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www.hilti.com <br />Hilti PROFIS Engineering 3.1.15 <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 />32 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />Trimar Engineering <br />7868 De Soto Avenue <br />818-453-0394 | <br />Better Buzz - Menu & Canopy Base Anchor Design <br />Top of Footing <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />32 <br />CM <br />eco@trimarengineering.com <br />5/27/2025 <br />1.4 Shear load <br />Load Vua [kip]Capacity f Vn [kip]Utilization bV = Vua/f Vn Status <br /> Steel Strength*0.073 7.555 1 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**0.264 40.045 1 OK <br /> Concrete edge failure in direction x+**0.264 4.347 7 OK <br /> * highest loaded anchor **anchor group (relevant anchors) <br />1.4.1 Steel Strength <br />Vsa [kip]f f Vsa [kip]Vua [kip] <br />11.623 0.650 7.555 0.073 <br />1.4.2 Pryout Strength <br />ANc [in.2]ANc0 [in.2]ca,min [in.]kcp cac [in.]y c,N hef [in.] <br />402.56 111.60 5.282 2 -1.000 3.521 <br />ec1,V [in.]y ec1,V ec2,V [in.]y ec2,V y ed,N kcr <br />0.000 1.000 0.000 1.000 1.000 24 <br />l a Nb [kip]f f Vcpg [kip]Vua [kip] <br />1.000 7.929 0.700 40.045 0.264 <br />1.4.3 Concrete edge failure in direction x+ <br />le [in.]d0 [in.]c1 [in.]AVc [in.2]AVc0 [in.2] <br />6.000 0.750 5.282 158.97 125.55 <br />y ed,V y parallel,V ec,V [in.]y ec,V y c,V y h,V <br />0.900 1.000 0.019 0.998 1.000 1.000 <br />l a Vb [kip]f f Vcbg [kip]Vua [kip] <br />1.000 5.463 0.700 4.347 0.264 <br />1.5 Combined tension and shear loads, per ACI 318-19 section 17.8 <br />bN bV z Utilization bN,V [%]Status <br />0.808 0.061 5/3 71 OK <br />bNV = bz <br />N + bz <br />V <= 1