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888 N Main St - Soils Report
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888 N Main St - Soils Report
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75 of 234 <br />SIMPSON <br />Strong-Tie <br />Company.Date:6/26/2018Anchor DesignerTM Engineer:Page: 3/4 <br />Software Project: <br />Version 2.5 6582.0 ArtrirASS <br />Phone <br />E-mail <br />3. Resultina Anchor Forces <br />Anchor Tension load,Shear load x,Shear load y,Shear load combined, <br />Nu. (lb)Vu.* (lb)Vuay (lb) *Via*)2+(Vu.y)' (lb) <br />1 0.0 46000.0 0.0 46000 0 <br />2 0.0 46000.0 0.0 46000.0 <br />3 0.0 46000.0 0.0 46000 0 <br />4 0.0 46000.0 0.0 46000.0 <br />5 00 46000.0 0.0 46000.0 <br />6 0.0 46000.0 0.0 46000.0 <br />7 0.0 46000 0 0.0 460000 <br />8 0.0 46000.0 0.0 46000.0 <br />9 0.0 46000.0 0.0 46000.0 <br />10 0.0 46000.0 0.0 46000.0 <br />Sum 0.0 460000.0 0.0 460000.0 <br />Maximum concrete compression strain (960): 0.00 <Figure 3> <br />Maximum concrete compression stress (psi)· 0 <br />Resultant tension force (lb): 0 <br />Resultant compression force (lb): 0 <br />Eccentricity of resultant tension forces in x-axis, e'Ni (inch): 0.00 <br />Eccentricity of resultant tension forces in y-axis, e'Ny (inch): O.00 <br />Eccentricity of resultant shear forces in x-axis, e'v, (inch) 0.00 <br />Eccentricity of resultant shear forces in y-axis, e'vy (inch). 0.00 <br />01 01 <br />02 09 <br />Y <br />03 -2 <br />O#¥ 07 <br />05 0€ <br />8. Steel Strenath of Anchor in Shear (Sec. 17.5.1) <br />Vsa (lb)*grour 0 QV.tem #grourav.se,s0Vs. (lb) <br />72675 10 0.65 1.00 47239 <br />10. Concrete Prvout Strength of Anchor in Shear (Sec. 17.5.3) <br />0Vcpg I 0 minlkep/V.g ; kcp/Va,1 = 0 tninlkcp(AN./ ANaO) :c,N. 79,Na 'cp,Na/\6. ; kcp(ANc/ ANco) 9'.c.N yed,N 9'c,N /'cp NNb| (Sec. 17.3.1 & Eq 17.5.3.lb) <br />kip ANa (in2)AN.0 (in2)Wed,Na 4'.c,Ne 4'cp,Na Nb. (lb)Na (lb) <br />2.0 2815 82 95000 1.000 1 000 1.000 139319 412944 <br />ANc (ini) ANco (inw)9'ec.N 4'.d N 4'c.N 4'cp N Nb (lb)Na(lb) <br />5848.00 2916 00 1.000 1 000 1 000 1.000 115918 232472 0.70 <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibllity <br />Simpson Strong-Tie Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.5609000 Fax 925847 3871 www strongtie.com
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