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BEAM DESIGN: <br />P-e <br />Wd= <br />33.89 <br />plf <br />P <br />WI= <br />267.50 <br />plf <br />v <br />301.39 <br />plf <br />Ww= <br />-107.62 <br />plf <br />AA <br />BA <br />Pd= <br />866.85 <br />Ibs <br />1<---X—> <br />j<------- <br />L----->� <br />PI= <br />5283.13 <br />Ibs <br />Pw= <br />-2125.41 <br />Ibs <br />Deflections: (inches) <br />Overhang <br />Midspan <br />L= <br />21.75 <br />ft <br />DL= <br />0.020 <br />0.006 <br />X= <br />3.25 <br />ft <br />DL+LL= <br />0.094 <br />0.139 <br />(+downward, -upward) <br />MA(d) = <br />2996 <br />ft-Ibs <br />RAd= <br />1483 <br />Ibs <br />MA(I) = <br />18583 <br />ft-Ibs <br />RAI= <br />9916 <br />Ibs <br />MA(w) _ <br />-7476 <br />ft-Ibs <br />RAW= <br />-3989 <br />Ibs <br />MA(d+l) = <br />21579 <br />ft-Ibs <br />lu= <br />1.33 <br />ft <br />RA(d+l)= <br />11399 <br />Ibs <br />MA(d+w) _ <br />-4480 <br />ft-Ibs <br />lu= <br />3.25 <br />ft <br />RA(d+w)= <br />-2506 <br />Ibs <br />RBd= <br />231 <br />Ibs <br />RBI(Max)= <br />2909 <br />Ibs <br />RBw= <br />-827 <br />Ibs <br />MAB(d+l)= <br />16355 <br />ft-Ibs <br />lu= <br />6.25 <br />ft <br />RB(d+l)= <br />3140 <br />Ibs <br />MAB(d+w)= <br />-2407 <br />ft-Ibs <br />lu= <br />1.33 <br />ft <br />RB(d+w)= <br />-596 <br />Ibs <br />USE: <br />W12X16 <br />FY= <br />50 <br />ksi <br />BEAM DESIGN: <br />P-f <br />Wd= <br />50.30 <br />plf <br />P <br />WI= <br />241.19 <br />plf <br />v <br />291.49 <br />plf _ <br />Ww= <br />-102.60 <br />plf <br />AA <br />BA <br />Pd= <br />1289.70 <br />Ibs <br />X ---- > <br />1<---------- <br />L----- ---- >I <br />Pi= <br />4763.41 <br />Ibs <br />Pw= <br />-2026.41 <br />Ibs <br />Deflections: <br />(inches) <br />Overhang <br />Midspan <br />L= <br />21.75 <br />ft <br />DL= <br />0.029 <br />0.009 <br />X= <br />3.25 <br />ft <br />DL+LL= <br />0.097 <br />0.129 <br />(+downward, <br />-upward) <br />MA(d) = <br />4457 <br />ft-Ibs <br />RAd= <br />2205 <br />Ibs <br />MA(I) = <br />16755 <br />ft-Ibs <br />RAI= <br />8940 <br />Ibs <br />MA(w) _ <br />-7128 <br />ft-Ibs <br />RAw= <br />-3803 <br />Ibs <br />MA(d+l) = <br />21212 <br />ft-Ibs <br />lu= <br />1.33 <br />ft <br />RA(d+I)= <br />11146 <br />Ibs <br />MA(d+w) _ <br />-2671 <br />ft-Ibs <br />lu= <br />3.25 <br />ft <br />RA(d+w)= <br />-1598 <br />Ibs <br />RBd= <br />342 <br />Ibs <br />RBI(Max)= <br />2623 <br />Ibs <br />RBw= <br />-788 <br />Ibs <br />MAB(d+i)= <br />15080 <br />ft-Ibs <br />lu= <br />6.25 <br />ft <br />RB(d+l)= <br />2965 <br />Ibs <br />MAB(d+w)= <br />-1902 <br />ft-Ibs <br />lu= <br />1.33 <br />ft <br />RB(d+w)= <br />-446 <br />Ns <br />09/10/2008 <br />USE: W12X16 Fy = 50 ksi <br />�_gnag.123 <br />Page 6 of 20 <br />