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2812 RUCKER AVE FAST SIGNS 2025-04-17
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2812 RUCKER AVE FAST SIGNS 2025-04-17
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Last modified
4/17/2025 11:49:27 AM
Creation date
2/14/2025 10:40:01 AM
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Address Document
Street Name
RUCKER AVE
Street Number
2812
Tenant Name
FAST SIGNS
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x ,. • • <br /> SIMPSON Anchor DesignerTM Company: Date: 4/5/2021 <br /> Engineer: Basil T Kattula Page: 0 7 <br /> staimgzie Software Project: Fast Signs Everett WA <br /> Version 2.9.7376.8 Address: <br /> Phone: <br /> E-mail: <br /> 3.Resulting Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nua(Ib) V.(lb) Vuay(Ib) AVuax)2+(Vuay)2(Ib) <br /> 1 847.5 281.8 0.0 281.8 <br /> 2 847.5 281.8 0.0 281.8 <br /> 3 847.5 281.8 0.0 281.8 <br /> 4 847.5 281.8 0.0 281.8 <br /> Sum 3390.0 1127.0 0.0 1127.0 <br /> Maximum concrete compression strain(%o):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(Ib):3390 <br /> Resultant compression force(lb):0 01 02 <br /> Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y <br /> Eccentricity of resultant shear forces in x-axis,e'vx{inch):0.00 <br /> Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 <br /> 04 XIf 03 <br /> 4,Steel Strength of Anchor in Tension(Sec.17.4.1) <br /> Nsa(lb) 0 #Nsa(lb) <br /> 12100 0.75 9075 <br /> 5.Concrete Breakout Strength of Anchor in Tension(Sec.17.4.21 <br /> Nb=kc2a4fcherl•5(Eq.17.4.2.2a) <br /> kc .ia fc(psi) her(in) Nb(Ib) <br /> 17.0 1.00 2500 2.250 2869 <br /> 0.75q5Ncbg=0.750(ANct ANco)y' a Fed.N Sr'c,N`I'cp,NNb(Sec.17.3.1&Eq.17.4.2.1 b) <br /> ANc(in2) ANco(in2) Ce,min(in) 'ec,N Pesch 'Yc.N Y'cp.N Nb(Ib) 16 0.75fNcbg(Ib) <br /> 124.31 45.56 18.00 1.000 1.000 1.00 1.000 2869 0.65 3816 <br /> 6,Pullout Strength of Anchor in Tension(Sec.17.4.3} <br /> 0.750Npn=0.7509'c,P2aNp(fc/2,500)1'(Sec.17.3.1,Eq.17.4.3.1 &Code Report) <br /> Y`c,P A Np(Ib) fc(psi) n # 0.750Npn(Ib) <br /> 1.0 1.00 2870 2500 0.50 0.65 1399 <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Strnpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> "7'g <br />
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