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www.hilti.us <br />LM.1 I WE M <br />Profis Anchor 2.7.7 <br />Company: KPFF Consulting Engineers Page: 2 <br />Specifier: Tom Hudgings Project: KP Everett <br />Address: Sub -Project I Pos. No.: Transformer Relocation <br />Phone I Fax: Date: 3/18/2020 <br />E-Mail: <br />2 Load case/Resulting anchor forces <br />Load case: Design loads <br />Anchor reactions [lb] <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force Shear force x Shear force <br />1 1,502 1,574 793 1,360 <br />2 0 1,574 -793 1,360 <br />max. concrete compressive strain: 0.08 [%o] <br />max. concrete compressive stress: 332 [psi] <br />resulting tension force in (x/y)=(0.000/-3.000): 1,502 [lb] <br />resulting compression force in (x/y)=(0.000/4.245): 1,502 [lb] <br />3 Tension load <br />Load No. [lb] <br />Steel Strength* 1,502 <br />Pullout Strength* N/A <br />Concrete Breakout Strength** 1,502 <br />* anchor having the highest loading **anchor group (anchors in tension) <br />3.1 Steel Strength <br />Nsa = ESR value refer to ICC-ES ESR-3027 <br />� Nsa Nua ACI 318-08 Eq. (D-1) <br />Variables <br />Ase,N [in .2] fut. [psi] <br />0.27 90,180 <br />Calculations <br />Nsa [lb] <br />24,210 <br />Results <br />Nsa [lb] steel Nsa [lb] Nua [lb] <br />24,210 0.650 15,736 1,502 <br />Capacity + N [lb] Utilization RN = Nua/+ N <br />15,736 10 <br />N/A N/A <br />5,972 26 <br />Status <br />OK <br />N/A <br />OK <br />x <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 />