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www.hilti.com <br />Hilti PROFIS Engineering 3.0.81 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />4 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Concrete - Dec 19, 2022 <br />Great Lakes DC#12804-AC Anchorage <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />4 <br />12/19/2022 <br />4 Shear load <br />Load Vua [lb]Capacity GVn [lb] Utilization CV = Vua/GV n Status <br /> Steel Strength*155 5,426 3 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**155 1,683 10 OK <br /> Concrete edge failure in direction x+**155 2,743 6 OK <br /> * highest loaded anchor **anchor group (relevant anchors) <br />4.1 Steel Strength <br />Vsa,eq = ESR value refer to ICC-ES ESR-4266 <br />I Vsteel t Vua ACI 318-14 Table 17.3.1.1 <br />Variables <br />Ase,V [in.2]futa [psi]DV,seis <br />0.10 120,404 1.000 <br />Calculations <br />Vsa,eq [lb] <br />8,348 <br />Results <br />Vsa,eq [lb]Isteel Inonductile I Vsa,eq [lb]Vua [lb] <br />8,348 0.650 1.000 5,426 155 <br />1344 3%4 S Main <br />St WCC01 - <br />10111364403/23/23