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7.1.-Construir el diagrama de esfuerzos cortantes horizontales para la seccin transversal mostrada. Si =2100- Kg cm q=500 Kg/m 2000Kg -0.6b- 0.2b[ 1.2b M=800Kg*m 1m


7.1.-Construir el diagrama de esfuerzos cortantes horizontales para la seccin transversal mostrada. Si =2100- Kg cm q=500 Kg/m 2000Kg -0.6b- 0.2b[ 1.2b M=800Kg*m 1m 2M 1m 1M 1.2b 0.2b b h=3b

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