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1.A building that consists of 10 apartments a weight of 50 kipdead. Calculate the spectrum of acceleration and lateral load oneach floor. The height of each floor is 15ft. The 5% damped designspectral accelerations ( S ds) at short period and (S ds) at longperiod in acoordance are evaluated.
Data:
0.2 =100% y el 1=39.24%
Fa=1.1
Fv=1.6
TL=12 for PR
TA=(ct) (Hn) ^x = (0.016)(100)^0.9=1.01
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