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TSE <br />Engineering <br />EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTIONI <br />Sidewall or Endwall <br />Eave Heiqht Post b Post d HF Post <br />'IO NOMINAL 4 6 � <br />{�. ACTUAL' 3.�J 5.5 <br />in. <br />Bav Width Soan Roof OH <br />�2 30 1.5 <br />rc. n. n. <br />Wind Pressure 0.75W <br />10 90 <br />psf plf <br />in. <br />Roof D <br />7 <br />psf <br />W <br />120 <br />plf <br />Roof S <br />25 <br />psf <br />Is <br />C8 <br />CD <br />CF <br />C� <br />Ci <br />IBC 2009 ASD BASIC LOAU COMBINATIONS: <br />Loading: D+ 0.75S + 0.75W Loading: D+ W <br />P 43561bs. P <br />fc 226.3 psf fc <br />le 96 in. ie <br />le/d 17.5 le/d <br />K.�e 0.3 KcE <br />Fce 1216 psi FcE <br />c 0.8 ° <br />k.1 1.04 k.1 <br />k.2 0.83 k.2 <br />Cp 0.54 �P <br />Fc' 986 psi Fc' <br />M (in-span) 7594 in.-Ibs. M (in-span) <br />M �oax� 13500 in.-Ibs. M �nax> <br />S.Mod. 17.65 in^3 S.Mod. <br />ffi lin-svan) 430 psi fb (in-span) <br />fb (base) 765 psi �b �bosel <br />Post CSI (in-span) = 0.36 Post CSI (in•span) _ <br />PoSt CSI (bas:1= 0.72 POSt CSI (base) _ <br />v6901 <br />Fb <br />850 <br />1.6 <br />1.3 <br />1 <br />0.8 <br />Fb' <br />'1414 <br />psi <br />Pa9e % <br />Fc E(101^6 <br />1300 1.3 <br />�.6 �.0 <br />�.� <br />0.8 0.95 <br />Fc' E'(10)^6 <br />1830 1.235 <br />psi psi <br />1386 Ibs. <br />72.9 psi <br />56 in. <br />17.5 <br />0.3 <br />1216 psi <br />0.8 <br />1.04 <br />0.83 <br />0.54 <br />986 psi <br />10125 in.-Ibs. <br />18000 in.-Ibs. <br />17.65 in^3 <br />574 psi <br />1020 psi <br />J.41 <br />0.77 <br />