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4345 S. 93rd E. Ave. <br />Ou-rphy Oi-1 <br />Tulsa Oklahoma 74145 <br />- <br />S <br />27' x6' <br />2-Columns x <br />Phone (918) 622-1191 <br />14'-6 Clearance <br />30" Fascia <br />Int. Purlins (DL+LL) <br />.031 <br />w =.254 <br />12.000' <br />22.000' <br />112- 000 1 <br />-------------------------------------------- <br />-------------------------------------------- <br />18.66 <br />'18.66 <br />A <br />B <br />5.87 <br />5.87 <br />Positive moments place <br />the bottom <br />flange in compression. <br />L to R <br />Moment @ 1/4 Point = <br />7.13 <br />Moment @ 1/3 Point = <br />5.00 <br />Moment @ 1/2 P-aint = <br />3.29 <br />Moment @ 2/3 Point = <br />5.00 <br />Moment @ 3/4 Point = <br />7.13 <br />Max. Neg. Moment = 3.29 <br />11.000 ft. right of A <br />0.'000 ft.infl. pt/pt <br />Int. Purlins (Uplift Wind) <br />.031 W <br />12.000' 22.0 <br />----------------------- <br />----------------------- <br />10.86-: <br />A <br />3.56 <br />6- .031 <br />01 12. 000' : <br />-------------------- <br />-------------------- <br />10. 86- <br />3.56- <br />Positive moments place the bottom flange in compression. <br />L to R <br />Moment @ 1/4 Point = <br />3.78- <br />Moment @ 1/3 Point = <br />'@' . <br />2 47- <br />hereby certify that this plan, SPecificat'o <br />fE <br />Moment 1/2 Point = <br />1.42t my <br />report was prepared by me or under <br />R <br />Moment @ 2/3.Po'int = <br />2 4f7f I am a duly <br />rect supervision and that <br />Moment @ 3/4' Point = <br />3: 7iP <br />tered Architect u r the laws of the St <br />MICHAEL H. Oct r t <br />-of Minnesota. REGEN <br />Max. Negs Moment <br />42-- <br />11.000 ft. right of <br />A ...... . .... .... . .......... 12514 <br />.......................... ... <br />0.000 ft.infl. pt/pt <br />Date................ Reg. 'Ali <br />USE W 10 x 17 Sm <br />16.2 7.64 <br />`Chk <br />M-Max fb(ksi) <br />M-Left M-Right Cb Lu(ft) Fb(ksj) fb/Fb <br />1 18.66 13.822 <br />0.00 18.66 0.00 1.333 24.000 .576 <br />2 10.96 8.044 <br />0.00 10.86- 1.00 12.000 10.908 .738 <br />Fband Cb ire calculated by the formulas and methods contained in Sections 1.5.1.4 of the A.I.S.C. Manual. <br />Deflect. Cantilever <br />End Cantilever 12 ft. Next Span 22 ft. <br />. -122 #24 <br />ei.,S.C., 2 <br />Apg. <br />w = .254 k/ft. 1 81.9 in <br />Def-lection = .666 in. Ratio (D/L) = 1/ 216 <br />wp <br />