Lista de Materiales__________________________________________________________________________________________________________________________Nota.- Listado sólo de las barras y placas seleccionadas gráficamente

Miembros:

Perfil Material PesoU Longitud Peso[Ton/m] [m] [Ton]

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------AISILU 3X3X060 C 3-60 5.43E-04 16.069 0.009AISILU 4X4X135 A36 5.31E-03 26.000 0.138PIPE 10X0.365 A36 5.63E-02 5.166 0.291PIPE 3X0.216 A36 1.05E-02 64.800 0.684RCBEAM 16X16IN C 3-60 3.96E-01 6.000 2.378RCBEAM 8X16IN C 3-60 1.98E-01 5.600 1.110

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Peso Total [Ton] 4.609

Placas:

Espesor Material PesoU Area Peso[cm] [Ton/m2] [m2] [Ton]

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------0.20000 A36 1.57E-02 30.823 0.485

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Peso Total [Ton]

Datos de Cargas__________________________________________________________________________________________________________________________NOMENCLATURA

Comb : Indica si la carga es una combinación

Estados de carga__________________________________________________________________________________________________________________________

Estado Descripción Comb. Categoría

-------------------------------------------------------------------------------------------------------------------------------------------------------------------DC1 1.4CM SiDC2 1.2CM+1.6CVI SiDC3 1.2CM+0.8Cvix SiDC4 1.2CM+1.6Cvix SiDC5 1.2CM+1.6Cvix+CVI SiDC6 0.9CM+1.6Cvix SiSC1 CM SiSC2 CM+CVI SiSC3 CM+Cvix SiSC4 CM+CVI+Cvix SiDS1 1.4CM SiDS2 1.2CM+1.6CVI SiDS3 1.2CM+0.8Cvix SiDS4 1.2CM+1.6Cvix SiDS5 1.2CM+1.6Cvix+CVI SiDS6 0.9CM+1.6Cvix SiSS1 CM SiSS2 CM+CVI SiSS3 CM+Cvix SiSS4 CM+CVI+Cvix Si

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Multiplicadores de peso propio para Estados de carga__________________________________________________________________________________________________________________________

Multiplicador Peso Propio Estado Descripción Comb. MultX MultY MultZ

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------DC1 1.4CM Si 0.00 0.00 0.00DC2 1.2CM+1.6CVI Si 0.00 0.00 0.00DC3 1.2CM+0.8Cvix Si 0.00 0.00 0.00DC4 1.2CM+1.6Cvix Si 0.00 0.00 0.00DC5 1.2CM+1.6Cvix+CVI Si 0.00 0.00 0.00DC6 0.9CM+1.6Cvix Si 0.00 0.00 0.00SC1 CM Si 0.00 0.00 0.00SC2 CM+CVI Si 0.00 0.00 0.00SC3 CM+Cvix Si 0.00 0.00 0.00SC4 CM+CVI+Cvix Si 0.00 0.00 0.00DS1 1.4CM Si 0.00 0.00 0.00DS2 1.2CM+1.6CVI Si 0.00 0.00 0.00DS3 1.2CM+0.8Cvix Si 0.00 0.00 0.00DS4 1.2CM+1.6Cvix Si 0.00 0.00 0.00DS5 1.2CM+1.6Cvix+CVI Si 0.00 0.00 0.00DS6 0.9CM+1.6Cvix Si 0.00 0.00 0.00SS1 CM Si 0.00 0.00 0.00SS2 CM+CVI Si 0.00 0.00 0.00SS3 CM+Cvix Si 0.00 0.00 0.00

SS4 CM+CVI+Cvix Si 0.00 0.00 0.00

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Sismo (Análisis dinámico solamente)__________________________________________________________________________________________________________________________

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

--------------------------------------------------------------------------DC1 0.00 0.00 0.00DC2 0.00 0.00 0.00DC3 0.00 0.00 0.00DC4 0.00 0.00 0.00DC5 0.00 0.00 0.00DC6 0.00 0.00 0.00SC1 0.00 0.00 0.00SC2 0.00 0.00 0.00SC3 0.00 0.00 0.00SC4 0.00 0.00 0.00DS1 0.00 0.00 0.00DS2 0.00 0.00 0.00DS3 0.00 0.00 0.00DS4 0.00 0.00 0.00DS5 0.00 0.00 0.00DS6 0.00 0.00 0.00SS1 0.00 0.00 0.00SS2 0.00 0.00 0.00SS3 0.00 0.00 0.00SS4 0.00 0.00 0.00

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