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BEAM DESIGN: P-1 <br />lP1 <br />P2I <br />Wd= <br />50.30 <br />plf <br />v <br />291.49 <br />plf <br />v <br />WI= <br />241.19 <br />plf <br />AA <br />B^ <br />Ww= <br />-102.60 <br />plf <br />I<-- Xl ---> <br />j<--------- <br />L-------- >I <br /><--- X2 --->I <br />P1d= <br />342.10 <br />Ibs <br />P11= <br />2622.89 <br />i''js <br />RAd= <br />1020 <br />Ibs <br />P1w= <br />-788.10 <br />Ibs <br />RAI(MAX)= <br />6813 <br />Ibs <br />P2d= <br />63.98 <br />Ibs <br />RAw= <br />-2245 <br />Ibs <br />P21= <br />0.00 <br />Ibs <br />RA(d+l)= <br />7834 <br />Ibs <br />P2w= <br />0.00 <br />Ibs <br />RA(d+w)= <br />-1224 <br />Ibs <br />L= <br />25.00 <br />ft <br />X1= <br />3.25 <br />ft <br />RBd= <br />1398 <br />Ibs <br />X2= <br />11.75 <br />ft <br />RBI(MAX)= <br />6515 <br />Ibs <br />RBw= <br />-2647 <br />Ibs_ <br />-—RB(d+l)=--- <br />7912 <br />Ibs -- <br />RB(d+w)= <br />-1250 <br />Ibs <br />MA(d)= <br />1377 <br />ft-Ibs <br />MA(I)= <br />9798 <br />ft-Ibs <br />MA(w)= <br />-3103 <br />ft-Ibs <br />MA(d+I)= <br />11176 <br />ft-Ibs <br />lu = <br />1.33 <br />ft <br />OK <br />MA(d+w)= <br />-1726 <br />ft-Ibs <br />lu = <br />3.25 <br />ft <br />OK <br />MAB(d+l)= <br />19994 <br />ft-Ibs <br />lu = <br />6.25 <br />ft <br />OK <br />MAB(d+w)= <br />-1813 <br />ft-Ibs <br />!u = <br />1.33 <br />ft <br />OK <br />MB(d)= <br />4224 <br />ft-Ibs <br />MB(I)= <br />16649 <br />ft-Ibs <br />MB(w)= <br />-7083 <br />ft-Ibs <br />MB(d+I)= <br />20873 <br />ft-Ibs <br />lu = <br />1.33 <br />ft <br />OK <br />MB(d+w)= <br />-2859 <br />ft-Ibs <br />lu = <br />11.75 <br />ft <br />OK <br />DL (in) = 1 0.0041 -0.021 0.145 (-) is down <br />DL+LL (in) _ 1 -0.004 1 -0.133 -0.631 (+) is up <br />SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE <br />SPAN: +M=COMPRESSION ON TOP FLANGE <br />USE: W12X16 Fy= 50 ksi <br />09/10/2008 39089.123 Page 14 of 20 <br />