10. With the given seismic criteria based on building site location and soil type, determine the building's Seismic Design Category: CHAPTER 11 SEISMIC DESIGN CRITERIA Site Class A B C D E F o dignorisine Class A Site Table 11.4-1 Site Coefficient, F. Mapped Risk-Targeted Maximum Considered Earthquake (MCE) Spectral Response Acceleration Parameter at Short Period S, $0,25 0.8 1.0 1.2 1.6 2.5 See Section 11.4.7 Note: Use straight-line interpolation for intermediate values of S. D E F S,= 0.5 0.8 1.0 1.2 1.7 S, 0.1 0.8 1.0 1.7 2.4 3.5 See Section 11.4.7 Note: Use straight-line interpolation for intermediate values of S. for 1005 gmblind sal beste bonites-guildsud 109/2 RETRO B S = 0.2 0.8 1.0 1.6 2.0 3.2 Sem 0.75 0.8 1.0 1.1 1.2 1.2 S = 0.3 0.8 1.0 1,5 S, 1.0 Table 11.4-2 Site Coefficient, F, Mapped Risk-Targeted Maximum Considered Earthquake (MCE) Spectral Response Acceleration Parameter at 1-s Period 1.8 2.8 0.8 1.0 1.0 The 100 anblind vince Value of Sp S, 1.25 0.8 1.0 S,= 0.4 0.8 1.0 1.4 1.6 2.4 1.0 1.0 0.9 Table 11.6-1 Seismic Design Category Based on Short Period Response Acceleration Parameter S, 20.5 0.8 1.0 1.3 1.1 0.9 The nood ombliud omst momom lost? (o 2.4 Sps