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project by CASA <br /> location date 6/9/2025 <br /> client job no. 25-181 <br />CLU3418 <br />3000 WEST MACARTHUR <br />SMARTLINK <br />Note: for maximum compression load, consider Ev is in the same direction of the gravity <br />2343 lbs <br />4615 lbs <br />2307 lbs 2307 lbs <br />4335 lbs 4335 lbs <br />Mot=total horizontal*unit height/2 <br />Mot=98406 lbs-in <br />T/C= Mot/ unit width <br />T/C=4335 lbs <br />Vertical Reaction= Total Vertical/2 <br />Vertical Reaction= 2307 lbs <br />Net Omega Compression = Vertical Reaction+T/C <br />Net Omega Compression= 6642 lbs (compression) <br />Compression Force (lb)= 6642 <br />Shear Force (lb)= 2343 < 3000 (V allow)OK <br />Tension Force (lb)= 3203 < 1870 (T allow)Fails <br />t/T + v/V= 2.49 <Fails(4.2.2, ESR 1917) <br />Use Four (4) 5/8 inch diameter x 3-1/4 inch embedment Hilti Kwik <br />Bolt TZ2 expansion anchors, (2) each side of unit (minimum), to <br />attach unit to new pad on grade, per ESR-4266. Fill all holes in <br />support rails with anchors, typical. See following pages for <br />anchorage calcs. <br />AT&T <br />CLU3418 <br />7 of 39