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SIMPSON Anchor Desi nerrm Company: PET Date: 10/9/2018 Anchor Desi n y Date: 10/9/2018 <br /> 9 Engineer: GS Page: 3/5 SIMPSON 9 er'"4 Company: PET <br /> e Software 9 Software PProject GS Pae a/s <br /> .� Project: 9 <br /> Version 2.6.6794.13 Address: Version 2.6.6794.13 Address: <br /> Phone: 2062817500 a Phone: 2062817500 <br /> E-mail: <br /> E-mail: <br /> <Figure 2> <br /> 3.Roseland Anchor Forces <br /> Anchor Tension load. Shear load x. Shear load y, Shear load combined, <br /> M,.(Ib) V...(Ib) V,,(lb) VW—)'+(V,.r)2(Pb) <br /> 1 3455.0 1414.0 0.0 1414.0 <br /> 2 3455.0 1414.0 0.0 1414.0 <br /> 12.00 Sum 6910.0 2828.0 0.0 2828.0 <br /> Maximum concrete compression strain(X):0.19 <Figure 3> <br /> Maximum concrete compression stress(psi):839 <br /> • <br /> '( Resultant tension force(Ib):8910 <br /> Resultant compression force(b):4084 <br /> - - -� Eccentricity of resultant tension forces In x-axle,e' (inch):0.00 <br /> s.Eccentricity of resultant tension forces in y-ax s.e'er,(inch):0.00 Y <br /> Eccentdcfy of resultant shear forces in x-axis,e'u.(Inch)0.00 <br /> C)I - Eccentricity of resultant shear forces in y-axis e'vy(inch):0.00 O 1 Its` 02 <br /> C::1' x'' <br /> 4,Steel Stre gth of Anchor In Tension(Sec.17.4.11 <br /> 9 //'110 N..b <br /> il.� 30360 0.65 19734 <br /> 1 - S.Concrete Breakout Strength of Anchor In Tension(Sec.17.4.31 <br /> _ Ne=hA-f.hx's(Eq.17.4.2.2a) <br /> k, A. r,(psi) h.,(in) Ne(Ib) <br /> 17.0 1.00 2500 4.240 7421 <br /> Pk,=0(Ase/Ase(P.A.6PPHy4sN sNn(Sec.17.3.18 Eq.17.4.2.1b) <br /> As.(In2) Ase,(Ire c..>,,(in) P.c., Y'bx T.> y4..6 Na(Ib) / Mao(ib) <br /> 276.28 161.80 - 1.000 1.000 1.00 1.000 7421 0.65 8237 <br /> S.Pullout Strength of Anchor In Tension(Sec.17.4.31 <br /> ON,„=¢7su1.Nn(f./2,500)"(Sec.17.3.1,Eq.17.4.3.1 8 Code Report) <br /> W n A. N.(Ib) f.(psi) n 0 ON,(Ib) <br /> 1.0 1.00 5570 2500 0.50 0.65 3621 <br /> Input data and results must be checked for agreement with the minting circumstances,the standards and guidelines must be checked for plausibility. Input data end results must be checked for agreement with the existing circumstances,era standards and guidelines must be checked for plausibility. <br /> Simpson Strong-Tie Company Inc, 5956 W,Las Posdas Boulevant Pleasanton.CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Simpson Strong-Tie Company Inc. 5958 W.Las Pashas Boulevard Pleasanton.CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.corn <br />