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CALCULATION SHEET <br />SUBJECT:DATE:JOB NO: <br />BY:SHEET: <br />C:\Users\sfigueria\Documents\Blank Calc Sht1 <br />3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com <br />Illumination Foundation 23-0221-00 <br />Trash Enclosure - Wall <br />Feb-2025 <br />EG <br />Seismic Lateral Load <br />Cs,min = 0.044SDSIe = 0.044(1.0592)(1) = 0.047 <br />Cs = SDS/(R/Ie) = 1.0592 / (2.5/1) = 0.424 <br />W = 125pcf(8"/12) = 83psf <br />Fp = CsW = (0.424)(83psf) = 35.2psf <br />Vu = (35.2psf)(16")(7') = 329lb <br />Mu = 329lb(7') = 2300 lb-ft <br />Wind Lateral Load <br />qh = 0.00256KzKztKdKeV2 = 0.00256(0.85)(1)(0.85)(1)(95)2 = 16.7 psf <br />G = 0.85 <br />Horizontal dimension, B = 11'-0" <br />Vertical dimension, s = h = 6'-0" <br />B/s = 1.83 <br />s/h = 1 <br />Cf = 1.45 <br />F = qhGCf = 16.7psf(0.85)(1.45) = 20.6psf <br />Vu = (20.6psf)(16")(6') = 165lb <br />Mu = 165lb(6'-0") = 989 lb-ft <br />Demand <br />Mu = max(2300lb-ft, 989lb-ft) = 2300lb-ft = 27.6 k-in <br />Vu = 329lb <br />Seismic load governs <br />FpW 8" <br />6' <br />- <br />0 <br />" <br />7' <br />- <br />0 <br />" <br />5.1.1 <br />914-918 N Bewley <br />St5/8/2025