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2. DISEÑO DE LA CUBA
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puesto6 )/2I )(2 cm
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*. ANALISIS DINAMICO
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or estar ubicada en la ciudad de Dorrope> la zona presenta riesgo sismico> siendo necesario :ue la estru analizada para soportar las fuerzas sismicas( 'as paredes de la Cuba deben de ser diseGadas para soportar ademas las presiones hidrostaticas> causad movimiento impulsivo del agua contenida> inducido por la vibraci!n de la estructura( 'as presiones hidrodin5micas son causadas por el impacto del agua contra la pared circular de la cuba> re estas cuando son aceleradas por el movimiento sismico(
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SISTEMA MECANICO EQUIVALENTE
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eso del l=:uido :ue oscila libremente en el reservorio(
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)3(-,
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4. ANALISIS DEL CASTILLO
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PREDIMENSIONADO
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RESERVORIO ELEVADO #(R( &)2)(0* m
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3(-) m
3(-) m
CARA MUERTA
CARA VIVA
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5. ANALISIS SISMICO
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PARAMETROS
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Analisis sismico de un tanque
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6. DISEÑO DEL CASTILLO
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DISEÑO DE LAS VIAS
'os momentos de diseGo de las vigas se obtendran del analisis sismoresistente de la estructura como todas las combinaciones de cargas e7istentes( Dat/ e7e-ae/ ;
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+iagrama Domento Envolvente
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+iagrama de Cortantes
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+el an5lisis sismoresisntente 4A 2***> se obtendra los momentos de empotramiento para cada tramo los momentos envolventesP luego hallar el 5rea de acero con las siguientes f!rmulas6
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Ree-< T-a7/Ge-/a p- C-ta7te $acemos uso de la #9E E*-* capitulo )3( '=mites del espaciamiento del refuerzo por corte6
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+onde6
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Av 6 Es el 5rea de refuerzo por cortante dentro de una distancia I4I proporcional por l 5reas de las ramas del o de los estribos ubicados en el alma( Ree-< T-a7/Ge-/a e7 Ee(e7t/ e -e/,/ta7 "e-
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Analisis sismico de un tanque
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43 % 4% 4%
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DISEÑO DE LAS COLUMNAS
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, 3 2 )
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4e usar5 el siguiente mStodo de an5lisis> apro7imado para columnas cuadradas o rectangulares(
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;!rmulas de BRE4'ER6 +onde6 u % Es la resistencia Qltima en la fle7i!n bia7ial φn7 % Es la resistencia de diseGo para ey % * φny % Es la resistencia de diseGo para e7 % * φno % Es la resistencia de diseGo para e7 % ey % *
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Analisis sismico de un tanque
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Esta ecuaci!n es v5lida para valores de6
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En conclusi!n6
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6? 0.10
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de
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cto de
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a de
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lizar
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Analisis sismico de un tanque
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Analisis sismico de un tanque
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Tanque Elevado Circular 20m3 Uploaded by Cesar Cadenas
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DISEÑO DE TANQUE ELEVADO CIRCULAR DE 20M3
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Analisis sismico de un tanque
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Diseño de Tanque Elevado
Sistema Xcumpich
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