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1337 S Huron Dr Santa Ana, California 92704 <br />Table 1-1 & 11.5-1 <br />Table 12.2-1 <br />Section 11.4.1 <br />Section 11.4.1 <br />Table 11.6-1 & 2 <br />Table 11.4-1 <br />Table 11.4-2 <br />Equation 11.4-1 <br />Equation 11.4-2 <br />Equation 11.4-3 <br />Equatjion 11.4-4 <br />Table 12.8-2 <br />Table 12.8-2 <br />Equation 12.8-7 <br />Table 12.8-1 <br />Section 12.8.2 <br />Section 12.8.2 <br />Figure 22-15 <br />Section 12.8.2 <br />Section 12.8.2 <br />Strength 11471 lbs <br />ASD 8030 lbs <br />9222 lbs <br />11471 <br />11471 <br />Long-Building Transition Period (sec)8 <br />Period (sec)0.21 <br />Seismic Response Coefficient, Cs 0.178 <br />0.188Approximate Fundamental Period (sec), Ta <br />Coefficient for Upper Limit 1.4 <br />Actual Building Period n/a <br />Upper Limit on Fundamental Period 0.294 <br />Combination of Load Effects <br />1.2D+1.0E+0.5L+0.2S <br />0.9D+1.0E <br />Earthquake Force <br />Long:-117.906398 <br />Importance Factor 1 <br />Response Factor 6.5 <br />Short Period Reponse Acceleration, Ss 1.49 <br />1 Sec. Response Acceleration, S1 0.56 <br />Seismic Design Category D <br />Site Coefficient, Fa 1 <br />1Site Coefficient, Fv <br />Max Considered Short Earthquake, Sms 1.74 <br />Wind Force <br />Base Shear Determination <br />X- DIRECTION <br />Y - DIRECTION <br />max <br />lbs <br />lbs <br />Seismic Load <br />1.3 rho <br />System Overstrength Factor 2.5 Ωo <br />Deflection Amplification Factor 4 Cd <br />Reliability Factor <br />Max Considered 1 Second Earthquake, Sm1 1.23 <br />Spectral Response Acceleration, Sds 1.160 <br />spectral Response Acceleration, Sd1 0.820 <br />Period Parameter 1, Ct 0.02 <br />Period Parameter 2, x 0.75 <br />Lat: 33.729298 <br />3/16