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- Anchor DesignerT'" Company: Date: 4/2/2025 - Anchor DesignerT"' Company: Date: 4/2/2025 <br /> Engineer: Page: 3/5 Engineer: I Page: 4/5 <br /> - Software Project: - Software Project: <br /> Version 3.0.7947.0 Address: Version 3.0.7947.0 Address: <br /> Phone: Phone: <br /> E-mail: E-mail: <br /> <Figure 2> Attu <br /> Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> 7.00 N„a(lb) W.(lb) V, (lb) 4(V..)1+(V,,,y)'(Ib) <br /> 1 1122.5 153.5 0.0 153.5 <br /> 7.00 2 1122.5 153.5 0.0 153.5 <br /> 3 1122.5 153.5 0.0 153.5 <br /> 1.00 4 1122.5 153.5 0.0 153.5 <br /> Sum 4490.0 614.0 0.0 614.0 <br /> 1.00 Maximum concrete compression strain(%,):0.00 <Figure 3> <br /> 8 Maximum concrete compression stress(psi):0 <br /> Resultant tension force(Ib):4490 <br /> Resultant compression force(lb):0 03 04 <br /> Eccentricity of resultant tension forces in x-axis,&N,(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 <br /> + + Eccentricity of resultant shear forces in x-axis,a',(inch):0.00 Y <br /> O Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 <br /> C) CD Q <br /> C� C <br /> Lf) 01 02 <br /> + + N <br /> Q Q Q 4.Steel Strength of Anchor in Tension(Sec.17.4.11 <br /> 4.00 M Waa(Ib) <br /> 3085 <br /> 8.00 <br /> 5.Concrete Breakout Strength of Anchor in Tension ISec.17.4.21 <br /> 00 Nb=kff hm's(Eq.17.4.2.2a) <br /> L-21� ka Ill fa Pa(psi) h.,(in) M(lb) <br /> 17.0 .00 2500 2.350 3062 <br /> (ANa/ANaa) a,N�e.N�Nt;NNe(Sec.17.3.1&Eq.17.4.2.1b) <br /> Anc9(i ) ANaa(i ) clI (IR) Ne(Ib) app(Ib) <br /> 124.30 49.70 3.00 woo .e55 .0 00 300 .65 755 <br /> 8.Steel Strength of Anchor in Shear(Sec.17.5.1) <br /> V-(lb) - as(lb) <br /> 7455 .0 .60 47 <br /> 9.Concrete Breakout Strength of Anchor in Shear(Sec.17.5.21 <br /> Shear perpendicular to edge in x-dlrectlon: <br /> Vb.=)inj7(/a/da)°21ldf.Paca,";9�a1Mac,ntsl(Eq.17.5.2.2a&Eq.17.5.2.2b) <br /> I.(in da(i) Il f, 1lll Pa(psi) ce,(in) Vb.(Ib) <br /> 2.35 0.500 COO 2500 6.00 4957 <br /> bv.= (Avg/Avaa) ),v J ,vV.(Sec.17.3.1&Eq.17.5.2.1 b) <br /> Ava(in Avw( I- av `,v V.(Ib) �( �SVma.(Ib) <br /> .144.00 162.00 00 00 moo 25 4957 .70 777 <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 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-strongtie.com Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871-strongtie.com <br /> 10 <br />