Laserfiche WebLink
V�r-� tai r--� C�tPparat3.o� <br />Orphy • <br />4345 S. 93rd E. Ave. Oi.l Job No. T-7027 <br />Tulsa Oklahoma 74145 27' x 46' 2-Columns x 22' MHR 9-30-87 <br />Phone (918) 622-1191 14'-6 Clearance 30" Fascia Page 3 of'I <br />Ext. Purlins (DL+LL) <br />.036 w =.350 .036 <br />12.000' 22.000' 12 .'000' <br />t--------------------------------------------t <br />— — — — — — — -- — — — — — -- — — — — -- — — — — — — -- — — — — — — — — — — — — — — t <br />25.63 :25.63 <br />A �+ <br />8.09 8.o9 <br />Positive moments place the bottom flange in compression. <br />L to R <br />Moment @ 1/4 Point = 9.75 <br />Moment @ 1/3 Point = 6.81 <br />Moment @ 1/2 Point = 4.46 <br />Moment @ 2/3 Point = 6.81 <br />Moment @ 3/4 Point = 9.75 <br />Max. Neg. Moment = 4.46 <br />11.000 ft. right of A <br />0.000 ft.infl. pt/pt <br />Ext. Purlins (Uplift Wind) <br />.036 W =.198- .036 <br />12.000' 22.000' 12.000' <br />t-------------------------------------------- <br />------------------------------------------ <br />'r�13.82- <br />A a <br />4.52- 4.52- <br />Positive moments place the bottom flange in compression. <br />L to R <br />Moment @ 1/4 Point = 4.84- <br />Moment @ 1/3 Point - 3.18- <br />Moment -C. 1/2 Point = 84- <br />h eby certify that this plan, specification, Q <br />Moment @ 2/3 Point = t.i�- j <br />o port was prepared by roe or under my L <br />Moment @ 3/4`Point = <br />IV-su-oervision and that I am a duly Regis � � <br />MICHAEL <br />ter Architect ur r the laws of the State <br />Max. Neg Moment�; REGElV <br />. 'RtTnesota. <br />a�� <br />11.000 ft. right of A /, 12514 <br />0.000 f t. i n f 1. pt/pt; .......................... � ...... .......----........_. ��` <br />- �kLA10 <br />USE W 10 x 22 Sm �at-;;......�f-Pr.f..,..@...,q .> No. <br />Chk M-Max fb(ksi) M-Left M-Right Cb Lu(ft) Fb(ksi) fb/Fb <br />1 25.63 13.257 0.00 25.63 0.00 1.333 24.000 .552 <br />2 13.82 7.148 0.00 13.82- 1.00 12.000 16.972 .421 <br />Fb and Cb are calculated by the formulas and methods contained in Sections 1.5.1.4 of the A.I.S.C. Manual. <br />Deflect. @ Cantilever End Cantilever 12 ft. Next, Span ='. 22 ft. <br />p'.I.S.C. pg.2-122. #'?4 w = .35 k/ft. I = 118< in4:. <br />Def. l ection - .636 in. Ratio (D/L.) _ 1 / 226 <br />§g}`elliq'F'q_yF�.l2,y4,Y;ip <br />tik.:lerf5�y"i�.•vSinl!,4".N�3�M�:iiltn'S{afro <br />