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Dimensionamiento de Vigas y Columnas

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Dimensionamiento de Vigas y Columnas con su respectivo metrado de cargas

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FACULTAD DE INGENIERIA ESCUELA PROFESIONAL
DEINGENIERIA CIVIL

LABORATORIO 2 – DIMENSIONAMIENTO DE VIGAS Y COLUMNAS
I.- Realizar el dimensionamiento de las columnas y metrados de cargas
respectivamente:

Alumno: Vives Ruiz Robert Arian

C1 C2 C3 C4



m

C5 C6 C7 C8 C9



C11 C12 C13 m

C10

4m 5m 4m 5m



CONSIDERAR:

• Df = 1.80 m * fy = 4200 Kg/cm2
• σt = 1.20 Kg/cm2 * N.P.T. = +0.25 m
• f’c= 210 Kg/cm2 * Peso Específico prom = 1.9 Tn/m3
• USO: hospital * s/c piso = 400 Kg/m2
• N° Pisos : 5 niveles




MIGUEL CHAN HEREDIA
INGENIERO CIVIL
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Uploaded on
October 23, 2023
File latest updated on
October 23, 2023
Number of pages
15
Written in
2023/2024
Type
PRESENTATION
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Subjects

  • concreto reforzado
  • vigas
  • columnas
  • dimensionamiento
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