trabajo final resi II.xlsx - Dimensiones b h L Inercia...

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Dimensiones b 3 in 0.0762 h 1 in 0.0254 L 1 m Inercia 0.00000010405785640 m4 18.91 N.m 71.7 N lab 2.80E+09 Pa Momento 4.45 N/m 1 Carga puntual (0.25) 66.72 N Carga puntual (0.75) 66.72 N 15 2697750000.00 147.15 2697750000.00 Revisiòn por Flexiòn 2697750000.00 PREGUNTAR A ING 90838888.36 Cumple N*m M 18.91 N m c 0.5 I 1.040578564E-007 Momento max Cortante max ε acrílico σ último N/m 2 τ último N/m 2 N/m 2 σ ultimo N/m 2 N/m 2 σ real N/m 2 m 2 m 4 ?_?≥??/?
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m m Abajo estan los dos diagramas Lb*m lb N Revisiòn por Cortante Revisiòn por Deflexiòn para w 2697750000.00 PREGUNTAR A ING δmax1 0.000198528 55567.6111352223 Cumple N/m w 4.45 V 71.7 m L 1 A 0.00193548 Pa E 2804802000 I 1.040579E-007 por metodo area-momento Tramo 1 v 61.3125 N Mmax 91.96 N.m L 1.5 m hmomento 91.96875 m2 X1 0.5 m tb/a-1 0.11816653 m τ ultimo τ real m 4 δ total ? / _? 3? 2? ? _(
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