Laserfiche WebLink
' Anchor Designer TM Company: Date: 4/3/2019 <br /> Software Engineer: Page: 4/5 <br /> Project: <br /> Version 2.7.6990.2 Address: <br /> Phone: <br /> E-mail: <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nue(lb) V...(lb) V.ey(lb) \'(Vua.)2+May)z(lb) <br /> 1 5315.0 0.0 0.0 0.0 <br /> Sum 5315.0 0.0 0.0 0.0 <br /> Maximum concrete compression strain(%o):0.00 <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):5315 <br /> Resultant compression force(lb):0 <br /> Eccentricity of resultant tension forces in x-axis,e'N.(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 <br /> 4.Steel Strength of Anchor in Tension(Sec.D.5.1) <br /> Nt (Ib) 0 ON..(lb) <br /> 26795 0.75 20096 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.D.5.2) <br /> Na=16a.*'.h.P'(Eq.D-7) <br /> A. Fc(psi) he(in) Nn(lb) <br /> 1.00 2500 12.000 50318 <br /> 0.75ONce=0.750(ANc/ANc.)VedNP.,NVlcp,NNb(Sec.D.4.1 &Eq.D-3) <br /> AN.(in') ANc.(In2 ca, m(In) PedN 'Fe.N Y'cp,N N5(Ib) 0.75e)N,:,.(ib) <br /> 691.88 1296.00 9.00 0.850 1.00 1.000 50318 0.70 11987 <br /> 6.Pullout Strength of Anchor in Tension(Sec.D.5.3) <br /> 0.75^N =0.750P�,PNp=0.750'JcP8Aor9f.(Sec.D.4.1,Eq.D-13&D-14) <br /> 'PC,P Ab.g(int) f.(psi) 0 0.75ONpe(Ib) <br /> 1.0 4.07 2500 0.70 42683 <br /> RECEIVED <br /> MAY 242019 <br /> ENVIRONMENTAL HEALTH <br /> DEPARTMENT <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> 13 <br />