PROYECTO.docx

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ANÁLISIS ESTRUCTURAL AVANZADO

CONTENIDO I.- DESCRIPCIÓN DEL PROYECTO 1.1.- Antecedentes. 1.2.- Objetivos. 1.2.1.- Objetivo general. 1.2.1.- Objetivo específico. 1.3.- Alcance. 1.4.- Localización. 1.4.1.- Macro localización. 1.4.2.- Micro localización.

II.- VISTAS ESTRUCTURALES 2.1.- Fachada principal 2.2.- Isométrico 2.3.- Planta arquitectónica 2.4.- Cortes 2.5.- Losa de Azotea 2.6.- Áreas tributarias de losas.

III.- ACCIONES DE DISEÑO 3.1.- Análisis Estructural 3.2.- Análisis de Cargas Muertas y Vivas 3.2.1.- Cargas Muertas 3.2.2.- Cargas Vivas

ING. VICTOR MANUEL CASTAÑEDA LÓPEZ

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ANÁLISIS ESTRUCTURAL AVANZADO

ING. VICTOR MANUEL CASTAÑEDA LÓPEZ

I.- DESCRIPCIÓN DEL PROYECTO

1.1.- Antecedentes. La importancia de la Educación así como de la construcción es de suma importancia para la actual sociedad creciente que demanda más espacios para solventar los servicios básicos, por lo que la construcción de dicha secundaria es necesaria para esta colonia ubicada en la ciudad de Chihuahua, Chihuahua y que albergara a por lo menos 200 estudiantes de nivel básico.

1.2.- Objetivos. 1.2.1.- Objetivo general.  Analizar el comportamiento compo rtamiento de la estructura estruc tura con una serie de cargas aplicadas entre ellas, cargas vivas, cargas muertas, cargas instantáneas y las cargas por sismo. 1.2.1.- Objetivo específico. Obtener los diagramas de cortantes, momentos, deformación y desplazamientos con respecto a las cargas que son aplicadas a un modelo digital de Análisis estructural dentro del programa STAAD. Pro V8i, donde se busca obtener dichos resultados.

1.3.- Alcance. La presente memoria de cálculo respalda única y exclusivamente el análisis de los elementos antes descritos. Contiene los elementos necesarios para la revisión y el análisis estructural de los elementos que se proponen. Se realizara el análisis estructural utilizando el software denominado Staad. Pro V8i, donde se obtienen las deformaciones, desplazamientos, reacciones y esfuerzos de los elementos analizados

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ANÁLISIS ESTRUCTURAL AVANZADO

ING. VICTOR MANUEL CASTAÑEDA LÓPEZ

1.4.- LOCALIZACIÓN. 1.4.1.- MACROLOCALIZACIÓN ESTADO: CHIHUAHUA

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ANÁLISIS ESTRUCTURAL AVANZADO

ING. VICTOR MANUEL CASTAÑEDA LÓPEZ

1.4.2.- MICROLOCALIZACIÓN

COLONIA LAS QUINTAS

 AVENIDA VENCEREMOS ESQUINA TOMA DE ZACATECAS

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ANÁLISIS ESTRUCTURAL AVANZADO

ING. VICTOR MANUEL CASTAÑEDA LÓPEZ

III.- ACCIONES DE DISEÑO

3.1.- ANÁLISIS ESTRUCTURAL La estructura comprende un edificio de 2 niveles con una altura máxima de 6.85 metros. La cubierta será de losa plana a una altura de 5.80 metros de 10 cm de espesor y la losa de entrepiso de concreto armado de 12 cm de espesor a 3.06 , y estos apoyados sobre vigas de concreto de 0.40 M * 0.20 M y las vigas sobre columnas de 0.30 M * 0.30 M, la cimentación será a base de zapatas aisladas. En el análisis y Diseño estructural se consideran Cargas Muertas, Cargas Vivas, Cargas accidentales y Cargas por Sismos y combinaciones de cargas que serán calculadas con el software Staad.Pro V8i.

DISEÑO POR SISMOS.

Se establecen las bases y los requerimientos generales mínimos en el diseño de las estructuras, para que éstas ofrezcan seguridad adecuada, tal que, ante la acción del sismo máximo probable, no habrá fallas estructurales mayores ni pérdidas de vidas.

ZONIFICACIÓN Para los efectos de estas especificaciones se considerarán las zonas sísmicas establecidas en la Figura 1.1 la regionalización sísmica de la República Mexicana. Para fines de diseño sísmico, el territorio de la República Mexicana se encuentra clasificado en cuatro zonas (ver Tabla 1.1 y Figura 1.1). Estas cuatro zonas denominadas como A, B, C y D, representan zonas de menor a mayor riesgo sísmico y se han definido básicamente en función de la sismicidad propia de cada

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ANÁLISIS ESTRUCTURAL AVANZADO

Para nuestro caso se toma la zona

ING. VICTOR MANUEL CASTAÑEDA LÓPEZ

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IV.- ANÁLISIS Y DISEÑO ESTRUCTURAL CON EL PROGRAMA STAAD.PRO V8i

PERSPECTIVA 3D

CORTE X-X´

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ING. VICTOR MANUEL CASTAÑEDA LÓPEZ

CARGAS APLICADAS A LA ESTRUCTURA

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DESPLAZAMIENTOS

Desplazamientos (Combinación: 1.5 PP + CM + 1.7 CV Max.)

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EJE 1  – TRAMO A-C EN X

COMBINACIÓN (1.5 PP + CM + 1.7 CV Max.)

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CORTANTES

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EJE 2 Y 3  – TRAMO A-D EN X

MOMENTOS (COMBINACIÓN 1.5 PP + CM + 1.7 CV Max.)

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DESPLAZAMIENTOS

EJE A, B y C – TRAMO 1-3 EN Z

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CORTANTES

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EJE D  – TRAMO 2-3 EN Z

COMBINACIÓN (1.5 PP + CM + 1.7 CV Max.) MOMENTOS, CORTANTES Y DEFORMACIÓN.