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now <br /> Hilti PROFIS Engineering 3.0.76 View <br /> www.hifti.com <br /> Company: Ersgineers Northwest Address: 9725 3rd Ave NE STE#f207 Page: 2Specifier. <br /> Phone I Fax: E-Mail: <br /> Design: Concrete-Apr 1,2022(7) hate: 4l112022 <br /> Fastening point: <br /> 1.1 Design results <br /> case Description Force........... ._ <br /> 1 --_____._..._.._..._..._...__. _. <br /> Combination 1 N=57,500:V„=9,500:Vy=0; yes 100 <br /> M.=0:Mt,=23,750;tA-=0: <br /> 2 Load case/Resulting anchor forces <br /> Anchor reactions Ub) <br /> Tension force:(+Tension,-Compression) <br /> Anchor Tension force Shear force Shear force x Shear force y _,5 G,6 y 7 -,-_._..._..__.._._.,. - <br /> 1 7.556 1.187 1,187 0 <br /> 2 7.319 1,187 1,187 0 ^� <br /> 3 7,081 1,187 1,187 0 Tension <br /> 4 6,844 1,187 1,187 Q <br /> _1 02 C3 � <br /> 5 7,556 1,187 1,187 0 <br /> 6 7,319 1.187 1,187 0 <br /> 7 7,081 1,187 1.187 Q <br /> 8 6,844 1,187 1.187 0 <br /> max concrete compressive strain: [9-] <br /> max.concrete compressive stress: [psil <br /> resulting tension force in(xly)=(-0A1210.000): 57,600 fib] <br /> resulting compression force in(x1y)=(0.000/0.000):0 fib] <br /> Anchor forces are calculated based on the assumption of a rigid anchor plate. <br /> 3 Tension load <br /> Load N„,[tiaj Capacity Mn rll.�j Utilization PN=N,u/+ Nn Status <br /> _.._._._ _---......... _.__......_..._._.__._--.--.___._.._._.._.._.._.-_....__._...._.__..__._..__._._.._........_._.._.........._...._._._.-----.---_..._._.__.. .._..__._..__._...............___.._._.._.._.._..—_ <br /> Steel Strength` 7,556 21.547 36 OK <br /> Pullout Strength' 7,556 14.836 51 OK <br /> Concrete Breakout Failure" 57.600 57.684 100 OK <br /> Concrete Side-Face Blowout,direction NIA N/A NIA NIA <br /> highest loaded anchor "anchor group(anchors in tension) <br /> _____...____.___._....._._._.._......----...._________._.._.._._.._._.._..._._..._..._..._.._.._.._.__........_..._.._.._.._._.._..__.._..._....................... <br /> Input data ano mws must tY cheered for confo."ity'wal the ewsting concRtons and for plausi'alrty <br /> PROFIS 4ngmeenng(c)2001,M22 KiIL AG,FL-949s$chaars Hi€ti is a regrs[eted Tra4er.1a:n.o`WL AG,Schaw <br /> 2 <br />