Sistema de unidades: Métrico

Datos de Cargas____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________NOMENCLATURA

Comb : Indica si la carga es una combinación

Estados de carga____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Estado Descripción Comb. Categoría

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------CM Carga Muerta No DLCV Carga Viva No LLFHEX Sismo X No EQFHEZ Sismo Z No EQSPECX Espectro X No EQSPECZ Espectro Z No EQC1 FHEX SiC2 FHEZ SiC3 SPECX SiC4 SPECZ SiC5 0.9CM+FHEX+0.3FHEZ SiC6 0.9CM+FHEX-0.3FHEZ SiC7 0.9CM-FHEX+0.3FHEZ SiC8 0.9CM-FHEX-0.3FHEZ SiC9 0.9CM+0.3FHEX+FHEZ SiC10 0.9CM+0.3FHEX-FHEZ SiC11 0.9CM-0.3FHEX+FHEZ SiC12 0.9CM-0.3FHEX-FHEZ SiC13 0.9CM+SPECX+0.3SPECZ SiC14 SPECX-0.3SPECZ SiC15 -SPECX+0.3SPECZ SiC16 -SPECX-0.3SPECZ SiC17 0.3SPECX+SPECZ SiC18 0.3SPECX-SPECZ SiC19 -0.3SPECX+SPECZ SiC20 -0.3SPECX-SPECZ Si----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

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____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Página 1

Fuerzas sobre nudos____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Estado Nudo FX FY FZ MX MY MZ[Ton] [Ton] [Ton] [Ton*m] [Ton*m] [Ton*m]

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------FHEX 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

FHEZ 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

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

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 No26 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 Si

Página 2

Fuerza distribuida sobre miembros____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Estado Miembro Dir1 Val1 Val2 Dist1 % Dist2 %[Ton/m] [Ton/m] [m] [m]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------53 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 Si134 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 Si

Página 3

Fuerza distribuida sobre miembros____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Estado Miembro Dir1 Val1 Val2 Dist1 % Dist2 %[Ton/m] [Ton/m] [m] [m]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------9 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 Si134 Y -0.0675 -0.0675 0.00 Si 100.00 Si

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Multiplicadores de peso propio para Estados de carga____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Página 4

Multiplicadores de peso propio para Estados de carga____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

                        Multiplicador Peso Propio                Estado Descripción Comb. MultX MultY MultZ

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------CM Carga Muerta No 0.00 -1.00 0.00CV Carga Viva No 0.00 0.00 0.00FHEX Sismo X No 0.00 0.00 0.00FHEZ Sismo Z No 0.00 0.00 0.00SPECX Espectro X No 0.00 -1.00 0.00SPECZ Espectro Z No 0.00 -1.00 0.00C1 FHEX Si 0.00 0.00 0.00C2 FHEZ Si 0.00 0.00 0.00C3 SPECX Si 0.00 0.00 0.00C4 SPECZ Si 0.00 0.00 0.00C5 0.9CM+FHEX+0.3FHEZ Si 0.00 0.00 0.00C6 0.9CM+FHEX-0.3FHEZ Si 0.00 0.00 0.00C7 0.9CM-FHEX+0.3FHEZ Si 0.00 0.00 0.00C8 0.9CM-FHEX-0.3FHEZ Si 0.00 0.00 0.00C9 0.9CM+0.3FHEX+FHEZ Si 0.00 0.00 0.00C10 0.9CM+0.3FHEX-FHEZ Si 0.00 0.00 0.00C11 0.9CM-0.3FHEX+FHEZ Si 0.00 0.00 0.00C12 0.9CM-0.3FHEX-FHEZ Si 0.00 0.00 0.00C13 0.9CM+SPECX+0.3SPECZ Si 0.00 0.00 0.00C14 SPECX-0.3SPECZ Si 0.00 0.00 0.00C15 -SPECX+0.3SPECZ Si 0.00 0.00 0.00C16 -SPECX-0.3SPECZ Si 0.00 0.00 0.00C17 0.3SPECX+SPECZ Si 0.00 0.00 0.00C18 0.3SPECX-SPECZ Si 0.00 0.00 0.00C19 -0.3SPECX+SPECZ Si 0.00 0.00 0.00C20 -0.3SPECX-SPECZ Si 0.00 0.00 0.00------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Sismo (Análisis dinámico solamente)____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Estado a/g Ang. Amort.[G] [%]

--------------------------------------------------------------------------------------------------------------------------------------------------------CM 0.00 0.00 0.00CV 0.00 0.00 0.00FHEX 0.00 0.00 0.00FHEZ 0.00 0.00 0.00SPECX 1.00 0.00 5.00SPECZ 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 0.00

Página 5

Sismo (Análisis dinámico solamente)____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Estado a/g Ang. Amort.[G] [%]

--------------------------------------------------------------------------------------------------------------------------------------------------------C19 0.00 0.00 0.00C20 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 0.600.90 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----------------------------------------------------------------------------------

No ha sido posible leer el archivo "<spectrum>"

Página 6