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"M CrErLO S,46 <br /> Hilti PROFIS Engineering 3.0-76 <br /> Aww.hilti.com .......................................... ............................ ...... .......................................... ........... <br /> Pa <br /> company: Engineers Northwest ge: <br /> Address. 9725 3rd Ave NE STE#207 Specifier. <br /> Phone i Fax' I 5-Mail: 411/2022 <br /> Design: Concrete-Apr 1,2022(9) Date: <br /> Fastening point: <br /> 4 Shear load <br /> Load V,,Pbj Capacky V„_alb] Utilization Av V,,)* V,, status <br /> ................... <br /> Steel. . . Strength'... .. 1,583 18.674 9 OK <br /> Steel failure(with lever arm)* NIA NIA N/A NIA <br /> -Pryout Strength'* . 9,500 136,305 7 OK <br /> Concrete edge failure in direction y+** 9.500 61,368 16 OK <br /> �highest loaded anchor "anchor group(relevant anchors) <br /> 4.1 Steel Strength <br /> V. =A.,v f,� ACI 318-14 Eq.07.5-1.2a) <br /> ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> —NIM211 2 <br /> 0.44 65.000 <br /> Calculations <br /> V.;�Pbj <br /> .......... .......... ............. <br /> 28,730 <br /> Result$ <br /> 0 jib] V_9151 <br /> Y�4-(I�i -.---— . . . - . �1..1..0..V ..."........... <br /> 28.730 0.650 18,674 1,583 <br /> input data and resufts Must be 004-UldfOrCOpro, <br /> pnorjS E n9inearm t e)203-2022 HAII AG,FL-9494 Sdv-an Hift is a feg3SMrgd 1 Md"ar%.*f KIM AG,SOwn <br />