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000891
29-12-2023

Factor Ve de esfuerzo cortante en la base de cálculo de NBC 2015

Additional factor to be applied to the design elastic base shear, Ve, according to NBC 2015

Max2S(0,2)3S(Ta)≤1,0,S(0,5)S(Ta)≤1,0 

S(0.2)

Design spectral response acceleration for a period of T = 0.2 sec

S(0.5)

Design spectral response acceleration for a period of T = 0.5 sec

S(Ta)

Design spectral response acceleration for the fundamental lateral period of vibration of the structure in the direction under consideration
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