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www.hilti.us Profis Anchor 2.4.8 <br /> Company: Page: <br /> Specifier: Project: <br /> Address: Sub-Project I Pos.No.: <br /> Phone I Fax: Date: 5/9/2016 <br /> E-Mail: <br /> 2 Load case/Resulting anchor forces <br /> Load case:Design loads / 05 y 06 <br /> Anchor reactions[ib] / ( \ <br /> Tension force:(+Tension,-Compression) T on \ <br /> Anchor Tension force Shear force Shear force x Shear force y / <br /> 1 1138 78 0 78 <br /> 2 0 78 0 78 ` 04 x 01 j <br /> 3 0 78 0 78 <br /> 4 1138 78 0 78 ; <br /> 5 2419 78 0 78 \ <br /> 6 2419 78 0 78 j <br /> max.concrete compressive strain: 0.06[%e] <br /> max.concrete compressive stress: 280[psi] 3 • 2// <br /> resulting tension force in(x/y)=(0.000/6.600): 7114[lb] Cotr>prsion----' <br /> resulting compression force in(x/y)=(0.000/-10.815):7114[lb] <br /> 3 'tension load <br /> Load Nt,a[Ib] Capacity,ON,[lb]....._ Utilization ON=Nuat#Nn Status <br /> .............. <br /> Steel Strength*_ � 2419 18840 � 13 Olt <br /> Pullout Strength* N/A N/A NIA N/A <br /> Concrete Breakout Strength— 7114 12939 55 OK <br /> *anchor having the highest loading `*anchor group(anchors in tension) <br /> 3.1 Steel Strength <br /> Naa =ESR value refer to ICC-ES ESR-1917 <br /> 4 Nsteel>Nua ACI 318-11 Table D.4.1.1 <br /> Variables <br /> n Ase,N[in?] futa[psi] <br /> 1 0.24 106000 <br /> Calculations <br /> N.[lb] <br /> 25120 <br /> Results <br /> Nsa[lb] Osteel 0 Nsa[lb] Nua[lb] <br /> 25120 0.750 18840 2419 <br /> — ----......................................... ... —.. _..__ — -- <br /> Input data and results must be checked for agreement with the existing conditions and for plausibility <br /> PROMS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilb AG,Schaan <br />