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BEAM DESIGN:' <br />P-a <br />Wd= <br />34.64 <br />pif <br />P <br />W 1= <br />105.93 <br />pif <br />v <br />140.57 <br />pif <br />Ww= <br />-96.97 <br />pif <br />A <br />B^ <br />Pd= <br />27.81 <br />Ibs <br />j<----- X ---- > <br />j<---------- <br />L---------->I <br />PI= <br />0.00 <br />Ibs <br />Pw= <br />0.00 <br />Ibs <br />Deflections: (inches) <br />Overhang <br />Midspan <br />L= <br />16.00 <br />ft <br />DL= <br />-0.021 <br />0.057 <br />X= <br />1.92 <br />ft <br />DL+LL= <br />-0.087 <br />0.235 <br />(+downward, <br />-upward) <br />MA(d) = <br />117 <br />ft-Ibs <br />RAd= <br />379 <br />Ibs <br />MA(I) = <br />195 <br />ft-Ibs <br />RAI= <br />1063 <br />Ibs <br />MA(w) _ <br />-178 <br />ft-Ibs <br />RAw= <br />-973 <br />Ibs <br />MA(d+l) = <br />312 <br />ft-Ibs <br />lu= <br />1.33 <br />ft <br />RA(d+l)= <br />1441 <br />Ibs <br />MA(d+w) _ <br />-61 <br />ft-Ibs <br />lu= <br />1.92 <br />ft <br />RA(d+w)= <br />-594 <br />Ibs <br />RBd= <br />270 <br />Ibs <br />RBI(Max)= <br />847 <br />Ibs <br />RBw= <br />-765 <br />Ibs <br />MAB(d+I)= <br />4440 <br />ft-Ibs <br />lu= <br />8.00 <br />ft <br />RB(d+l)= <br />1117 <br />Ibs <br />MAB(d+w)= <br />-1964 <br />ft-Ibs <br />lu= <br />1.33 <br />ft <br />RB(d+w)= <br />-495 <br />Ibs <br />USE: W6X15 Fy = 50 ksi <br />BEAM DESIGN: <br />P-b <br />Wd= <br />33.27 <br />pif <br />P <br />W 1= <br />119.73 <br />pif <br />v <br />153.00 <br />pif <br />Ww= <br />-114.88 <br />plf <br />A <br />B^ <br />Pd= <br />32.95 <br />Ibs <br />l<----- X ---- > <br />l<---------- <br />L---------->I <br />PI= <br />0.00 <br />Ibs <br />-Pw= <br />0.00 <br />Ibs <br />Deflections: (inches) <br />Overhang <br />Midspan <br />L= <br />16.00 <br />ft <br />DL= <br />-0.018 <br />0.051 <br />X= <br />1.92 <br />ft <br />DL+LL= <br />-0.089 <br />0.242 <br />MA(d) = <br />124 <br />ft-Ibs <br />MA(I) = <br />220 <br />ft-Ibs <br />MA(w) _ <br />-211 <br />ft-Ibs <br />MA(d+l) = <br />344 <br />ft-Ibs lu= <br />MA(d+w) _ <br />-87 <br />ft-Ibs lu= <br />(+downward, -upward) <br />RAd= 371 Ibs <br />RAI= 1201 Ibs <br />RAW= -1152 Ibs <br />1.33 ft RA(d+l)= 1572 Ibs <br />1.92 ft RA(d+w)= -782 Ibs <br />RBd= 258 Ibs <br />RBI(Max)= 958 ibs <br />RBw= -906 Ibs <br />MAB(d+l)= 4834 ft-Ibs lu= 8.00 ft RB(d+l)= 1216 Ibs <br />MAB(d+w)= -2568 ft-Ibs lu= 1.33 ft RB(d+w)= -647 Ibs <br />USE: W8X10 Fy = 50 ksi <br />07/28/2020 61887 Rev 1 Current.123 Page 5 of 16 <br />