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BEAM DESIGN: P-q <br />I P1 <br />P2 <br />Wd= <br />52.31 <br />plf <br />v 313.94 <br />plf <br />v <br />W1= <br />261.63 <br />plf <br />AA <br />BA <br />Ww= <br />-114.67 <br />plf <br />I<— X1 —> I<___—___ <br />L _____>I <br /><-__ X2 <br />--->I <br />P1d= <br />71.50 <br />Ibs <br />P11= <br />0.00 <br />Ibs <br />RAd= <br />1334 <br />Ibs <br />P1w= <br />0.00 <br />Ibs <br />RAI(MAX)= <br />7067 <br />Ibs <br />P2d= <br />1329.33 <br />Ibs <br />RAw= <br />-2779 <br />Ibs _ <br />P21= <br />5167.24 <br />Ibs <br />RA(d+l)= <br />8401 <br />Ibs <br />P2w= <br />-2264.78 <br />Ibs <br />RA(d+w)= <br />-1445 <br />Ibs <br />L= <br />25.00 <br />ft <br />X1= <br />11.75 <br />ft <br />RBd= <br />2159 <br />Ibs <br />X2= <br />3.25 <br />ft <br />RBI(MAX)= <br />10015 <br />Ibs <br />RBw= <br />-4073 <br />Ibs <br />RB(d+l)= <br />—_ 12174 <br />Ibs — <br />- <br />RB(d+w)= <br />-1914 <br />Ibs <br />MA(d)= <br />4451 <br />ft-Ibs <br />MA(I)= <br />18061 <br />ft-Ibs <br />MA(w)= <br />-7916 <br />ft-Ibs <br />MA(d+I)= <br />22512 <br />ft-Ibs lu = <br />1.33 ft <br />OK <br />MA(d+w)= <br />-3465 <br />ft-Ibs lu = <br />11.75 ft <br />OK <br />MAB(d+l)= <br />20003 <br />ft-lbs <br />lu = <br />6.25 ft <br />OK <br />MAB(d+w)= <br />-145!: <br />ft-Ibs <br />lu = <br />1.33 ft <br />OK <br />MB(d)= <br />4597 <br />ft-Ibs <br />MB(I)= <br />18175 <br />ft-Ibs <br />MB(w)= <br />-7966 <br />ft-Ibs <br />MB(d+l)= <br />22172 <br />ft-Ibs <br />lu = <br />1.33 ft <br />OK <br />MB(d+w)= <br />-3370 <br />ft-Ibs <br />lu = <br />3.25 ft <br />OK <br />DL (in) _ -0.245 0.051 -0.052 (-) is down <br />DL+LL (in) _ 1 -0.986 1 0.100 1 -0. 1941 is up <br />SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE <br />SPAN: +M=COMPRESSION ON TOP FLANGE <br />09/10/2008 <br />USE: W12X16 Fy= 50 ksi <br />39089.123 <br />Page 9 of 20 <br />