CARGAS DC
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Sistema de unidades: Métrico Datos de Cargas ______________________________________________ _________________________ NOMENCLATURA Co mb : Indic a si la car ga es un a co mbin aci ón Estados de carga ______________________________________________ _________________________ Estado Descripción Comb. Categoría -------------------------------------- ------------------- -------------------- ------------------- -------------------- ------------------- -------------------- ------- CM Carga Muerta No DL CV Carga Viva No LL EX Sismo X No EQ EZ Sismo Z No EQ SPEX Espectro X No EQ ESPZ Espectro Z No EQ C1 1.4CM Si C2 1.2CM+1.6CV Si C3 1.2CM+CV+0.18EX+0.05EZ Si C4 1.2CM+CV+0.18EX-0.05EZ Si C5 1.2CM+CV-0.18EX+0.05EZ Si C6 1.2CM+CV-0.18EX-0.05EZ Si C7 1.2CM+CV+0.05EX+0.18EZ Si C8 1.2CM+CV+0.05EX-0.18EZ Si C9 1.2CM+CV-0.05EX+0.18EZ Si C10 1.2CM+CV-0.05EX-0.18EZ Si C11 0.9CM+0.18EX+0.05EZ Si C12 0.9CM+0.18EX-0.05EZ Si C13 0.9CM-0.18EX+0.05EZ Si C14 0.9CM-0.18EX-0.05EZ Si C15 0.9CM+0.05EX+0.18EZ Si C16 0.9CM+0.05EX-0.18EZ Si C17 0.9CM-0.05EX+0.18EZ Si C18 0.9CM-0.05EX-0.18EZ Si C19 1.2CM+CV+0.18SPEX+0.05ESPZ Si C20 1.2CM+CV+0.18SPEX-0.05ESPZ Si C21 1.2CM+CV-0.18SPEX+0.05ESPZ Si C22 1.2CM+CV-0.18SPEX-0.05ESPZ Si C23 1.2CM+CV+0.05SPEX+0.18ESPZ Si C24 1.2CM+CV+0.05SPEX-0.18ESPZ Si C25 1.2CM+CV-0.05SPEX+0.18ESPZ Si C26 1.2CM+CV-0.05SPEX-0.18ESPZ Si C27 0.9CM+0.18SPEX+0.05ESPZ Si C28 0.9CM+0.18SPEX-0.05ESPZ Si C29 0.9CM-0.18SPEX+0.05ESPZ Si C30 0.9CM-0.18SPEX-0.05ESPZ Si C31 0.9CM+0.05SPEX+0.18ESPZ Si C32 0.9CM+0.05SPEX-0.18ESPZ Si C33 0.9CM-0.05SPEX+0.18ESPZ Si C34 0.9CM-0.05SPEX-0.18ESPZ Si -------------------------------------- ------------------- -------------------- ------------------- -------------------- ------------------- -------------------- ------- Masas ______________________________________________ _________________________ Página 1
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Transcript of CARGAS DC
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Sistema de unidades: Mtrico
Datos de Cargas____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________NOMENCLATURA
Comb : Indica si la carga es una combinacin
Estados de carga____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Estado Descripcin Comb. Categora
