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Z�r—fl loc, Date: <br /> Anchor Designer Tv, Engineer Mike"Milk Page; 314 <br /> Software t'rpjec j Cai Tank Lines- 17174 <br /> Version 2.4-5673,0 <br /> Phone; <br /> E-maii: <br /> Andw Tension ivad, Shear lqqd X. Shear bad y. Shear load comNned. <br /> NTM 00 V¢a pb) vUPv <br /> 1 125.0 0.0 310.0 <br /> 2 125.0 310-0 0.0 310,0 <br /> sun? 250.0 620.0 0.0 620.0 <br /> Maximum conqrreke cmrnpro8rion strain(%,):4-00 <Figure,3-- <br /> Maximom concrete compte%sion stross(Psi7;0 <br /> R"aitant teAelarl force(1b):250 <br /> Tzcbuftant rompreszion force(tb);0 <br /> Eccentricity of m-5vitant ten�jqr focws in x-axis,e'M (inch):0.50 <br /> EcoeOhcit/of E%--;Ultant terisiun(urc*S h Y-axis,e'*finch);0.00 y <br /> ErGenric ty 5f resullant shag fore"t*K-axis,e'v.(inch).UO 01 --V, D2 <br /> Err--ntricjbf all fasullarit shear€zrces In y-axis,elvq(inch'):(1,00 <br /> Y, <br /> 4.$tpe[Strength of A Tir-bor in <br /> lv�(1b) 0 0tv..,6EU) <br /> 232$5 0,75 6176 <br /> 5 <br /> (Lq.o-r5} <br /> P.,(Pzil P.Y(41.1 Na(it) <br /> 17.0 1.4 2500 4.040 68c?U <br /> Vf,75 ON,y,;=0,75 4 JA�IA,%%�)Vl,m K.ON,ff Nft(SEC,J,4.1&Eq.D-4) <br /> A?V.(tn') ANe&(ino) 7"m nr,.1 <br /> 215.W 1.41f19 IM 6800 0.65 X4$73 T <br /> Adhesive St!Mnt?th of Anchor in Tellsion 123C <br /> r—PzTi rms K6:1, rka(psi) <br /> 50 <br /> Nm <br /> d,(in) f?.F(in) Nt,(ib) <br /> 1.04 508 0-50 4.OQD 3192 <br /> C.7SeP ,=0.71ig�(ApL3/Ar4a)1PeDxj 11',Lnp Vlqp#*At-(8ec.D.4.1 &Eq.0-Is) <br /> Ax.(irs') An,.D lj ) FO.,d PkNa YWL W. 6 0-750N,jib) <br /> 165-88 104.55 1.1306 1.000 1.000 3192 0,56 2089 <br /> Input data and results muss he cheskod fpraqehrIwvh 1118 existing cir--Urnstarue-p.the stwidads and qu%dtqimnv MWI be thecked Tor plausibllity,. <br /> V>,mrcun;;Lang-[Is 599&W�Las PoGitas aouieywd Plea,4*T40;'z.CA 94 Sag PhQnP'.925.550 00a Fax:32.S.347.3871 vmw-ttrnnglia-cori <br />