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project by CASA <br /> location date 5/23/2025 <br /> client job no. 22-115 <br />CLU3236/CLL03236 <br />2333 NORTH BROADWAY <br />SMARTLINK <br />Note: for maximum compression load, consider Ev is in the same direction of the gravity <br />3337 lbs <br />4626 lbs <br />2313 lbs 2313 lbs <br />5096 lbs 5096 lbs <br />Mot=total horizontal*unit height/2 <br />Mot=140146 lbs-in <br />T/C= Mot/ unit width <br />T/C=5096 lbs <br />Vertical Reaction= Total Vertical/2 <br />Vertical Reaction= 2313 lbs <br />Net Omega Compression = Vertical Reaction+T/C <br />Net Omega Compression= 7409 lbs (compression) <br />Compression Force (lb)= 7409 <br />Shear Force (lb)= 3337 < 3000 (V allow)Fails <br />Tension Force (lb)= 3970 < 1870 (T allow)Fails <br />t/T + v/V= 3.24 <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 ESR4266. Fill all holes in <br />support rails with anchors, typical. See following pages for <br />anchorage calcs. <br />AT&T <br />CLU3236/CLL03236 <br />Page 7 of 19