Descripción: METRADO DE CARGAS PARA PREDIMENSIONAR VIGAS
Descripción completa
metrado colegioDescripción completa
Full description
Descripción completa
HOJA DE CALCULOFull description
informacion
metradoDescripción completa
análisis estructural 1Descripción completa
metrado de cargas de edificacionesDescripción completa
Descripción: Metrado de cargas de elementos estructurales en una edificacion
METRADO DE CARGAS DE COLEGIODescripción completa
metradoDescripción completa
metrado de cargasDescripción completa
Descripción completa
Descripción: METRADO DE CARGAS
DIMENSIONES DEL RESERVORIO Dimensiones (m)
DENOMINACION Diametro del cilindro Altura del cilindro Altura del agua Espesor del cilindro Diametro de la cubierta Altura de cubierta Espesor de la cubierta Radio de la esfera de la cupula
3.5 2.5 2.5 0.15 3.5 0 0.15 0
Angulo barrido de la vertical a la horizontal Espesor del fondo
0 0.25
CALCULO DE CARGA MUERTA
CALCULO DEL PESO DE TECHO DATOS Unidades D t
3 .5 0.15
m m
Concreto
2400
kg/m3
CALCULOS Unidades A V W
1.47 0.22 5 2 8 .9 6
m2 m3 kg
CALCULO DEL PESO DE LAS PAREDES DATOS Unidades R H t
1.75 2 .5 0.15
m m m
Concreto
24 00
kg/m3
CALCULOS Unidades V W
4.30 10320.13
m3 kg
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
CALCULO DEL PESO DEL FONDO DATOS Unidades R t
1.75 0.25
m m
Concreto
24 00
kg/m3
CALCULOS Unidades 2.41 5 7 7 2 .6 8
V W
m3 kg
CALCULO DE CARGA VIVA CALCULO DE LA CARGA VIVA DATOS Unidades CV´ A
1 50 1.47
kg/m2 m2
CALCULOS CV
2 2 0 .4 0
kg
CALCULO DE CARGA SISMICA PESO TOTAL EN LAS PAREDES PA REDES DEL RESERVORIO CARGA MUERTA =
16621.77
kg
CARGA VIVA =
2 2 0 .4 0
kg
Ww=
16842.17
kg
PESO DEL MURO CON INFLUENCIA DEL AGUA DATOS Unidades HL = D= L= H2O =
2 .5 3 .5 1 1 .0 0 10 00
m m m kg/m3
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
ANALISIS (Según metodologia del apendice A del ACI 350.3 -01) ANALISIS SISMICO ESTATICO Calculo de la masa efectiva, según ACI 350.3-01 seccion 9.5.2: Según ACI 350.0-01 seccion 9.5.2 9.5- Coeficiente de masa efectiva 9.5.2- Estanques circulares
En el diseño este valor sera : Peso del muro (Ww) + peso de techo (Wr) Peso del muro (Ww) Peso de techo (Wr) Diametro interior (D) Altura afectiva de liquido (Hi) Coeficiente de masa efectiva ( (Por ) peso propio) Masa efectiva (We) (por peso propio)
CALC CALCUL ULO O DE LOS LOS PESO PESOSS EFEC EFECTI TIVO VOSS DEL DEL LIQU LIQUID IDO O ALM ALMAC ACEN ENAD ADO O COMP COMPO O Según ACI 350.3-01 seccion 9.3.1: 9.3- Estanques circulares 9.3.1- Masas equivalentes de liquidos acelerados
tanh 0.866( 0.866
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
En nuestro diseño:
Como el valor de W L =
24052.82
0.6907
0.3187 kg entonces tenemos :
16613.15 7664.72
CALCULO DE LAS ALTURAS AL CENTRO DE GRAVEDAD DE LA UBICACIÓN Según ACI 350.3-01 seccion 9.3.1 : 9.3.2 - Alturas a centros de gravedad (Excluyendo la presion de la base)
< 1.333 0.50.09375 ≥ 1.333 Para estanques con 0.375 Para estanques con
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
CALCULO DE LA FRECUENCIA DE VIBRACION NATURAL COMBINADA (wi) Según ACI 350.3-01 secccion 9.3.4 : 9.3.4- Propiedades dinamicas Para estanques tipo 2.1 y 2.2 :
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
9.37510−+0.2039 0.1034
0.1253 +0.12
CALCULO DE LA FRECUENCIA DE VIBRACION NATURAL COMBINADA (wi) D HL HL/D Coef. Para det. Fre cuencia Fund. Tanque -liquido (Cw) Espesor de muro (tw) Radio circular interno R Coef. Para det. Fre cuencia Fund. Tanque -liquido (Cl) Resistencia a compresion del concreto (f´c) Modulo de elasticidad del concreto (Ec) Densidad del concreto (ρc) (ρc) Frec. Circ. Del modo de vibracion impulsivo (wi) Periodo fund. De oscilacion del tanque + comp. Impulsivo (Ti)
CALC CALCUL ULO O DE DE LA LA FRE FRECU CUEN ENCI CIA A DE DE VIB VIBR RACIO ACION N DE DE LA LA COM COMPO PON NENTE ENTE CONV CONV Según CI 350.3-01 seccion 9.3.4: En el sistema internacional
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
CALC CALCUL ULO O DE DE LA LA FRE FRECU CUEN ENCI CIA A DE DE VIB VIBRA RACI CION ON DE LA COMP COMPON ONEN ENTE TE CONV CONVE E HL D Aceleracion debido a la gravedad (g)