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------CM Carga Muerta No DLCV Carga Viva No LLEX Sismo X No EQEZ Sismo Z No EQSPEX Espectro X No EQESPZ Espectro Z No EQC1 1.4CM SiC2 1.2CM+1.6CV SiC3 1.2CM+CV+0.18EX+0.05EZ SiC4 1.2CM+CV+0.18EX-0.05EZ SiC5 1.2CM+CV-0.18EX+0.05EZ SiC6 1.2CM+CV-0.18EX-0.05EZ SiC7 1.2CM+CV+0.05EX+0.18EZ SiC8 1.2CM+CV+0.05EX-0.18EZ SiC9 1.2CM+CV-0.05EX+0.18EZ SiC10 1.2CM+CV-0.05EX-0.18EZ SiC11 0.9CM+0.18EX+0.05EZ SiC12 0.9CM+0.18EX-0.05EZ SiC13 0.9CM-0.18EX+0.05EZ SiC14 0.9CM-0.18EX-0.05EZ SiC15 0.9CM+0.05EX+0.18EZ SiC16 0.9CM+0.05EX-0.18EZ SiC17 0.9CM-0.05EX+0.18EZ SiC18 0.9CM-0.05EX-0.18EZ SiC19 1.2CM+CV+0.18SPEX+0.05ESPZ SiC20 1.2CM+CV+0.18SPEX-0.05ESPZ SiC21 1.2CM+CV-0.18SPEX+0.05ESPZ SiC22 1.2CM+CV-0.18SPEX-0.05ESPZ SiC23 1.2CM+CV+0.05SPEX+0.18ESPZ SiC24 1.2CM+CV+0.05SPEX-0.18ESPZ SiC25 1.2CM+CV-0.05SPEX+0.18ESPZ SiC26 1.2CM+CV-0.05SPEX-0.18ESPZ SiC27 0.9CM+0.18SPEX+0.05ESPZ SiC28 0.9CM+0.18SPEX-0.05ESPZ SiC29 0.9CM-0.18SPEX+0.05ESPZ SiC30 0.9CM-0.18SPEX-0.05ESPZ SiC31 0.9CM+0.05SPEX+0.18ESPZ SiC32 0.9CM+0.05SPEX-0.18ESPZ SiC33 0.9CM-0.05SPEX+0.18ESPZ SiC34 0.9CM-0.05SPEX-0.18ESPZ Si----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Masas____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Pgina 1
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Masas____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Nudo TX TY TZ RX RY RZ[Ton] [Ton] [Ton] [Ton*m2] [Ton*m2] [Ton*m2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------85 59.2808 0.00 59.2808 0.00 991.7394 0.0086 56.2809 0.00 56.2809 0.00 869.1186 0.0087 50.4965 0.00 50.4965 0.00 779.4858 0.0088 12.7232 0.00 12.7232 0.00 129.5695 0.00------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Fuerzas sobre nudos____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Estado Nudo FX FY FZ MX MY MZ[Ton] [Ton] [Ton] [Ton*m] [Ton*m] [Ton*m]
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------EX 85 24.84 0.00 0.00 0.00 7.50 0.00
86 47.41 0.00 0.00 0.00 14.20 0.0087 61.99 0.00 0.00 0.00 18.50 0.0088 17.86 0.00 0.00 0.00 5.40 0.00
EZ 85 0.00 0.00 24.84 0.00 16.10 0.0086 0.00 0.00 47.41 0.00 30.80 0.0087 0.00 0.00 61.99 0.00 40.20 0.0088 0.00 0.00 17.86 0.00 11.60 0.00
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Fuerza distribuida sobre miembros____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Estado Miembro Dir1 Val1 Val2 Dist1 % Dist2 %[Ton/m] [Ton/m] [m] [m]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------CM 1 Y -0.50 -0.50 0.00 Si 100.00 Si
