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Foros Ingeniería Civil • Sismo en RM Adv ance
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Sismo en RM Adv ance

Publicado: Vie Sep 05, 2014 6:30 pm
por jose-fierro
Hola amigos:

desde hace tiempo que me estoy dando cuenta que a la hora de verificar los elementos mas solicitado en una estructura, nunca son causado por una combinación de carga donde aparece el sismo en X o el sismo en Z, por lo general los esfuerzo y reacciones en las fundaciones debido a cargas sísmicas siempre están entre las mas pequeñas.
por favor indicadme si es que a ustedes les pasa lo mismo o es que soy yo quien esta cometiendo algún error

Saludos
Jose

Re: Sismo en RM Adv ance

Publicado: Vie Sep 05, 2014 9:10 pm
por jfjdm
Por lo regular las mayores cargas en edificios grandes o masivos son la gravitacionales, en las estructuras esbeltas y con gran cantidad de grados de libertad, las cargas externas "pueden" ser mayores, todo depende la estructura, de las condiciones del sitio, etc., ya que cada obra es un caso distinto.

Es difícil decir si te has equivocado sin el modelo.