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POST-INSTALLED ANCHOR ANALYSIS PER ACI 318-14, CHAPTER 17 Configuration 1 1 <br />Assumed cracked concrete application <br />Anchor Type 0.5" dia., 3.25 hef, 6" min, slab <br />ICC Report Number ESR-678 1.5 . hef = 4.875 in. <br />Slab Thickness (h)= 6 in.Ca1 = 12 useCa1,adj = 4.875 in. <br />Min. Slab Thickness (h)= 6 in.Ca2 = 12 useCa2,adj = 4.875 in. <br />Concrete Strength (fc)= 3000 psi <br />Diameter (da)= 0.5 in.3 . hef = 9.75 in. <br />Nominal Embedment (hnom)= 3.625 in. <br />Effective Embedment (hef)= Hef S1 <br />= 6.25 <br />in.Use S1,adj = 6.25 in. <br />Number of Anchors (n)= 4 S2 <br />= 6.25 <br />in.Use S2,adj = 6.25 in. <br />e`N = 0 <br />e`V = 0 <br />From ICC ESR Report <br />Ase = 0.103 sq.in. <br />f`uta = 105900 psi <br />Smin = 4 in. <br />Cmin = 4 in. <br />Cae = 10 in. <br />Np,cr = 9999 lbs <br />fSeismic Adj. Strength <br />Tension Capacity = 2388 lbs 0.75 1791 lbs <br />Shear Capacity = 3393 lbs 0.75 2544 lbs <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Pace Supply <br />The Beacon Group_Kevin <br />3421 W. Segerstro <br />Santa Ana, CA <br />21 <br />tchang <br />6/20/2023 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20230619_19 <br />3421 W Segerstrom Ave - <br />10111647610/31/2023