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e <br /> www.hilti.us Profis Anchor 2.7.5 <br /> Company: Page: 2 <br /> Specifier. Ryan L Pope Project: Boeing 777x AC2 <br /> Address: 613 Heritage Road, Sub-Project I Pos.No.: Catwalk Modification <br /> Phone I Fax: 864-313-3642 1 Date: 6/21/2018 <br /> E-Mail: rpope@sse-eng.com <br /> 2 Load case/Resulting anchor forces y <br /> Load case:Design loads <br /> 2 <br /> Anchor reactions[lb] <br /> Tension force:(+Tension,-Compression) <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 5877 1960 1960 0 I . <br /> 2 5877 1960 1960 0 <br /> TensicCompre sion <br /> max,concrete compressive strain: 0.60 N] <br /> max.concrete compressive stress: 2620[psi] <br /> resulting tension force in(xly)=(0.000/0.000): 11753 Pb] <br /> resulting compression force in(x/y)=(1.66810.000):11753[Ib] n <br /> 3 Tension load <br /> Load Nua[lb] Capacity Nn[Ib] Utilization PN=Nual�Nn Status <br /> Steel Strength' 5877 1 762 38 OK <br /> Bond Strength— 11753 15681 75 OK <br /> Sustained Tension Load Bond Strength* NIA NIA N/A NIA <br /> Concrete Breakout Strength— 11753 13695 86 OK <br /> 'anchor having the highest loading —anchor group(anchors intension) <br /> 3.1 Steel Strength <br /> Nsa =ESR value refer to ICC-ES ESR-3814 <br /> Nsa?Nua ACI 318-08 Eq.(D-1) <br /> Variables 2� f <br /> Ase.N[In. J futa[psi] <br /> 0.33 72500 <br /> Calculations <br /> Nsa fib) <br /> 24250 <br /> Results <br /> Nsa(lb] steel Nsa[lb] Nua[lb] <br /> 24250 0.650 15762 5877 <br /> Input data and results must be checked for agreement with the existing conditions and for piaosibilityl <br /> PROFIS Anchor(c)2003-2009 Hilti AG.FL-9494 Scnaan Hilo Ise registered Trademark of Hilti AG.Schaan <br />