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- - ! I�A�6t(' "'' l�V7lPkiLkYl>Wtllll. <br />Hilti PROMS Engineering 3.1.23 <br />www.hilti.com <br />Company: - - - - - - - - - Page: - <br />Address: Specifier: <br />Phone I Fax: I E-Mail: <br />Design: Concrete - Oct 15, 2025 Date: <br />Fastening point: <br />1.1 Design results <br />Case Description Forces [lb] / Moments [in.lb] <br />1 Combination 1 N = 2,376; Vx = 0; Vy = 1,575; <br />Mx = 0; My = 0; Mz = 0; <br />2 Load case/Resulting anchor forces <br />Anchor reactions [Ib] <br />Tension force: (+Tension, -Compression) <br />Anchor Tension force Shear force Shear force x Shear force <br />1 1,188 788 0 788 <br />2 1,188 788 0 788 <br />Max. concrete compressive strain: <br />Max. concrete compressive stress: - [psi] <br />Resulting tension force in (x/y)=(-0.000/0.000): 2,376 [lb] <br />Resulting compression force in (x/y)=(-/-): 0 [lb] <br />Anchor forces are calculated based on the assumption of a rigid anchor plate. <br />3 Tension load <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />TDR-PERMIT ISSUANCE <br />Mas-t-eHD: <br />Date: 2 <br />Seismic Max. Util. Anchor <br />yes 65 <br />y <br />111 <br />-._ ♦x <br />Tension <br />2 <br />Load Naa [lb] Capacity � No Vb] Utilization ON = N..-/# N_ S <br />uEvvl ouciiyui- 1,188 <br />Pullout Strength* N/A <br />Concrete Breakout Failure** 2,376 <br />* highest loaded anchor **anchor group (anchors in tension) <br />Input data and results must be checked for conformity with the existing conditions and for plausibililyl <br />PROFIS Engineering (c) 2003-2025 Hilti AG, FL-9494 Schaan HIM is a registered Trademark of HIM AG, Schaan <br />11, 3 <br />8,433 15 OK <br />N/A N/A N/A <br />3,675 65 OK <br />2 <br />