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Record ID: 22.102 <br />Carrier Site ID: LSSNA01229A <br />Carrier Site Name: Saint Anne <br />Date: 12/19/2022 <br />PROJECT DATA <br />Component Amplification Factor, ap: 1.0 - <br />Component Response Mod Factor, Rp: 2.5 - <br />Component Importance Factor, Ip: 1.0 - <br />Overstrength Factor, ɏ: 2.5 - <br />Short Period Site Coefficient, Fa: 1.20 - <br />Long Period Site Coefficient, Fv: 1.84 - <br />SMS: 1.541 g <br />SM1: 0.845 g <br />SDS: 1.027 g <br />SD1: 0.563 g <br />z/h: 0 - <br />Minimum Lateral Force, Fpmin: 126.0 lbs. <br />Maximum Lateral Force, Fpmax: 672.2 lbs. <br />Lateral Force, Fp: 168.0 lbs. <br />Max. Anchor/Group Tension Force: 182.7 lbs. <br />Max. Anchor/Group Shear Force: 108.5 lbs. <br />Max. Anchor/Group Tension Force: 339.6 lbs. <br />Max. Anchor/Group Shear Force: 154.5 lbs. <br />Max. Anchor/Group Tension Force: 35.3 lbs. <br />Max. Anchor/Group Shear Force: 42.0 lbs. <br />Max. Anchor/Group Tension Force: 46.3 lbs. <br />Max. Anchor/Group Shear Force: 42.0 lbs. <br />Equation 11.4-2 <br />Equation 11.4-3 <br />Equation 11.4-1 <br />Section 13.1.3 <br />Table 13.6-1 <br />Table 13.6-1 <br />SEISMIC CALCULATIONS <br />Equation 11.4-4 <br />ACI Appendix D <br />Table 11.4-1 <br />Table 11.4-2 <br />(0.9 - 0.2SDS)D + 1.0E [Side] <br />Governing Load Combinations that result in the highest uplift: <br />0.9D + 1.0W [Front] <br />-- <br />Equation 13.3-3 <br />Equation 13.3-2 <br />Equation 13.3-1 <br />ANCHOR FORCES <br />-- <br />-- <br />0.9D + 1.0W [Side] <br />-- <br />-- <br />-- <br />-- <br />(0.9 - 0.2SDS)D + 1.0E [Front] <br />-- <br />-- <br />1344 3%4 S Main <br />St WCC01 - <br />10111364403/23/23