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I11IIILTI <br /> www.hilti.us Profis Anchor 2.7.9 <br /> Company: Page: 1 <br /> Specifier: Project: <br /> Address: Sub-Project I Pos.No.: <br /> Phone I Fax: I Date: 10/29/2018 <br /> E-Mail: <br /> Specifier's comments: <br /> 1 Input data fir, moan " F <br /> Anchor type and diameter: HIT-HY 200+HAS-E B7 5/8 <br /> Effective embedment depth: hecect=12.500 in.(het,um t=-In.) rnr am,vzoo <br /> Material: ASTM A 193 Grade B7 <br /> Evaluation Service Report: ESR-3187 <br /> Issued I Valid: 3/1/2018(3/1/2020 <br /> Proof: Design method ACI 318-14/Chem <br /> Stand-off installation: -(Recommended plate thickness:not calculated) <br /> Profile: no profile <br /> Base material: cracked concrete,3000,fc'=3,000 psi;h=24.000 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(c)) <br /> Shear load:yes(17.2.3.5.3(a)) <br /> tz-user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions <br /> (stiffeners,...) <br /> Geometry[in.)&Loading[Ib,in.lb] <br /> A <br /> t = y l <br /> '�c`3 , O <br /> ,x <br /> Input date and results must be checked for agreement with the existing conditions and for plausibility/ <br /> PROFIS Anchor(c)2003-2009 HMI AG,FL-9494 Schaan Hint Is a registered Trademark of HIM AG,Schaan <br />