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1■■111 j119 <br /> www.hilti.us Profis AnchoA.7A <br /> Company: Point 2 Structural Engineers Page: 1 <br /> Specifier: Brad J Rollins Project: 5501 Anchor <br /> Address: 3701 Business Drive,Sacramento CA Sub-Project I Pos.No.: CS18-181 <br /> Phone I Fax: Date: 9/24/2018 <br /> E-Mail: <br /> Specifiers comments: <br /> 1 Input data <br /> -- e <br /> Anchor type and diameter: HIT-HY 200+HAS-V-36 HDG(ASTM F1554 Gr.36)5/8 .6 <br /> Effective embedment depth: hef,opti-4.646 in.(hef,limit= 12.500 in.),hnam=3.125 in. "4H°" goo <br /> Material: ASTM A 1554 Grade 36 <br /> Evaluation Service Report: ESR-3187 <br /> Issued I Valid: 3/1/2018 13/1/2020 <br /> Proof: Design method ACI 318-14/Chem <br /> Stand-off installation: eb=0.000 in. (no stand-off);t=0.500 in. <br /> Anchor plate: Ix x lY x t=3.000 in.x 5.000 in.x 0.500 in.;(Recommended plate thickness:not calculated <br /> Profile: no profile <br /> Base material: cracked concrete,2500,fb'=2,500 psi;h= 18.000 in.,Temp.short/long:32/32°F <br /> Installation: hammer drilled hole,Installation condition: Dry <br /> Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present <br /> edge reinforcement:none or<No.4 bar <br /> Seismic loads(cat.C,D,E,or F) Tension load:yes(17.2.3.4.3(d)) <br /> Shear load:yes(17.2.3.5.3(c)) <br /> R-user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions(stiffeners,...) <br /> Geometry[in.]&Loading[Ib,in.lb] <br /> Z <br /> 0 <br /> 00 <br /> \ ,5w <br /> • <br /> ops <br /> Input data and results must be checked for agreement with the existing conditions and for plausibility! <br /> PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br />