Foros Ingeniería Civil • Longitud no arriostrada para el diseño de cuerdas inferiores en armaduras

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Foros Ingeniería Civil • Longitud no arriostrada para el diseño de cuerdas inferiores en armaduras

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Longitud no arriostrada para el diseño de cuerdas inferiores en armaduras

Publicado: Lun Jun 10, 2024 10:24 am

por IngGmz

Saludos,
Mi duda es especificamente con las cuerdas inferiores de las armaduras, es correcto tomar como longitud no arriostrada la distancia entre los nodos de la armadura? ya que programas como el sap toma la longitud completa de la cuerda inferior, pero en algunas bibliografias veo que en un "calculo manual" se toma la distancia entre nodos.

Cual es el enfoque correcto, sobre todo cuando se trata de angulos dobles??

Gracias de antemano.