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- 1. Metrado de cargas Edificiode concretoarmadode 4 niveles Alturade entre piso π» = 2.60 π Pesos Pesopropio: πππ π π‘πππππ = 1.15 ππ π2 ππ§ππ‘ππ = 0.95 ππ π2 Sobre carga: πππ π π‘πππππ = 0.60 ππ π2 ππ§ππ‘ππ = 0.45 ππ π2 Γreade laestructura: π΄ = 120.34 π2 Formulaque se utilizaraparael cΓ‘lculodel pesode la estructura πππ π ππ ππ ππ§ππ‘ππ = π΄πππ Γ (πππ π ππππππ + 0.25 Γ π πππππππππ) πππ π πππ π π‘πππππ = π΄πππ Γ (πππ π ππππππ + 0.5 Γ π πππππππππ) πππ π π‘ππ‘ππ = πππ π ππ ππ§ππ‘ππ + πππ π πππ π π‘πππππ Γ (π β 1) π = ππ’ππππ ππ πππ ππ Calculode lospesos πππ π ππ ππ ππ§ππ‘ππ = 120.34 Γ (0.95 + 0.25 Γ 0.45) = 100.78 π‘π πππ π πππ π π‘πππππ = 120.34 Γ (1.15 + 0.5 Γ 0.60) = 102.289 π‘π π = 3 πππ π π‘ππ‘ππ = 100.78 + 102.289 Γ (4 β 1) = 407.647 π‘π πππ π πππ πππ π πΒ°1 = 102.289 π‘π πππ π πππ πππ π πΒ°2 = 102.289 π‘π πππ π πππ πππ π πΒ°3 = 102.289 π‘π πππ π ππ ππ ππ§ππ‘ππ = 100.78 π‘π