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www.hilti.com <br />Hilti PROFIS Engineering 3.0.95 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />3 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Concrete - TYP Min 0137 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />3 <br />6/12/2024 <br />4 Shear load <br />Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status <br /> Steel Strength*118 2,201 6 OK <br /> Steel failure (with lever arm)*N/A N/A N/A N/A <br /> Pryout Strength**118 2,079 6 OK <br /> Concrete edge failure in direction **N/A N/A N/A N/A <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 />3,386 1.000 0.650 2,201 118 <br />4.2 Pryout Strength <br />ANc [in.2]ANc0 [in.2]ca,min [in.]kcp cac [in.]y c,N <br />36.00 36.00 ∞1 4.375 1.000 <br />ec1,V [in.]y ec1,V ec2,V [in.]y ec2,V y ed,N y cp,N kcr <br />0.000 1.000 0.000 1.000 1.000 1.000 21 <br />l a Nb [lb]f f seismic f Vcpg [lb]Vua [lb] <br />1.000 2,970 0.700 1.000 2,079 118 <br />5 Combined tension and shear loads <br />bN bV z Utilization bN,V [%]Status <br />0.338 0.057 5/3 18 OK <br />bNV = bz <br />N + bz <br />V <= 1 <br />43 1401 N Tustin Ave Unit# <br />170 - TI1/27/2025