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Structural Calculations <br />Charge Ready Program <br />Date: 10/27/2023 <br />Calculated by: MM <br />Checked By: DPB <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 />Eh Fp DL6 lb(Horizontal Seismic Force, ASCE 7-16 Section 13.3.1.1) <br />Ev Fv DL3 lb(Vertical Seismic Force, ASCE 7-16 Section 13.3.1.2) <br />Reactions due to Seismic in X-Direction: <br />Rx2 <br />Eh <br />n 3.05 lb(Shear Reaction at Base of Post) <br />Fy2 <br />Eh hg <br />heq <br />2 <br /> <br />s n7.27 lb(Vertical Reaction at Base of Post; One Post in Compression; One in <br />Uplift) <br />Reactions due to Seismic in Z-Direction: <br />Rz2 <br />Eh <br />n 3.05 lb(Shear Reaction at Base of Post) <br />Mx2 <br />Eh <br />n h g <br />h eq <br />2 <br />7.27 lb ft(Moment Reaction at Base of Post) <br />Reactions due to Seismic in Y-Direction: <br />Fv <br />Ev <br />n 1.35 lb(Vertical Reaction at Base of Post due to Vertical Seismic Force) <br />IV. Post Design <br />Mu.max max M x1 M x2 22.31 lb ft <br />Page: 3 of 4 <br />909 N Grand Ave - <br />101116238 & 201806132/15/2024