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I Input data <br />4 . 4 <br />Anchor type and diameter: <br />KWIK HUS-EZ (KH-EZ) 112 (2 114) <br />Item number: <br />418071 KH-EZ 1/2"x3" <br />Effective embedment depth: <br />h"." =1.520 in., h,,,,,,, = 2250 in. <br />Material: <br />Carbon Steel <br />Evaluation Service Report: <br />ESR-3027 <br />Issued I Valid: <br />4/1/2022 1121112023 <br />Proof <br />Design Method ACI 318-19 / Mech <br />Stand-off installation: <br />ea = 0.000 in. (no stand-off); t = 0.375 in. <br />Anchor plate` : <br />1. x 1,, x t = 6.000 in. x 6.000 in. x 0.375 in.: (Recommended plate thickness: not calculated) <br />Profile: <br />Square HSS (AISC). HSS4X4X.1875; (L x W x T) = 4.000 in. x 4.000 in. x 0.188 in. <br />Base material: <br />cracked concrete. 2500, fr' = 2,500 psi; In = 4.500 in. <br />Installation: <br />hammer drilled hole, Installation condition: Dry <br />Reinforcement: <br />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 <br />Anchor reactions fib) <br />Tension force- (+Tension. -Compression) <br />Anchor Tension force <br />Shear force <br />Shear force x <br />Shear force <br />1 819 <br />39 <br />39 <br />0 <br />2 0 <br />39 <br />39 <br />0 <br />3 819 <br />39 <br />39 <br />0 <br />4 0 <br />39 <br />39 <br />0 <br />max. concrete compressive strain: <br />0.08 f%.1 <br />max. concrete compressive stress: <br />348 [psi] <br />resulting tension force in (x/y)=(0.000/0.000). 0 [lb] <br />resulting compression force in (x/y)=(5.478/3.00% 1,637 [lb) <br />Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />3 Tension load <br />Y <br />03 04 <br />\:J <br />Compress n <br />01 02 <br />Load N.. fib) Capacity 4 Nn fib) Utilization Pa = N_t# Nn Status <br />Steel Strength' 819 <br />Pullout Strength' N;A <br />Concrete Breakout Failure" 1,637 <br />' highest loaded anchor "anchor group (anchors in tension) <br />4 Shear load <br />11,778 7 OK <br />N/A N/A N/A <br />1.944 85 OK <br />Load V.. jib] Capacity 4 V pb] Utilization 9v = V.A V Status <br />Steel Strength" 39 <br />Steel failure (with lever arm)' N/A <br />Pryout Strength" 155 <br />Concrete edge failure in direction " N/A <br />' highest loaded anchor "anchor group (relevant anchors) <br />eid Middleton <br />5.547 <br />1 <br />OK <br />NIA <br />N/A <br />N/A <br />3,929 <br />4 <br />OK <br />N/A <br />N/A <br />NIA <br />728 134th St. SW, Ste 200, Everett, WA 98204 1 (425) 741-3800 <br />Project: Boeing Bldg 40-56 Pg. No: <br />Address: 3003 W Casino Rd, Everett, WA 98204 Date: 1/31/2024 <br />Client: Sazan Group Job No.: 262024.011 <br />Paae 7 of 11 <br />