2 Y -0.50 -0.50 0.00 Si 100.00 Si3 Y -0.50 -0.50 0.00 Si 100.00 Si4 Y -0.50 -0.50 0.00 Si 100.00 Si5 Y -0.50 -0.50 0.00 Si 100.00 Si6 Y -0.50 -0.50 0.00 Si 100.00 Si7 Y -0.50 -0.50 0.00 Si 100.00 Si8 Y -0.50 -0.50 0.00 Si 100.00 Si9 Y -0.50 -0.50 0.00 Si 100.00 Si10 Y -0.50 -0.50 0.00 Si 100.00 Si11 Y -0.50 -0.50 0.00 Si 100.00 Si12 Y -0.50 -0.50 0.00 Si 100.00 Si14 Y -0.50 -0.50 0.00 Si 100.00 Si16 Y -0.50 -0.50 0.00 Si 100.00 Si17 Y -0.50 -0.50 0.00 Si 100.00 Si18 Y -0.50 -0.50 0.00 Si 100.00 Si19 Y -0.50 -0.50 0.00 Si 100.00 Si20 Y -0.945 -0.945 0.00 Si 100.00 Si21 Y -0.945 -0.945 0.00 Si 100.00 Si22 Y -0.35 -0.35 0.00 Si 100.00 Si23 Y -0.35 -0.35 0.00 Si 100.00 Si24 Y -0.8505 -0.8505 0.00 Si 100.00 Si25 Y -1.7955 -1.7955 0.00 No 4.55 No
Pgina 2
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Fuerza distribuida sobre miembros____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Estado Miembro Dir1 Val1 Val2 Dist1 % Dist2 %[Ton/m] [Ton/m] [m] [m]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------26 Y -1.7955 -1.7955 0.00 No 3.15 No27 Y -0.35 -0.35 0.00 Si 100.00 Si28 Y -0.8505 -0.8505 0.00 Si 100.00 Si29 Y -0.8505 -0.8505 0.00 Si 100.00 Si30 Y -0.8505 -0.8505 0.00 Si 100.00 Si31 Y -0.35 -0.35 0.00 Si 100.00 Si32 Y -0.35 -0.35 0.00 Si 100.00 Si33 Y -0.35 -0.35 0.00 Si 100.00 Si34 Y -0.35 -0.35 0.00 Si 100.00 Si35 Y -0.35 -0.35 0.00 Si 100.00 Si36 Y -0.35 -0.35 0.00 Si 100.00 Si49 Y -0.35 -0.35 0.00 Si 100.00 Si50 Y -0.35 -0.35 0.00 Si 100.00 Si51 Y -0.8505 -0.8505 0.00 Si 100.00 Si53 Y -1.7955 -1.7955 0.00 No 1.15 No55 Y -0.945 -0.945 0.00 Si 100.00 Si56 Y -0.945 -0.945 0.00 Si 100.00 Si57 Y -0.945 -0.945 0.00 Si 100.00 Si60 Y -0.8505 -0.8505 0.00 Si 100.00 Si61 Y -1.7955 -1.7955 0.00 No 4.55 No62 Y -1.7955 -1.7955 0.00 No 3.15 No63 Y -0.35 -0.35 0.00 Si 100.00 Si64 Y -0.8505 -0.8505 0.00 Si 100.00 Si65 Y -0.8505 -0.8505 0.00 Si 100.00 Si66 Y -0.8505 -0.8505 0.00 Si 100.00 Si67 Y -0.35 -0.35 0.00 Si 100.00 Si68 Y -0.35 -0.35 0.00 Si 100.00 Si69 Y -0.35 -0.35 0.00 Si 100.00 Si70 Y -0.35 -0.35 0.00 Si 100.00 Si71 Y -0.35 -0.35 0.00 Si 100.00 Si72 Y -0.35 -0.35 0.00 Si 100.00 Si85 Y -0.35 -0.35 0.00 Si 100.00 Si86 Y -0.35 -0.35 0.00 Si 100.00 Si87 Y -0.8505 -0.8505 0.00 Si 100.00 Si88 Y -1.7955 -1.7955 0.00 No 1.15 No89 Y -0.945 -0.945 0.00 Si 100.00 Si90 Y -0.495 -0.495 0.00 Si 100.00 Si91 Y -0.945 -0.945 0.00 Si 100.00 Si94 Y -0.8505 -0.8505 0.00 Si 100.00 Si95 Y -1.7955 -1.7955 0.00 No 4.55 No96 Y -0.9405 -0.9405 0.00 No 3.15 No97 Y -0.35 -0.35 0.00 Si 100.00 Si98 Y -0.4455 -0.4455 0.00 