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www.hilti.com <br />Hilti PROFIS Engineering 3.1.14 <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 />E2 Consulting Engineers <br /> | <br />Level 3 Double Charger <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />4 <br />Michael Phillips, PE <br />5/19/2025 <br />4 Shear load <br />Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status <br /> Steel Strength*56 3,177 2 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**334 35,700 1 OK <br /> Concrete edge failure in direction x+**334 8,725 4 OK <br /> * highest loaded anchor **anchor group (relevant anchors) <br />4.1 Steel Strength <br />Vsa [lb]aV,seis f f Vsa [lb]Vua [lb] <br />4,887 1.000 0.650 3,177 56 <br />4.2 Pryout Strength <br />ANc [in.2]ANc0 [in.2]ca,min [in.]kcp cac [in.]y c,N <br />337.50 56.25 6.350 2 4.125 1.000 <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 17 <br />l a Nb [lb]f f seismic f Vcpg [lb]Vua [lb] <br />1.000 4,250 0.700 1.000 35,700 334 <br />4.3 Concrete edge failure in direction x+ <br />le [in.]da [in.]ca1 [in.]AVc [in.2]AVc0 [in.2] <br />2.500 0.375 6.350 356.71 181.45 <br />y ed,V y parallel,V ec,V [in.]y ec,V y c,V y h,V <br />1.000 1.000 0.000 1.000 1.000 1.000 <br />l a Vb [lb]f f seismic f Vcbg [lb]Vua [lb] <br />1.000 6,340 0.700 1.000 8,725 334 <br />5 Combined tension and shear loads, per ACI 318-19 section 17.8 <br />bN bV z Utilization bN,V [%]Status <br />0.170 0.038 5/3 6 OK <br />bNV = bz <br />N + bz <br />V <= 1