Base shear = Sd(t) = ag γ S 2.5/R | |
ag = Ground acceleration | 0.15 g |
γ = Importance factor | 1.25 |
S = Soil factor | 1.15 |
R = Response modification factor | 5 |
TB | 0.2 |
TC | 0.6 |
TD | 2 |
Ct | 0.075 |
V = Base shear | 166 ton (working load) |