Building Seismic Design v1.0
Building Seismic Design v1.0
Building Seismic Design v1.0
Version 1.0
T = Ta =
0.02
25
x = 0.75
0.224 sec
(Table 12.8-2)
ft (height in ft above base to highest level of structure)
(Table 12.8-2)
Solutions
Calculate Cs:
Notes:
Cs =
0.291
Cs max =
Cs min =
0.767
0.086
Cs = 0.291238
V = 2912.381 lbs