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0 k& <br /> E=29A <br /> Hilti FROFIS Engineering 3.0.76 <br /> www.hilti.com __ _.. <br /> pang Engineers Northwest Page- <br /> Address: 9725 3rd Ave NE STE#207 Specifier: <br /> Phone I Fax: f E-Atati. <br /> Design: Concrete-Apr 1.2022(9) Date: 4t112fl22 <br /> Fastening point: <br /> 1.1 Design results <br /> Forces Ib ;Moments in.tb Se�mic Max.Uhl.Anchor(aki <br /> Case Description ( �_. _._i. . ) _.._ _.. _.._ <br /> _ _...._. <br /> 98 <br /> es <br /> 1 Combination 1 N w 51.600:V,=9.500:VI= Y <br /> M, =0:My=28,500:Mx=0: <br /> 2 Load case/Resulting anchor fords <br /> Anchor reactions Obj <br /> Tension force (+Tension,-Compression) r,,4 t ts6 <br /> Anchor Tension force Shear force Shear force x Shear force y...._ <br /> 1 8,656 1.583 1.583 0 <br /> 2 8.600 1,583 1,583 g ------- <br /> 3 8,544 1,583 1.583 0 Tension <br /> 4 6.6566 1,583 1583 0 <br /> -,1 (_2 { 3 <br /> 6 8.600 1.583 1,583 0 <br /> 6 8,544 1.583 1,583 0 <br /> max.concrete compressive strain. <br /> max.concrete compressive stress: (psi} <br /> resulting tension force in(x1y)=(405210.000): 51,600 fin] <br /> resulting compression force in(xly)=(0.00010.000):0 fib) <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br /> 3 Tension load <br /> Load N.11bj capacity� N.Jib) Utilization�=N�141 N� Status <br /> _...... <br /> Steel Strength• 8.656 21,547 41 O <br /> Pullout Strength' 8,656 14,836 59 OK <br /> Concrete Breakout Failure— 51,500 52.763 98 OK <br /> Concrete Side-Face Blowout,direction°' NIA NJA NIA NIA <br /> highest loaded anchor `"anchor group(anchors in tension) <br /> .......................... <br /> _..._................ ... .. _...._..._... <br /> _..._.._..._._. . <br /> Urnpjt data and reyu;ts nnist t)e chachVd for caniotn ity with the eristrng commix s art::for ptaus,N <br /> "ri()FfS Fnguieerma!c t 1-1-M-2022 Holt,AG.FL-WA Scnaan Htth is a r*g.sterod Trad--,ark a;HLIT+AG..5cIvan <br /> 2 <br />