Laserfiche WebLink
0 Ill <br /> SIMPSON Anchor Designer TM Company: Date: 4/5/2021 <br /> Engineer: Basil T Kattula Page: 0 r <br /> strongTie Software Project: Fast Signs Everett WA <br /> Version 2.9.7376.8 <br /> Address: <br /> Phone: <br /> E-mail: <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.1) <br /> V.(Ib) grout 0 0grout0Vsa(lb) <br /> 6510 1.0 0.65 4232 <br /> 9.Concrete Breakout Strength of Anchor in Shear(Sec.17.5.2) <br /> Shear perpendicular to edge in x-direction: <br /> Vox=minl7(fe/da)02JdaAa'If'ccail'5;9.1 Jf'cca,1•5l(Eq.17.5.2.2a&Eq.17.5.2.2b) <br /> le(in) da(in) .1a fc(psi) co,(in) Vbx(Ib) <br /> 2.25 0.500 1.00 2500 12.00 13898 <br /> ¢Vcbgx=0(Avc/Avc0)Y'ecv'Yed,v'Pcv`V ,vVbx(Sec.17.3.1&Eq.17.5.2.1b) <br /> Avc(in2) Awn(in2) Y'ec,v 9'ed.v Way Pb,v Vsx(Ib) 0 0Vcbgx(Ib) <br /> 168.00 648.00 1.000 1.000 1.000 2.121 13898 0.70 5351 <br /> Shear parallel to edge in x-direction: <br /> Vby=minl7(le/da)02Jdaila4f'cca+'•s;9i1aJfcca,1'51(Eq.17.5.2.2a&Eq.17.5.2.2b) <br /> le(in) de(in) A. Pc(psi) cal(in) Vby(Ib) <br /> 2.25 0.500 1.00 2500 12.00 13898 <br /> OVcbgx=0(2)(Avc/Avon)Tac,vY'ed,v%,vY'b.vVby(Sec.17.3.1,17.5.2.1(c)&Eq.17.5.2.1b) <br /> Avc(in2) Avco(in2) Y'ac,v Y'ed,V 7c,V Y'b.v Vby(lb) 0 OVcasx(Ib) <br /> 156.00 648.00 1.000 1.000 1.000 2.121 13898 0.70 9937 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.3) <br /> bVcpg=fkkcpNcbg=Okcp(ANc/ANco)Y'eaNY'ed,NY'aN 1'cp.NNb(Sec.17.3.1&Eq.17.5.3.1b) <br /> kg" ANc(in2) ANco(in2) %AN Y'ed,N Y'c,N Pcp,N Nb(Ib) 95 0Vcpg(Ib) <br /> 1.0 124.31 45.56 1.000 1.000 1.000 1.000 2869 0.70 5479 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec.R17.6) <br /> Tension Factored Load,Nua(lb) Design Strength,0Na(lb) Ratio Status <br /> Steel 848 9075 0.09 Pass <br /> Concrete breakout 3390 3816 0.89 Pass(Governs) <br /> Pullout 848 1399 0.61 Pass <br /> Shear Factored Load,Vua(Ib) Design Strength,r V (lb) Ratio Status <br /> Steel 282 4232 0.07 Pass <br /> T Concrete breakout x+ 1127 5351 0.21 Pass(Governs) <br /> II Concrete breakout y- 564 9937 0.06 Pass(Governs) <br /> Pryout 1127 5479 0.21 Pass <br /> Interaction check (Nua/pNua)5a (Vua/rpVua) Combined Ratio Permissible Status <br /> Sec.R17.6 0.82 0.07 89.6% 1.0 Pass <br /> 1/2"I7/CS Strong-Bolt 2,hnom:2.75"(70mm)meets the selected design criteria. <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> S.rnpscn Strong-rie Con-many Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />