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<br /> ',MILT'', MILT'
<br /> www.hlltt.us Profis Anchor 2.7.9 www.hitti.us Profis Anchor 2.7.9
<br /> Company: Page: 1 Company. Page: 2
<br /> Specifies. Project: Specifier. Project:
<br /> Address: Sub-Project I Pos.No.: Address: Sub-Project I Pos.No.:
<br /> Phone I Fax: I Date: 11/14/2010 Phone I Fax: I Date: 11/14/2018
<br /> E-Mail: E-Mall:
<br /> Specl6er's comments: 2 Proof I Utilization(Governing Cases)
<br /> Design values[111 Utilization
<br /> 1 Input data (1 • Loading Proof Load Capacity pa/pv(%] Status
<br /> 4 _t. l -1.;=t 4-,,r- ----1,..
<br /> Anchor type and diameter: KWIK HUS-EZ(KH-EZ)3/4(4) ,:‘,..,.-.._.7' t _.k`.,.i—`�'4'' Mi Tension - - - _/.
<br /> Effective embedment depth: helaa=2.920 in.,h„„,„=4.000 in.
<br /> V—�_ti''YA V'w °"`c'-�' 1 Shear Pryout Strength 14,680 20,653 -/72 OK
<br /> Material: Carbon Steel
<br /> Evaluation Service Report ESR-3027 Loading ]{a �v S Utilization 11,,,,[%] Status
<br /> Combined tension and shear loads - - - - -
<br /> Issued!Valid: 12/1/2017)12/1/2019
<br /> Proof: Design method ACI 318-14/Mech.
<br /> Stand-off installation: e5=0.000 in.(no stand-off);t=0.500 in. 3 Warnings
<br /> Anchor plate: I,x Ir x t=33.000 In.x 5.000 In.x 0.500 in.;(Recommended plate thickness:not calculated •Please consider all details and hints/warnings given in the debited report(
<br /> Profile: no profile
<br /> Base material: cracked concrete,3000,1,'=3,000 psi;h=420.000 in. Fastening meets the design criteria!
<br /> Installation: hammer drilled hole,Installation condition:Dry 4 Remarks;Your Cooperation Duties
<br /> Reinforcement; tension:condition B,shear:condition B;no supplemental splitting reinforcement present •Any and all information end data contained In the Software concern solely the use of HIM products and are based on the principles,formulas and
<br /> edge reinforcement:none or<No.4 bar security regulations in accordance with Hillis technical directions and operating,mounting and assembly instructions,etc.,that must be strictly
<br /> Seismic loads(rat.C,D,E,or F) Tension load:yes(17.2.3.4.3(d)) complied with by the user.All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using
<br /> the relevant Hilti product.The results of the calculations carried out by means of the Software are based essentially on the dab you put in.
<br /> Shear load:yes(17.2.3.5.3(a)) Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put In by you.
<br /> Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to
<br /> R-user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions compliance with applicable norms and permits,prior to using them for your specific facility.The Software serves only as an aid to interpret norms
<br /> and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability fora specific
<br /> (stiffeners,...)
<br /> application.
<br /> Geometry[in.]&Loading(Ib,MAI)] regular
<br /> You must take all necessary and reasonable steps to prevent or limit damage caused by the Software.In particular,you must arrange for the
<br /> regular backup of programs and data and,If applicable,carry out the updates of the Software offered by Ffil9 on a regular basis.If you do not use
<br /> z the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case
<br /> by carrying out manual updates via the HMI Website.HIM will not be Sable for consequences,such as the recovery of lost or damaged data or
<br /> programs,arising from a culpable breach of duty by you.
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<br /> Input data and results meet bo checked for agreement GM the existing conditions and for plaudbelM Gad data and results must be checked for a0reement with the edsd p candltione and for plaaslbtlryl
<br /> PRGnS Ander(c)2003-20091u11 AG,FL9494 Schoen Her H o rogldered Tmdommk of nut AG.Selman PRGFLS Anchor(c)2003-2009 Her AG,FL•9ane Schen Hull is a re/Glared Trademark or roe AG.Screen
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