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www.hilti.com <br />Hilti PROFIS Engineering 3.1.19 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2025 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 />Landscape Structures Inc. <br />8131 Forney Rd. <br /> | <br />CP041047 STD4 10.75 & 12.75 Rev 2 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />4 <br />felipepena@playlsi.com <br />8/20/2025 <br />4 Shear load <br />Load Vua [kip]Capacity f Vn [kip]Utilization bV = Vua/f Vn Status <br /> Steel Strength*1.440 41.242 4 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**5.762 117.221 5 OK <br /> Concrete edge failure in direction y+**5.762 23.217 25 OK <br /> * highest loaded anchor **anchor group (relevant anchors) <br />4.1 Steel Strength <br />Vsa = 0.6 Ase,V futa ACI 318-19 Eq. (17.7.1.2b) <br />f Vsteel ³ Vua ACI 318-19 Table 17.5.2 <br />Variables <br />Ase,V [in.2]futa [psi] <br />1.41 75,000 <br />Calculations <br />Vsa [kip] <br />63.450 <br />Results <br />Vsa [kip]f steel f Vsa [kip]Vua [kip] <br />63.450 0.650 41.242 1.440