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POST-INSTALLED ANCHOR ANALYSIS PER ACI 318-19(ACI 318-14), CHAPTER 17 Configuration 1 4ft <br />Wide Bay <br />Assumed cracked concrete application <br />Anchor Type 0.5" dia., 2.5 hef, 5" min, slab <br />ICC Report Number ESR-4266 1.5 . hef = 3.75 in. <br />Slab Thickness (h)= 5 in.Ca1 = 12 useCa1,adj = 3.75 in. <br />Min. Slab Thickness (h)= 5 in.Ca2 = 12 useCa2,adj = 3.75 in. <br />Concrete Strength (fc)= 2800 psi <br />Diameter (da)= 0.5 in.3 . hef = 7.5 in. <br />Nominal Embedment (hnom)= 3 in. <br />Effective Embedment (hef)= 2.5 in.S1 = 6 in.Use S1,adj = 6 in. <br />Number of Anchors (n)= 4 S2 = 6 in.Use S2,adj = 6 in. <br />e`N = 0 <br />e`V = 0 <br />From ICC ESR Report <br />Ase = 0.099 sq.in. <br />f`uta = 114000 psi <br />Smin = 3 in. <br />Cmin = 2.75 in. <br />Cae = 6 in. <br />Np,cr = 9999 lbs <br />fSeismic Adj. Strength <br />Tension Capacity = 1872 lbs 0.75 1404 lbs <br />Shear Capacity = 4032 lbs 0.75 3024 lbs <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Power Distribution Inc <br />Aztec_steve peterson <br />4011 W. CARRAIGE D <br />SANTA ANA, CA <br />31 <br />kelvira <br />6/19/2024 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20240103_2 <br />4011 W Carriage Dr <br />9/11/2024