Frec. Circular de vibracion del primer modo convectivo (wc) Periodo natural del primer modo convectivo (Tc)
PARAM PARAMET ETRO ROSS PARA PARA EL EL CAL CALCUL CULO O DE DE LA LA FUE FUERZ RZA A SIS SISMI MICA, CA, SEGÚ SEGÚN N ACI ACI 350 EDIFICACIONES E.0.30 El factor de zona que corresponde a la zona sismica del ACI 350.3 es simila Por encon encontrar trarse se en la zona zona de de mayor mayor amenaza amenaza sism sismica ica,, se tomara tomara como como zo lo que equivale a la zona 4 del ACI 350.3-01.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
La NTE E-0.30, categoriza a los reservorios como Edificacion esencial (A) al Se ve que la NTE NTE E-030 no tiene tiene mayores categorias categorias para para resservorios resservorios com este modelo en el segundo tipo que corresponde a reservorios destinados emergencia en eventos sismicos. Para este modelo usaremos el valor
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
En nuestro caso al ser un tanque empotrado usaremos Rwi=2.75 y Rwc=1
Calcul Calculo o de los los facto factores res de de amplif amplifica icacio cion n espectr espectral al Ci Ci y Cc, Cc, según según ACI ACI 350.3 350.3 Ci se determina como se indica a continuacion: Para
Para
≤ 0.31 2.75 > 0.31
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
CALCULO DE LOS FACTORES DE AMPLIFICACION Coeficiente representativo de las caracteristicas del suelo (S) Periodo Fund. De oscilacion del tanque + Comp. Impulsivo (Ti) Factor de amplificacion espectral para el mov. Horizontal Ci Periodo natural del primer modo convectivo (Tc) Factor de amplificacion espectral para el mov. Horizontal Cc Calculo Calculo del desplaz desplazamient amiento o maximo del del liquido liquido contenid contenido o (dmax), (dmax), según A
()( ( )(
rectangular
circular
Factor de zona (Z) Factor de importancia (I) Desplazamiento maximo verticla del liquido contenido (dmax) (m)
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
CALCULO DE FUERZAS DINAMICAS LAT
Factor de correccion Factor de zona (Z) Factor de importancia (I) Coeficiente representativo de las caracteristicas del suelo (S) Coef. De modificacion de respuesta fuerzas impulsivas (Rwi) Coef. De modificacion de respuesta fuerzas impulsivas (Rwc) Peso efectivo del muro del tanque ( ) Peso de la cupula del tanque (Wr) Peso equivalente de la componente impulsiva Wi Peso equivalente de la componente convectiva Wc Factor de amplificacion espectral para el mov. Horizontal Ci Factor de amplificacion espectral para el mov. Horizontal Cc Fuerza inercial lateral por aceleracion del muro (Pw) Fuerza inercial lateral por aceleracion de la cupula (Pr)
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Pc V
1 2 6 4 6 .7 9 1 9 9 6 9 .1 5
DISTRIBUCION VERTICAL DE FUERZAS LATERALES El cort cortan ante te bas basal al debe debe ser ser dis distr trib ibui uido do sobr sobre e la altu altura ra de la la estr estruc uctu tura ra,, de a
∗ =
Donde:
Fx = La fuerza en el el nivel X de la estructur estructura a que debe del tanque tanque a ese nivel, nivel, de de acuerd acuerdo o a su distrib distribuci uci Wi= Es el peso asignado asignado a cada nivel de la estructura estructura,, carga reactiva W.
NIVEL PESO PROPIO CONVECTIVO IMPULSIVO
Pi (kg)
hi(m)
5 1 6 8 .7 2 12646.79 9 9 6 7 .8 9
1.25 1.68 0.94
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Observaciones Radio de tanque Espesor del fondo Peso especifico del concreto
Observaciones V=π*R^2*t V=π*R^2*t W=V*concreto
Observaciones Carga viva en kg/m2 Area de la techo CV=CV´*A
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
0.783
OK
10849.096 10320.132 528.964 3.500 2.500
kg kg kg m m
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
kg kg
E LAS COMPONENTES IMPULSIVAS Y CONVECTIVAS
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
DE LA ESTRUCTURA Y EL COMPONENTE IMPULSIVO DEL LIQUIDO ALMACENADO
nacional )
De la figura siguiente
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.
Titles you can't find anywhere else
Try Scribd FREE for 30 days to access over 125 million titles without ads or interruptions! Start Free Trial Cancel Anytime.