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1 Input data <br /> i 4 4 A <br /> Anchor type and diameter: KWIK HUS-EZ(KH-EZ)1/2(2 1/4) <br /> Item number: 418071 KH-EZ 112"x3" <br /> Effective embedment depth: hef.act=1.520 in..h„,,,,,=2.250 in. <br /> Material: Carbon Steel <br /> Evaluation Service Report: ESR-3027 <br /> Issued I Valid: 4/1/2022 112/1/2023 <br /> Proof: Design Method ACI 318-19/Mech <br /> Stand-off installation: eb=0.000 in.(no stand-off);t=0.375 in. <br /> Anchor plate`': Ix x ly x t=6.000 in.x 6.000 in.x 0.375 in.;(Recommended plate thickness:not calculated) <br /> Profile: Square HSS(AISC),HSS4X4X.1875;(L x W x T)=4.000 in.x 4.000 in.x 0.188 in. <br /> Base material: cracked concrete.2500,f,'=2.500 psi:h=4.500 in. <br /> Installation: hammer drilled hole,Installation condition:Dry <br /> Reinforcement: tension:not present,shear:not present; no supplemental splitting reinforcement present <br /> edge reinforcement:none or<No.4 bar <br /> 2 Load case/Resulting anchor forces sky <br /> Anchor reactions[lb] <br /> 03 ,n4 <br /> Tension force:(+Tension,-Compression) <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 819 39 39 0 <br /> 2 0 39 39 0 io,,x Cip.l <br /> 3 819 39 39 0 Compress on <br /> 4 0 39 39 0 <br /> max.concrete compressive strain: 0.08[`Xoo) <br /> max.concrete compressive stress: 348[psi) 0 1 i'�~} 2 <br /> resulting tension force in(x/y)=(0.000/0.000): 0[lb] <br /> resulting compression force in(x/y)=(5.478/3.000): 1.637[lb) <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br /> 3 Tension load <br /> Load Nua(lb] Capacity• N [lb) Utilization H„=Nu,/0 N„ Status <br /> Steel Strength' 819 11.778 7 OK <br /> Pullout Strength` N/A N/A N/A N;A <br /> Concrete Breakout Failure** 1,637 1,944 85 OK <br /> ' highest loaded anchor ""anchor group(anchors in tension) <br /> 4 Shear load <br /> Load V,,,,[lb] Capacity 4 V„[ib] Utilization By=VJ• V„ Status <br /> Steel Strength" 39 5,547 1 OK <br /> Steel failure(with lever arm)" N/A N/A N/A N/A <br /> Pryout Strength" 155 3,929 4 OK <br /> Concrete edge failure in direction"" N/A N/A N/A N/A <br /> "highest loaded anchor ""anchor group(relevant anchors) <br /> 728 134th St. SW,Ste 200,Everett,WA 98204 1 (425)741-3800 <br /> Project: Boeing Bldg 40-05/40-31 Pg.No: <br /> •eid iddleton Address: 3003 W Casino Rd,Everett,WA 98204 Date: 12/7/2023 <br /> Client: Sazan Group Job No.: 262023.028 <br /> ! .- Pace 7 of 7' <br /> ' , t, <br />