Si 100.00 Si99 Y -0.8505 -0.8505 0.00 Si 100.00 Si100 Y -0.8505 -0.8505 0.00 Si 100.00 Si101 Y -0.35 -0.35 0.00 Si 100.00 Si102 Y -0.35 -0.35 0.00 Si 100.00 Si103 Y -0.35 -0.35 0.00 Si 100.00 Si104 Y -0.35 -0.35 0.00 Si 100.00 Si105 Y -0.35 -0.35 0.00 Si 100.00 Si106 Y -0.35 -0.35 0.00 Si 100.00 Si119 Y -0.35 -0.35 0.00 Si 100.00 Si120 Y -0.35 -0.35 0.00 Si 100.00 Si121 Y -0.4455 -0.4455 0.00 Si 100.00 Si122 Y -0.9405 -0.9405 0.00 No 1.15 No123 Y -0.495 -0.495 0.00 Si 100.00 Si125 Y -0.075 -0.075 0.00 Si 100.00 Si128 Y -0.0675 -0.0675 0.00 Si 100.00 Si129 Y -0.1425 -0.1425 0.00 No 4.55 No133 Y -0.0675 -0.0675 0.00 Si 100.00 Si
Pgina 3
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Fuerza distribuida sobre miembros____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Estado Miembro Dir1 Val1 Val2 Dist1 % Dist2 %[Ton/m] [Ton/m] [m] [m]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------134 Y -0.0675 -0.0675 0.00 Si 100.00 Si136 Y -0.35 -0.35 0.00 Si 100.00 Si137 Y -0.35 -0.35 0.00 Si 100.00 Si138 Y -0.35 -0.35 0.00 Si 100.00 Si139 Y -0.35 -0.35 0.00 Si 100.00 Si140 Y -0.35 -0.35 0.00 Si 100.00 Si
CV 1 Y -0.50 -0.50 0.00 Si 100.00 Si2 Y -0.50 -0.50 0.00 Si 100.00 Si3 Y -0.50 -0.50 0.00 Si 100.00 Si4 Y -0.50 -0.50 0.00 Si 100.00 Si5 Y -0.50 -0.50 0.00 Si 100.00 Si6 Y -0.50 -0.50 0.00 Si 100.00 Si7 Y -0.50 -0.50 0.00 Si 100.00 Si8 Y -0.50 -0.50 0.00 Si 100.00 Si9 Y -0.50 -0.50 0.00 Si 100.00 Si10 Y -0.50 -0.50 0.00 Si 100.00 Si11 Y -0.50 -0.50 0.00 Si 100.00 Si12 Y -0.50 -0.50 0.00 Si 100.00 Si14 Y -0.50 -0.50 0.00 Si 100.00 Si16 Y -0.50 -0.50 0.00 Si 100.00 Si17 Y -0.50 -0.50 0.00 Si 100.00 Si18 Y -0.50 -0.50 0.00 Si 100.00 Si19 Y -0.50 -0.50 0.00 Si 100.00 Si20 Y -0.27 -0.27 0.00 Si 100.00 Si21 Y -0.27 -0.27 0.00 Si 100.00 Si24 Y -0.243 -0.243 0.00 Si 100.00 Si25 Y -0.513 -0.513 0.00 No 4.55 No26 Y -0.513 -0.513 0.00 No 3.15 No28 Y -0.243 -0.243 0.00 Si 100.00 Si29 Y -0.243 -0.243 0.00 Si 100.00 Si30 Y -0.243 -0.243 0.00 Si 100.00 Si51 Y -0.243 -0.243 0.00 Si 100.00 Si53 Y -0.513 -0.513 0.00 No 1.15 No55 Y -0.27 -0.27 0.00 Si 100.00 Si56 Y -0.27 -0.27 0.00 Si 100.00 Si57 Y -0.27 -0.27 0.00 Si 100.00 Si60 Y -0.243 -0.243 0.00 Si 100.00 Si61 Y -0.513 -0.513 0.00 No 4.55 No62 Y -0.513 -0.513 0.00 No 3.15 No64 Y -0.243 -0.243 0.00 Si 100.00 Si65 Y -0.243 -0.243 0.00 Si 100.00 Si66 Y -0.243 -0.243 0.00 Si 100.00 Si87 Y -0.243 -0.243 0.00 Si 100.00 Si88 Y -0.513 -0.513 0.00 No 1.15 No89 Y -0.27 -0.27 0.00 Si 100.00 