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Structural Calculations <br />Charge Ready Program <br />Date: 10/27/2023 <br />Calculated by: MM <br />Checked By: DPB <br />Sx 0.202in3(Section Modulus; Per Unistrut Manual) <br />σ 3300 lb <br />in2(Yield Stress of Unistrut) <br />Mn σ Sx55.55 lb ft <br />ϕ 0.9 <br />(Moment Capacity of Unistrut)ϕMn ϕ Mn 49.99 lb ft <br />Check if ϕMn Mu.max"OK""No Good" "OK" <br />V. Anchor Design <br />Note: Anchor Design is performed in Hilti Profis. Seismic loads are multiplied by the overload factor. The <br />anchors passes all checks. <br />Vi. Foundation Design <br />Note: Foundation Design is performed in RISA Foundation. The foundation passed all checks. <br />Page: 4 of 4 <br />909 N Grand Ave - <br />101116238 & 201806132/15/2024