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Structural Post <br /> (ASD -2009 IBC) <br /> TN 6x8 HF #2 P.T. Embed. <br /> b = 5.5 Fb = 920 k = 0_8 <br /> d = 7.5 E = 1100000 c' = 0_B <br /> S = 51.56 Kce = 0_3 O.SP = 1375 <br /> A = 41.25 Fc = 661 P = 2175 <br /> O.Sfc = 33.3 M = 43800 <br /> fc = 52.7 0.5M = 21900 <br /> fb = 849 <br /> 0.5fb = 425 <br /> Eave Height = 10.0 ft <br /> le = 96 in <br /> FcE = 2014.2 psi <br /> F'c = 608.6 psi <br /> WW+ 0.5S (fGF'c)^2 + fb/(Fb(1-(fc/FcE))) = 0.94 < 1.0 OK <br /> 0.5Ww+ S (fc/F'c)^2 + fb/(Fb(1-(fclFcE))) = 0.48 < 1.0 OK <br /> Where: ( Values(rom NDS 2005 Table 4DJ <br /> Fb = 575 psi'(1.6) = 920 psi <br /> Fc = 575 psi(1J5) = 661 psi <br /> Designed by: JCM <br /> Checked by: RKk Project Name: Davis Cusrom Deck - 16'x16' <br /> ProjectNo : �0-43 11/1/2010 Sheet=of= <br />