Additional factor to be applied to the design elastic base shear, Ve, according to NBC 2020
|
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 |