2522 BAKER AVE 2025-07-17 - Laserfiche WebLink

FMT • Anchor Designer TM Company: Date: 6/6/2023 + Engineer: Page: 4/5 n , Software Project: Version 3.1.2303.1 Address: Phone: E-mail: 3Rgsulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua(lb) VuaX(lb) Vaay(lb) q(Voaz)2+(Vu8y)'(lb) 1 1800.0 0.0 0.0 0.0 Sum 1800.0 0.0 0.0 0.0 Maximum concrete compression strain(%o):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(lb): 1800 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'NX(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'NY(inch):0.00 4.Steel Strength of Anchor in Tension(Sec.17.6.1) Ns.(lb) 0 ONsa(lb) 27900 0.65 18135 5.Concrete Breakout Strength of Anchor in Tension (Sec.17.6.21 Nb=kcAa4fohar'•'(Eq. 17.6.2.2.1) kc Ae fc(psi) her(in) Nb(lb) 24.0 1.00 2500 2.667 5226 0.750Nob=0.750(AmIANco)YradNVc,NV'cP,NNb(Sec. 17.5.1.2&Eq. 17.6.2.1a) AN,(In2) ANco(In2 camn(In) V/ed,N V'O,N Pcp,N Nb(lb) 0 0.750Ncb(lb) 64.00 64.00 4.00 1.000 1.00 0.965 5226 0.75 2837 6.Adhesive Strength of Anchor in Tension(Sec.17.6.51 rk,uncr=rk,uncrfshod4ermKsaraN.sels rk,uncr(psi) fshonderm Kser aN.sefs A,.(psi) 845 1.72 1.00 1.00 1453 Ntea=Aarun zdeher(Eq. 17.6.5.2.1) Aa rung(psi) de(in) her(in) Nb.(lb) 1.00 1453 0.63 8.000 22830 0.750Ne=0.750(ANa/ANao)Yed,Na Vcp,NaNba(Sec. 17.5.1.2&Eq. 17.6.5.1 a) AN.(in2) ANao(in2) cNa(in) ce,.in(in) YedNe rVpNa Nao(lb) 0 0.750Ne(lb) 89.47 206.45 7.18 4.00 0.867 0.578 22830 0.65 2417 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com