Si90 Y -0.75 -0.75 0.00 Si 100.00 Si91 Y -0.27 -0.27 0.00 Si 100.00 Si94 Y -0.243 -0.243 0.00 Si 100.00 Si95 Y -0.513 -0.513 0.00 No 4.55 No96 Y -1.425 -1.425 0.00 No 3.15 No98 Y -0.675 -0.675 0.00 Si 100.00 Si99 Y -0.243 -0.243 0.00 Si 100.00 Si100 Y -0.243 -0.243 0.00 Si 100.00 Si121 Y -0.675 -0.675 0.00 Si 100.00 Si122 Y -1.425 -1.425 0.00 No 1.15 No123 Y -0.75 -0.75 0.00 Si 100.00 Si125 Y -0.075 -0.075 0.00 Si 100.00 Si128 Y -0.0675 -0.0675 0.00 Si 100.00 Si129 Y -0.1425 -0.1425 0.00 No 4.55 No133 Y -0.0675 -0.0675 0.00 Si 100.00 Si
Pgina 4
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Fuerza distribuida sobre miembros____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Estado Miembro Dir1 Val1 Val2 Dist1 % Dist2 %[Ton/m] [Ton/m] [m] [m]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------134 Y -0.0675 -0.0675 0.00 Si 100.00 Si
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Multiplicadores de peso propio para Estados de carga____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Multiplicador Peso PropioEstado Descripcin Comb. MultX MultY MultZ
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------CM Carga Muerta No 0.00 -1.00 0.00CV Carga Viva No 0.00 0.00 0.00EX Sismo X No 0.00 0.00 0.00EZ Sismo Z No 0.00 0.00 0.00SPEX Espectro X No 0.00 -1.00 0.00ESPZ Espectro Z No 0.00 -1.00 0.00C1 1.4CM Si 0.00 0.00 0.00C2 1.2CM+1.6CV Si 0.00 0.00 0.00C3 1.2CM+CV+0.18EX+0.05EZ Si 0.00 0.00 0.00C4 1.2CM+CV+0.18EX-0.05EZ Si 0.00 0.00 0.00C5 1.2CM+CV-0.18EX+0.05EZ Si 0.00 0.00 0.00C6 1.2CM+CV-0.18EX-0.05EZ Si 0.00 0.00 0.00C7 1.2CM+CV+0.05EX+0.18EZ Si 0.00 0.00 0.00C8 1.2CM+CV+0.05EX-0.18EZ Si 0.00 0.00 0.00C9 1.2CM+CV-0.05EX+0.18EZ Si 0.00 0.00 0.00C10 1.2CM+CV-0.05EX-0.18EZ Si 0.00 0.00 0.00C11 0.9CM+0.18EX+0.05EZ Si 0.00 0.00 0.00C12 0.9CM+0.18EX-0.05EZ Si 0.00 0.00 0.00C13 0.9CM-0.18EX+0.05EZ Si 0.00 0.00 0.00C14 0.9CM-0.18EX-0.05EZ Si 0.00 0.00 0.00C15 0.9CM+0.05EX+0.18EZ Si 0.00 0.00 0.00C16 0.9CM+0.05EX-0.18EZ Si 0.00 0.00 0.00C17 0.9CM-0.05EX+0.18EZ Si 0.00 0.00 0.00C18 0.9CM-0.05EX-0.18EZ Si 0.00 0.00 0.00C19 1.2CM+CV+0.18SPEX+0.05ESPZ Si 0.00 0.00 0.00C20 1.2CM+CV+0.18SPEX-0.05ESPZ Si 0.00 0.00 0.00C21 1.2CM+CV-0.18SPEX+0.05ESPZ Si 0.00 0.00 0.00C22 1.2CM+CV-0.18SPEX-0.05ESPZ Si 0.00 0.00 0.00C23 1.2CM+CV+0.05SPEX+0.18ESPZ Si 0.00 0.00 0.00C24 1.2CM+CV+0.05SPEX-0.18ESPZ Si 0.00 0.00 0.00C25 1.2CM+CV-0.05SPEX+0.18ESPZ Si 0.00 0.00 0.00C26 1.2CM+CV-0.05SPEX-0.18ESPZ Si 0.00 0.00 0.00C27 