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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 />Motive Energy <br />17260 Newhope St <br />7149490669 | <br />Copy - Orangewood_42_ Piles - X-X Direction_RCIII <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />4 <br />Elie Sayegh <br />ESayegh@motive-energy.com <br />11/10/2023 <br />4 Shear load <br />Load Vua [kip]Capacity f Vn [kip]Utilization bV = Vua/f Vn Status <br /> Steel Strength*1.817 41.242 5 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**10.900 126.554 9 OK <br /> Concrete edge failure in direction **1 N/A N/A N/A N/A <br /> * highest loaded anchor **anchor group (relevant anchors) <br />1 Shear Anchor Reinforcement has been selected! <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,eq [kip]Vua [kip] <br />63.450 0.650 41.242 1.817 <br />Page 21 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024