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TSE <br />Enyln»►!np <br />� <br />F�aF��FD P08T DESIGN (POST-FRAME CONSTRUCTIONI <br />Sidewall or Endwall <br />Eave Heiaht Post b Post d HF Post <br />iO NOMINAL 4 6 �CI <br />ft. ncnw.: 3.5 5.5 <br />in. <br />� Width �an Roof OH <br />12 16 1.5 <br />ft. ft. ft. <br />Wind Pressu� 0.75W <br />10 90 <br />psf plf <br />in. <br />Roof D <br />6 <br />psf <br />W <br />120 <br />plf <br />Roof <br />25 <br />psf <br />Is <br />0.8 <br />Cs <br />1 <br />r. � <br />CD <br />CF <br />C� <br />Ci <br />Iw <br />1 <br />�R� �009 ASD Bl�SIC LOAD COMBINATIONS: <br />Loading: D+ 0.75S + 0.76W Loading: D+ W <br />P 23941bs. P <br />fc 124.4 psi fc <br />le 96 in. le <br />le/d 17.5 le/d <br />Kc� 0.3 K� <br />Fce 1216 psi F� <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 �oase) 13500 in.-Ibs. M (��) <br />S.Mod. 17.65 in^3 S.Mod. <br />fb (in•span) 430 pSi fb lin-sPaN <br />fb @aee) 765 psi � (�e) <br />Post CSI (in•span) = 0.32 Post CSI (in-spen) _ <br />Post CSI �base) = 0.62 Post CSI (base) _ <br />9 07 <br />� =-�- - - -. <br />Fb <br />850 <br />1.6 <br />1.3 <br />1 <br />0.8 <br />� <br />1414 <br />psi <br />� <br />1300 <br />1.6 <br />1.1 <br />0.8 <br />Fc' <br />1830 <br />psi <br />884 Ibs. <br />35.5 psi <br />96 in. <br />17.5 <br />0.3 <br />1216 psi <br />0.8 <br />1.04 <br />0.83 <br />0.5�t <br />9&3 psi <br />1U125 in.-Ibs. <br />18000 in.dbs. <br />17.65 in^3 <br />574 psi <br />1020 psi <br />0.41 <br />0.74 <br />�oe: 9 <br />0.95 <br />�E (10)^6 <br />1.235 <br />psi <br />