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PROJECT Air Liquide <br />FOR Modula <br />SHEET NO.5 <br />CALCULATED BY RF <br />DATE 2/27/2023 <br />POST-INSTALLED ANCHOR ANALYSIS PER ACI 318-14 CHAPTER 17 <br />Assumed cracked concrete application <br />Anchor Type :Hilti Kwik Bolt TZ2 (KB-TZ2) <br />ICC Report Number :ESR-4266 <br />Slab Thickness (ha) :6.00 in <br />Min. Slab Thickness (hmin) :5.50 in O.K. <br />Concrete Strength (f'c) :3000 psi <br />Size, diameter (da) :5/8 in <br />Minimum embedment (hnom):3.750 in <br />Effective Embedment (hef) :3.250 in <br /># Anchors (n) =2 <br />1.5*hef =4.88 in <=== maximum <br />ca1 =6.00 in use ca1,adj =4.88 in <br />ca2 =12.00 in use ca2,adj =4.88 in <br />3*hef =9.75 in <=== maximum <br />s1 =12.00 in use s1,adj =9.75 in <br />s2 =0.00 in use s2,adj =0.00 in <br />e'N =0.00 in <br />e'V =0.00 in <br />From ICC ESR report <br />Ase =0.1640 in^2 <br />Vsa =10,255 lb <br />f'uta =106700 psi <br />Smin =#N/A <br />Cmin =#N/A <br />From calculation result of next two pages <br />Cac =7.00 in <br />Np,cr =N/A DOES NOT GOVERN ACCORDING TO REPORT <br />Øseismic Adj. Strength <br />conversion factor =1.4 <br />Tension Capacity 3547 lb 0.75 2660 lb <br />Shear Capacity 3365 lb 0.75 2524 lb <br />ASD value <br />1800 lb <br />1890 lb <br />1130 E. Cypress St, Covina, CA 91724 <br />E-Mail: Engineering@SeizmicInc.com <br />Tel: (909) 869-0989