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www.hilti.com <br />Hilti PROFIS Engineering 3.0.88 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2023 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 />Tesla <br /> | <br />CMA <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />4 <br />Kirill Voronov <br />kvoronov@tesla.com <br />10/9/2023 <br />4 Shear load <br />Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status <br /> Steel Strength*1,753 8,034 22 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**1,753 7,705 23 OK <br /> Concrete edge failure in direction x+**1,753 2,680 66 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 />f Vsteel ³ Vua ACI 318-19 Table 17.5.2 <br />Variables <br />Ase,V [in.2]futa [psi]aV,seis <br />0.16 114,604 1.000 <br />Calculations <br />Vsa,eq [lb] <br />12,360 <br />Results <br />Vsa,eq [lb]f steel f nonductile f Vsa,eq [lb]Vua [lb] <br />12,360 0.650 1.000 8,034 1,753 <br />9 1312 E Warner Ave - <br />101117461 & 201815044/29/2024