Laserfiche WebLink
BEAM DESIGN: P-c <br />Wd= 65.30 plf <br />WI= 241.19 plf <br />Ww=-102.60 plf <br />L= 39.50 ft <br />306.49 plf <br />A A <br />I< ------- --- L-------->I <br />Md= 12735.8 ft-Ibs <br />MI= 47038.7 ft-Ibs <br />Mw=-20010.8 ft-Ibs <br />M(d+l)= 59774.5 ft-Ibs <br />M(d+w)=-7275.0 ft-Ibs <br />Rd= <br />1290 <br />Ibs <br />R1= <br />4763 <br />Ibs <br />Rw= <br />-2026 <br />Ibs_ <br />R(d+I)= <br />6053 <br />Ibs <br />R(d+w)= <br />-737 <br />Ibs <br />Lu= <br />11.50 <br />ft OK <br />Lu= <br />1.33 <br />ft OK <br />USE: W16X31 Fy= 50 ksi <br />Deflections: (inches) Midspan <br />DL= 0.329 <br />DL+LL= 1.544 <br />WI= <br />261.63 <br />plf <br />v <br />313.94 <br />plf <br />Ww= <br />-114.67 <br />plf <br />AA <br />BA <br />Pd= <br />1329.33 <br />Ibs <br />1<----- X ---- > <br />1<---------- <br />L ---------->1 <br />PI= <br />5167.24 <br />Ibs <br />Pw= <br />-2264.78 <br />Ibs <br />Deflections: <br />(inches) <br />Overhang <br />Midspan <br />L= <br />21.75 <br />ft <br />DL= <br />0.030 <br />0.010 <br />X= <br />3.25 <br />ft <br />DL+LL= <br />0.103 <br />0.140 <br />(+downward, <br />-upward) <br />MA(d) = <br />4597 <br />ft-Ibs <br />RAd= <br />2280 <br />Ibs <br />MA(I) = <br />18175 <br />ft-Ibs <br />RAI= <br />9693 <br />Ibs <br />MA(w) _ <br />-7966 <br />ft-Ibs <br />RAw= <br />-4251 <br />Ibs <br />MA(d+l) = <br />22772 <br />ft-Ibs <br />lu= <br />1.33 <br />ft <br />RA(d+I)= <br />11978 <br />Ibs <br />MA(d+w) _ <br />-3370 <br />ft-Ibs <br />lu= <br />3.25 <br />ft <br />RA(d+w)= <br />-1971 <br />Ibs <br />RBd= <br />358 <br />Ibs <br />RBI(Max)= <br />2845 <br />Ibs <br />RBw= <br />-881 <br />Ibs <br />MAB(d+l)= <br />16337 <br />ft-Ibs <br />lu= <br />6.25 <br />ft <br />RB(d+l)= <br />3203 <br />Ibs <br />MAB(d+w)= <br />-2195 <br />ft-Ibs <br />lu= <br />1.33 <br />ft <br />RB(d+w)= <br />-523 <br />Ibs <br />USE: W12X16 Fy = 50 ksi <br />09/10/2008 39089.123 Page 7 of 20 <br />