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RIOID FRAME ANALYSIS <br /> BY B� Sheet F- � <br /> Date 4/30,'8d Cuft 0 N Job M � <br /> LOAD$ <br /> Dead Lu�d � 3 PSF Ll�e Lo�d � 25 PSF Wind Load � 26 PSF <br /> BUILDIN6 DIMFNSIWS <br /> 81dp WtdtA ■ 24 Ft E�ve Helpht � 9 Ft Trib. Width ■ 21 Ft <br /> Roof slope � 1 In 12 Purlin Depth � 8.3 In Oirt Dpth � 8.S 1n <br /> tlET18ER DATA <br /> Member LenqtA Flanqe Si:e Web Thk Depths <br /> ' Ft. In. In. !n. <br /> COLUMI 8.02 S x .23 .f34S 8.5 to 8.5 <br /> HAUNCH RAFTER S S x .25 .1345 B.3 to 8.3 <br /> � RIDGE RAF7ER S.y7 D x .25 .1345 8.5 to 8.5 <br /> �«� �lSE� 50.000 nci minimum rield ts eel *�* <br /> LLEARANCES <br /> lntide Basr � 21 .17 Ft . <br /> Inside Knee � 21 .17 Ft. <br /> Under Kn�e � 7.64 Ft . <br /> Under Ridqe e 8.54 Ft. <br /> BASE REACTIQJS. Kiet <br /> (GLOBAL S1GN COIJ'JE�JTION> <br /> DL+LL DL�WL WL <br /> HA 2.27 - 3.58 - 3.62 <br /> VA 7.06 -.4S - 1 .25 <br /> HE - 2.27 - 1 .BB - 1 .64 <br /> VE 7.06 2 1 .25 <br />