Plantilla Examen.xlsx
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h/b b(cm) h (cm) Altura de Entablado(cm) Ancho de Entablado(cm) longitud de viga(cm) Peso por grupo (kg/cm) Peso Entablado(kg/cm) peso carga muerta viga(kg/cm) peso total carga muerta (kg/cm) modulo de elasticidad (E) Momento de inercia (I)
14 43 3 130 725 0.5418 0.86086 0.6622 1.52306 100000
Deformacion CM Deformacion Total a Limite
PESO (kg/m3)
dimensiones 14x14 14x29
DEFORMACION CM (cm) DEFORM TOTAL a (cm) LIMITE (cm)
3.0714285714
Deformacion Cv Deformacion Total b
MADERA TIPO A MADERA TIPO B MADERA TIPO C 1100 1000 900
peso por grupo(kg/m) MADERA TIPO A MADERA TIPO B MADERA TIPO C 21.56 19.6 17.64 44.66 40.6 36.54
0.1181369238 0.4647343664 2.9
carga viva(kg/cm)
DEFORMACION CV (cm) DEFORM TOTAL B (cm) LIMITE (cm)
3.25
0.2520879 0.2520879 1.3
14 43 3 130 725 0.5418 0.86086 0.6622 1.52306 100000
Deformacion CM Deformacion Total a Limite
PESO (kg/m3)
dimensiones 14x14 14x29
DEFORMACION CM (cm) DEFORM TOTAL a (cm) LIMITE (cm)
3.0714285714
Deformacion Cv Deformacion Total b
MADERA TIPO A MADERA TIPO B MADERA TIPO C 1100 1000 900
peso por grupo(kg/m) MADERA TIPO A MADERA TIPO B MADERA TIPO C 21.56 19.6 17.64 44.66 40.6 36.54
0.1181369238 0.4647343664 2.9
carga viva(kg/cm)
DEFORMACION CV (cm) DEFORM TOTAL B (cm) LIMITE (cm)
3.25
0.2520879 0.2520879 1.3
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