Foros Ingeniería Civil • Placas en NSR-10

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Foros Ingeniería Civil • Placas en NSR-10

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Placas en NSR-10

Publicado: Mar Jun 11, 2019 9:05 pm

por Josemt57

La Norma colombiana cuando habla de las placas dice que no deben considerarse las placas de las edificaciones en el analisis sismico, al considerarlas se genera un efecto torsor en las vigas sismoresistentes y generalmente dichas vigas no cumplen por cortante y torsion, como puedo incluir el efecto sobre las placas para que pueda considerar sus cargas sin que dichas placas entren en el analisis sismico, gracias de antemano