
6.95
0.142
0.000
0.000
0.014
0.157
0.035
1985
147
1.3454
D+0.75L+0.525EQX
-614.17
0.00
00.00
6.95
0.142
0.000
0.000
0.014
0.157
0.035
1991
147
1.3454
D+0.75L-0.525EQX
-614.17
0.00
00.00
6.95
0.142
0.000
0.000
0.014
0.157
0.035
2962
339
0D+0.75L+0.75W
-665.21
-10.34
00.00
0.00
0.154
0.006
0.000
0.000
0.154
0.024
2086
158
0D+0.75L+0.525EQX
-663.67
-10.34
00.00
0.00
0.154
0.006
0.000
0.000
0.154
0.024
2092
158
0D+0.75L-0.525EQX
-663.67
-10.34
00.00
0.00
0.154
0.006
0.000
0.000
0.154
0.024
2190
179
2.6907
D+0.75L+0.525EQX
-663.67
10.34
00.00
0.00
0.154
0.006
0.000
0.000
0.154
0.024
2196
179
2.6907
D+0.75L-0.525EQX
-663.67
10.34
00.00
0.00
0.154
0.006
0.000
0.000
0.154
0.024
2290
190
0D+0.75L+0.525EQX
-653.48
-10.34
00.00
0.00
0.151
0.006
0.000
0.000
0.151
0.023
2296
190
0D+0.75L-0.525EQX
-653.48
-10.34
00.00
0.00
0.151
0.006
0.000
0.000
0.151
0.023
2394
211
2.6907
D+0.75L+0.525EQX
-653.48
10.34
00.00
0.00
0.151
0.006
0.000
0.000
0.151
0.023
2400
211
2.6907
D+0.75L-0.525EQX
-653.48
10.34
00.00
0.00
0.151
0.006
0.000
0.000
0.151
0.023
671
76
2.6
D+0.75L+0.525EQY
-331.63
0.00
00.00
35.84
0.077
0.000
0.000
0.074
0.151
0.082
677
76
2.6
D+0.75L-0.525EQY
-331.63
0.00
00.00
35.84
0.077
0.000
0.000
0.074
0.151
0.082
1487
98
2.6
D+0.75L+0.525EQY
-331.63
0.00
00.00
35.84
0.077
0.000
0.000
0.074
0.151
0.082
1493
98
2.6
D+0.75L-0.525EQY
-331.63
0.00
00.00
35.84
0.077
0.000
0.000
0.074
0.151
0.082
467
73
2.6
D+0.75L+0.525EQY
-330.56
0.00
00.00
35.84
0.077
0.000
0.000
0.074
0.151
0.082
473
73
2.6
D+0.75L-0.525EQY
-330.56
0.00
00.00
35.84
0.077
0.000
0.000
0.074
0.151
0.082
1181
95
2.6
D+0.75L+0.525EQY
-330.56
0.00
00.00
35.84
0.077
0.000
0.000
0.074
0.151
0.082
1187
95
2.6
D+0.75L-0.525EQY
-330.56
0.00
00.00
35.84
0.077
0.000
0.000
0.074
0.151
0.082
2088
158
2.6907
D+0.75L+0.525EQX
-640.7
10.34
00.00
0.00
0.149
0.006
0.000
0.000
0.149
0.022
2094
158
2.6907
D+0.75L-0.525EQX
-640.7
10.34
00.00
0.00
0.149
0.006
0.000
0.000
0.149
0.022
2188
179
0D+0.75L+0.525EQX
-640.7
-10.34
00.00
0.00
0.149
0.006
0.000
0.000
0.149
0.022
2194
179
0D+0.75L-0.525EQX
-640.7
-10.34
00.00
0.00
0.149
0.006
0.000
0.000
0.149
0.022
905
78
2.6
0.6D+0.7EQY+0.21EQX
-441.37
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.147
0.056
911
78
2.6
0.6D+0.7EQY-0.21EQX
-441.37
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.147
0.056
917
78
2.6
0.6D-0.7EQY+0.21EQX
-441.37
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.147
0.056
1823
119
2.6
0.6D+0.7EQY+0.21EQX
-441.37
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.147
0.056
1829
119
2.6
0.6D+0.7EQY-0.21EQX
-441.37
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.147
0.056
1835
119
2.6
0.6D-0.7EQY+0.21EQX
-441.37
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.147
0.056
803
77
2.6
0.6D+0.7EQY+0.21EQX
-439.9
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.146
0.056
809
77
2.6
0.6D+0.7EQY-0.21EQX
-439.9
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.146
0.056
815
77
2.6
0.6D-0.7EQY+0.21EQX
-439.9
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.146
0.056
1619
103
2.6
0.6D+0.7EQY+0.21EQX
-439.9
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.146
0.056
1625
103
2.6
0.6D+0.7EQY-0.21EQX
-439.9
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.146
0.056
1631
103
2.6
0.6D-0.7EQY+0.21EQX
-439.9
0.00
00.00
21.50
0.102
0.000
0.000
0.045
0.146
0.056
2292
190
2.6907
D+0.75L+0.525EQX
-630.51
10.34
00.00
0.00
0.146
0.006
0.000
0.000
0.146
0.021
2298
190
2.6907
D+0.75L-0.525EQX
-630.51
10.34
00.00
0.00
0.146
0.006
0.000
0.000
0.146
0.021
2392
211
0D+0.75L+0.525EQX
-630.51
-10.34
00.00
0.00
0.146
0.006
0.000
0.000
0.146
0.021
2398
211
0D+0.75L-0.525EQX
-630.51
-10.34
00.00
0.00
0.146
0.006
0.000
0.000
0.146
0.021
191
70
2.6
0.6D+0.7EQY+0.21EQX
-434.92
0.00
00.00
21.50
0.101
0.000
0.000
0.045
0.145
0.056
197
70
2.6
0.6D+0.7EQY-0.21EQX
-434.92
0.00
00.00
21.50
0.101
0.000
0.000
0.045
0.145
0.056
203
70
2.6
0.6D-0.7EQY+0.21EQX
-434.92
0.00
00.00
21.50
0.101
0.000
0.000
0.045
0.145
0.056
1007
93
2.6
0.6D+0.7EQY+0.21EQX
-434.92
0.00
00.00
21.50
0.101
0.000
0.000
0.045
0.145
0.056
1013
93
2.6
0.6D+0.7EQY-0.21EQX
-434.92
0.00
00.00
21.50
0.101
0.000
0.000
0.045
0.145
0.056
1019
93
2.6
0.6D-0.7EQY+0.21EQX
-434.92
0.00
00.00
21.50
0.101
0.000
0.000
0.045
0.145
0.056
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
9. UNIONES
ARRIOSTRAMIENTOS PASARELAS (ANTE SOLICITACIONES POR FUERZAS LATERALES)
La unión tiene una capacidad 2263 kg, es decir, 1130 kg provenientes de cada diagonal.
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
10. CIMENTACIÓN
CIENAGA DE MALLORQUIN ECOPARQUE DISTRITO FAMILIAR DOC: ESS-DI2001-PS3M-TIPO -In01
Puerta de Oro - Empresa de Desarrollo del Caribe Vs :00 marzo de 2021
Barranquilla-Colombia
Estructuras Sostenibles S.a. s Tel: 2101102 - 3151177
e-mail: [email protected] - Bogotá-Colombia
Pilotes Diámetro 20cm y de 8 m de profundidad
De acuerdo con el estudio de suelos la capacidad máxima para este tipo de pilote y la profundidad definida es de 7.28 ton, se obtiene un coeficiente de uso máximo de 0.90.