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NI . .? <br /> Hilt!PROMS Engineeringa� 3.0.76 <br /> wwwv.huti.com <br /> Company; Engineers Northwest page: 5 <br /> Address: 9725 3rd Ave NE STE#207 Specifier. <br /> Phone f Fax: { E-Mail: <br /> Design: Concrete-Apr 1.2022(5) Date: 4i1f2022 <br /> Fastening point.; <br /> 4 Shear load <br /> Load V.Ob; capacity 4 V„Vbj Utilization Sv=V m/$ V, Status <br /> Steel Strength' 1,583 18.674 9 OK <br /> Steel failure(with lever arm)` NIA NIA NIA NIA <br /> Pryout Strength— 9.500 141.334 7 OK <br /> Concrete edge failure in direction y+" 9.500 62.96B 16 OK <br /> 'highest loaded anchor —anchor group(relevant anchors) <br /> 4.1 Steel Strength <br /> V,, =A.,f d, ACI 318-14 Eq,(17.5.12a) <br /> it Vet>V�s ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> 0.44 65,000 <br /> t:alculations <br /> V.PW <br /> 28.730 <br /> Results <br /> [lb] "s:cr.[ �? VSa [Ib] .._.._ Vua[lb) <br /> 28,730 O.t550 18.674 1.583 <br /> _..___—____.._._._.-_..._........._..._........... <br /> Inos4 data aW.muts must:�e checked for con7fom ly with the"stmg conditions and for plausibilay! <br /> PRORS Engineering I t}2 03-=2 HAD AG.FL-94a4 Sthaan HiM s a regisWed Trademark of Hit AG.Sehaan <br /> 5 <br />