0.9CM+0.18SPEX+0.05ESPZ Si 0.00 0.00 0.00C28 0.9CM+0.18SPEX-0.05ESPZ Si 0.00 0.00 0.00C29 0.9CM-0.18SPEX+0.05ESPZ Si 0.00 0.00 0.00C30 0.9CM-0.18SPEX-0.05ESPZ Si 0.00 0.00 0.00C31 0.9CM+0.05SPEX+0.18ESPZ Si 0.00 0.00 0.00C32 0.9CM+0.05SPEX-0.18ESPZ Si 0.00 0.00 0.00C33 0.9CM-0.05SPEX+0.18ESPZ Si 0.00 0.00 0.00C34 0.9CM-0.05SPEX-0.18ESPZ Si 0.00 0.00 0.00------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Sismo (Anlisis dinmico solamente)____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Pgina 5
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Sismo (Anlisis dinmico solamente)____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
Estado a/g Ang. Amort.[G] [%]
--------------------------------------------------------------------------------------------------------------------------------------------------------CM 0.00 0.00 0.00CV 0.00 0.00 0.00EX 0.00 0.00 0.00EZ 0.00 0.00 0.00SPEX 1.00 0.00 5.00ESPZ 1.00 -90.00 5.00C1 0.00 0.00 0.00C2 0.00 0.00 0.00C3 0.00 0.00 0.00C4 0.00 0.00 0.00C5 0.00 0.00 0.00C6 0.00 0.00 0.00C7 0.00 0.00 0.00C8 0.00 0.00 0.00C9 0.00 0.00 0.00C10 0.00 0.00 0.00C11 0.00 0.00 0.00C12 0.00 0.00 0.00C13 0.00 0.00 0.00C14 0.00 0.00 0.00C15 0.00 0.00 0.00C16 0.00 0.00 0.00C17 0.00 0.00 0.00C18 0.00 0.00 0.00C19 0.00 0.00 0.00C20 0.00 0.00 0.00C21 0.00 0.00 0.00C22 0.00 0.00 0.00C23 0.00 0.00 0.00C24 0.00 0.00 0.00C25 0.00 0.00 0.00C26 0.00 0.00 0.00C27 0.00 0.00 0.00C28 0.00 0.00 0.00C29 0.00 0.00 0.00C30 0.00 0.00 0.00C31 0.00 0.00 0.00C32 0.00 0.00 0.00C33 0.00 0.00 0.00C34 0.00 0.00 0.00--------------------------------------------------------------------------------------------------------------------------------------------------------
Espectro de respuesta____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
T a/g[Seg]----------------------------------------------------------------------------------0.00 0.360.10 0.850.111 0.900.20 0.900.30 0.900.40 0.900.50 0.900.533 0.900.60 0.800.70 0.690.80 0.60
Pgina 6
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Espectro de respuesta____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
T a/g[Seg]----------------------------------------------------------------------------------0.90 0.531.00 0.481.20 0.401.40 0.341.60 0.301.80 0.272.00 0.242.50 0.193.00 0.163.50 0.144.00 0.124.70 0.104.80 0.05----------------------------------------------------------------------------------
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Pgina 7
