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www.hilti.com <br />Hilti PROFIS Engineering 3.1.30 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2026 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />3 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />Tesla <br />1216 Stealth St, Livermore, CA 94551 <br /> | <br />V4 Cabinet Anchorage <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />3 <br />Yoo Jin Kim <br />yokim@tesla.com <br />4/21/2026 <br />2 Proof I Utilization (Governing Cases) <br />Design values [lb]Utilization <br />Loading Proof Load Capacity bN / bV [%]Status <br /> Tension Concrete Breakout Failure 843 1,999 43 / -OK <br /> Shear Concrete edge failure in direction y+565 1,985 - / 29 OK <br />Loading bN bV z Utilization bN,V [%]Status <br /> Combined tension and shear loads 0.422 0.284 5/3 37 OK <br />3 Warnings <br />• Please consider all details and hints/warnings given in the detailed report! <br />Fastening meets the design criteria! <br />14