DERIVAS DE PISO
∆ M =0.02
(Hormigón Armado)
∆ M =0.75∗∆ E∗R
Derivas Estáticas
Sentido X
∆ EX 1=0.002256
Sx+5%exc
∆ EX 2=0.002457
Sx-5%exc
Usamos el mayor valor
∆ E=0.002457
∆ M =0.75∗0.002457∗8
∆ M =0.0147<0.02
OK
Sentido Y
∆ EY 1=0.002754
Sy+5%exc
∆ EY 2=0.002899
Sy-5%exc
Usamos el mayor valor
∆ E=0.002899
∆ M =0.75∗0.002899∗8
∆ M =0.0174<0.02
OK
Derivas dinámicas
Sentido X
∆ E=0.002363
∆ M =0.75∗0.002363∗8
∆ M =0.0142<0.02
OK
Sentido Y
∆ E=0.002544
∆ M =0.75∗0.002544∗8
∆ M =0.0174<0.02
OK