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Structural Calculations <br />Charge Ready Program <br />Date: 10/27/2023 <br />Calculated by: MM <br />Checked By: DPB <br />Cf 1.4(ASCE Figure 29.4-1) <br />(Design Wind Pressure)q z 0.00256 kzk ztkdkeV2 <br />lb <br />ft2 <br />mph2 <br /> <br /> <br />16.69 lb <br />ft2 <br />Wx Gf Cfqzweqh eq18.70 lb(Force due to Wind in X-Direction) <br />Wz Gf Cfqzleqh eq30.05 lb(Force due to Wind in Z-Direction) <br />Reactions due to Wind in X-Direction: <br />Rx1 <br />Wx <br />n 9.35 lb(Shear Reaction at Base of Post) <br />Fy1 <br />Wx h g <br />h eq <br />2 <br /> <br />s n22.31 lb(Vertical Reaction at Base of Post; One Post in Compression; One in <br />Uplift) <br />Reactions due to Wind in Z-Direction: <br />Rz1 <br />Wz <br />n 15.02 lb(Shear Reaction at Base of Post) <br />Mx1 <br />Wx <br />n h g <br />heq <br />2 <br />22.31 lb ft(Moment Reaction at Base of Post) <br /> Seismic Load: <br />SDS 1.034(Spectral Acceleration, short period, ASCE 7-16 Section 11.4.5) <br />SD1 0.461(Spectral Acceleration,1s period, ASCE 7-16 Section 11.4.6) <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 />Page: 2 of 4 <br />909 N Grand Ave - <br />101116238 & 201806132/15/2024