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Structural Calculations <br />Charge Ready Program <br />Date: 10/27/2023 <br />Calculated by: MM <br />Checked By: DPB <br />Ie 1.5(Importance Factor, ASCE 7-16 Section 13.1.3) <br />ap 1.0(Amplification Factor, ASCE 7-16 Table 13.6-1) <br />Rp 2.5(Response Modification Factor, ASCE 7-16 Table 13.6-1) <br />Ω 2(Overstrength Factor, ASCE 7-16 Table 13.6-1) <br />z 0 <br />h 1 <br />Fp <br />0.4 apSDS <br />Rp <br />Ie <br /> <br /> <br />1 2 z <br />h <br />0.25(ASCE 7-16 Equation 13.3-1) <br />Fp.min 0.3 SDSIe0.47(ASCE 7-16 Equation 13.3-2) <br />(ASCE 7-16 Equation 13.3-3)Fp.max 1.6 SDSIe2.48 <br />Fp min max Fp Fp.min Fp.max 0.47 <br />Fv 0.2 SDS0.21 <br />EV SWBD-1 <br />Eh1 Fp DL1weq1 leq1 1024 lb(Horizontal Seismic Force, ASCE 7-16 Section 13.3.1.1) <br />Mh1 Eh1 hg1 <br />2 <br />3 heq1 <br />5.12 kip ft <br />Ev1 Fv DL1weq1 leq1 455 lb(Vertical Seismic Force, ASCE 7-16 Section 13.3.1.2) <br />EV SWBD-2 <br />Eh2 Fp DL2 weq2 leq2 206 lb(Horizontal Seismic Force, ASCE 7-16 Section 13.3.1.1) <br />Mh2 Eh2 hg2 <br />2 <br />3 heq2 <br />0.73 kip ft <br />Ev2 Fv DL2 weq2 leq2 91 lb(Vertical Seismic Force, ASCE 7-16 Section 13.3.1.2) <br />150kVA Transformer <br />Eh3 Fp DL3 weq3 leq3 537 lb(Horizontal Seismic Force, ASCE 7-16 Section 13.3.1.1) <br />Page: 4 of 5 <br />909 N Grand Ave - <br />101116238 & 201806132/15/2024