Diseño estructural nave industrial

DISEÑO DE UNA NAVE INDUSTRIAL

Se va a Diseñar una Nave Industrial, con techo de dos aguas apoyadas en muros de albañilería, con las siguientes características:

1) Terreno Disponible:

A x L = 17 x 27 m2

2) Ubicación de la Nave Industrial:

La Merced

3) Cobertura de Estructura Metálica con Techo de Calamina:

Calamina Sider Perú:

MEDID.NOMIN. MEDIDAS UTILES DATOS ADICIONALES
|Largo |Ancho |Largo |
|1 |0 |-0.181 |
|7 |0 |-0.181 |
|8 |0 |-0.362 |
|9 |0|-0.362 |
|10 |0 |-0.362 |
|11 |0 |-0.362 |
|12 |0 |-0.362 |

CARGA VIVA

|NUDO |Fx (tn) |Fy (tn) |
|1 |0 |-0.229|
|7 |0 |-0.229 |
|8 |0 |-0.458 |
|9 |0 |-0.458 |
|10 |0 |-0.458 |
|11 |0 |-0.458 |
|12|0 |-0.458 |

CARGA VIENTO V1

|NUDO |Fx (tn) |Fy (tn) |
|1 |0.090 |-0.156 |
|7 |0.077 |0.134 |
|8 |0.154 |0.268 |
|9|0.154 |0.268 |
|10 |0.167 |-0.022 |
|11 |0.180 |-0.312 |
|12 |0.180 |-0.312 |

CARGA VIENTO V2

|NUDO |Fx (tn) |Fy (tn) |
|1|-0.039 |0.067 |
|7 |0.077 |0.134 |
|8 |0.154 |0.268 |
|9 |0.154 |0.268 |
|10 |0.038 |0.201 |
|11 |-0.077|0.133 |
|12 |-0.077 |0.133 |

DEZPLAZAMIENTOS EN LOS NUDOS DEBIDO A LAS CARGAS

CARGA MUERTA

|Nudo |u (m) |v (m) |
|1 |0.0000 |0.000 |
|2 |0.0002|-0.002 |
|3 |0.0004 |-0.003 |
|4 |0.0006 |-0.003 |
|5 |0.0008 |-0.003 |
|6 |0.0010 |-0.002 |
|7|0.0012 |0.000 |
|8 |0.0004 |-0.002 |
|9 |0.0004 |-0.003 |
|10 |0.0000 |-0.002 |
|11 |0.0009 |-0.003 |
|12...