Here is problem #450 from the old NCEES Structural II sample questions, please determine Cs:
Ss= 1.0 Fa=1.1 Sds=0.733
S1=0.2 Fv=2.0 Sd1=0.267
Site Class= D
SDC= D
I=1.0
Roof Height =14.5ft
Ord Conc. Braced Frame R=3.25
Ta=0.02*14.5^0.75 = 0.149sec
To=0.2SD1/Sds=0.073 sec
Ts=SD1/Sds= 0.364 sec
To<Ta<Ts therefore Sa=Sds and 12.8-2 controls Cs=Sds/(R/I)=.733/3.25=0.266
However the NCEES solution uses 12.8-3 Cs=SD1/(T*(R/I)=0.267/(.149*3.25)=0.551
Why are they using 12.8-3 if Ta is less than Ts????????????
Thanks!
pe_structural_II_errata1.pdf
Ss= 1.0 Fa=1.1 Sds=0.733
S1=0.2 Fv=2.0 Sd1=0.267
Site Class= D
SDC= D
I=1.0
Roof Height =14.5ft
Ord Conc. Braced Frame R=3.25
Ta=0.02*14.5^0.75 = 0.149sec
To=0.2SD1/Sds=0.073 sec
Ts=SD1/Sds= 0.364 sec
To<Ta<Ts therefore Sa=Sds and 12.8-2 controls Cs=Sds/(R/I)=.733/3.25=0.266
However the NCEES solution uses 12.8-3 Cs=SD1/(T*(R/I)=0.267/(.149*3.25)=0.551
Why are they using 12.8-3 if Ta is less than Ts????????????
Thanks!
pe_structural_II_errata1.pdf