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i 6'111/1//1Y�9 <br /> www.hiltims PROMS Anchor 2.0.9 <br /> Company: Associated Design&Engineering Inc, Page: 1 <br /> Specifier: Terry Moore,P.E. Project: 275 Gallon <br /> Address: 66 E.Escalon,Suite 107 Sub-Project I Pos.No.: Snyder Industries Inc. <br /> Phone I Fax: 559-431-2389 1559-431-2074 Date: 9/3/2010 <br /> E-Mail: terrym@adeinc.biz <br /> Specifier's comments: <br /> Input data <br /> Anchor type and diameter: HIT-RE 500-SD+HAS,3/4 <br /> Effective embedment depth: h.,D,=3.440 In.{h ,„ =7.250!n.) <br /> Material: ASTM F 568M Class 5.8 <br /> Evaluation Service Report:: ESR 2322 <br /> Issued I Valid: 11/1/2007 - <br /> Proof: design method ACI 3181 AC308 <br /> Stand-off installation: ee=0.000 in.(no stand-off);t=0,375 In. <br /> Anchor plate: I,x 1,x t=4.000 x 4.000 x 0.375 in.(Recommended plate thickness:not calculated) <br /> Profile S shape(AISC);(L x W x T x FT)=3.000 in.x 2.330 in.x 0.170 in.x 0.260 in. <br /> Base material: cracked concrete,2500,f;=2500 psi;h=9.000 In.,Temp.short/long:32132°F <br /> Installation: hammer drilled hole,installation condition:dry <br /> Reinforcement: condition B;no supplemental splitting reinforcement present <br /> edge reinforcement:none or<No.4 bar <br /> Geometry[In,] Loading[lb,in.-lb] <br /> Y Governing loads <br /> N =340 V,,=0 <br /> M,=0.000 My=0.000 <br /> 0 <br /> 4` �R <br /> z <br /> s. <br /> N <br /> C. <br /> 1 � <br /> o X <br /> Eccentricity(structural section)(in.) <br /> 24.000 9,000 e,=0.000 V„=2211 <br /> ey=0.000 M,=0.000 <br /> Proof I Utilization(Governing Cases) <br /> Design values(ib) Utilization[%) <br /> Loading Proof Load Capacity N113V Status <br /> Tension Concrete Breakout Strength 340 2153 v 16/- OK <br /> Shear Concrete edge failure in 2211 3884 457 OK <br /> direction x+ <br /> Loading (i„ PV Utilization(i,,,V[%] Status <br /> Combined tension and shear 0,158 0,569 5/3 44 OK <br /> loads <br /> Warnings <br /> -Please consider all details and hints/warnings given in the detailed report! <br /> Fastening meets the design criteria! <br /> Input data and results must he chocked for agreement with the existing conditions and for plausibility! <br /> PROFIS Anchor(c)2003-2000 Hill AG,Ft.-9494 Schwan Hilli is a registered Trademark of Hilt!AG,Schwan <br />