Laserfiche WebLink
EZ= Anchor Desi nerTM Company: Mike Smith Engineering,Inc. Date: 7/24/2017 <br /> g Engineer. Mike Smith Page: 4/5 <br /> r , Software Project: Cal Tank Lines•17174 <br /> Version 2,5.6554.3 Address <br /> a <br /> Phone: _ <br /> E-mail: _ <br /> 8 Stcol Strength of Anchor in Shcar.(Sc.c,MM <br /> V..(lb) 0I�.0 0 a,.—. ¢J-Oay.,.,.OV..(lb) <br /> 11625 1.0 0.65 0.68 5138 <br /> iQ,CotlGrete Pryout Strength of Anchor in Shear ISec.D.6,31 <br /> OVwg=0minik-N..:kc^b.l- minjk.„(AN.✓AN.0)Yie,NuY.d.N.Y q.N.Nh-;kcp(ANc/AN:o)W.c,NY,d,NYgN!KpNNhI(Sec.D,4,1 &Eq.D-41) <br /> k.o AN.(In=) AN.o(int) W.d.N- ,P-N. Y4,.,N. Ne.(lb) N.(lb) <br /> 2.0 339.27 198.41 1.000 1.000 1.000 7257 12409 <br /> AN:(int) At -(in') v,-N WM.N K.N T D.N Nb(lb) N.e(lb) 4 <br /> 816.00 576,00 1.000 1.000 1.000 1.000 19233 27247 0.70 <br /> OVA(lb) <br /> 17373 <br /> 11.Results <br /> IpteClction of Tensile and Shear Forces SS-9q.D.7.1 <br /> Tension Factored Load,N..(lb) Dasign Strength,eN.(lb) Ratio Status <br /> Steel 1450 14528 0.10 Pass <br /> Concrete breakout 2900 13283 0.22 Pass <br /> Adhesive 2900 5119 0.57 Pass(Governs) <br /> Shear Factored Load,V..(Ib) Design Strength,eV.(lb) Ratio Status <br /> Stecl 1825 5138 0.36 Pass(Governs) <br /> Pryout 3650 17373 0.21 Pass <br /> Interaction check N../^ ✓,.,✓4+v„ Combined Ratio Permissible Status <br /> Ser. D.7..1 0.57 0.00 56.7% 1.0 Pass <br /> SET-XP wl 314"0 F1664 Gr.36 with hef=8,000 Inch meets the selected design criteria. <br /> AC1.3 8_iLS_ection D.3.3.4.3fal 1 &2 Calculgtigns_for DucriLiy requirement for tension Wad <br /> Steel Factored Load,N..(lb) 1.2 x Nominal Strength,Nn(lb) Ratio <br /> Steel 1450 23244 6.2% <br /> Concrete Nominal Strength.Nn(lb) Nominal Strength,N.(lb) Ratio <br /> Concrete breakout 2900 2.7247 10.6% <br /> Adhesive 2900 12409 23.4% Governs <br /> ACI 31 B-11 Section 0.3.3.4,3(a) 1 &2 is not satisfied since steel ratio does not govern. <br /> Input data and rosults must be checked for agreement with the existing circumstances,the standarda and guldolincs mutt be checked for plausibility. <br /> Simpron Strong-Tie Company Inc. 5956 W.Lea Posltes Boulevnrd Pleasanton,CA 94588 Phono.925,560.9000 Fax:925.847.3871 www.strongtia.com <br />